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HomeMy WebLinkAboutNOASCANNED BY MIAMI DADE St. Lucie County DEPARTMENT OF REGULATORYAND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 MIAMI-DADE COU1 W PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 �.miamidade.eovleconomv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentatiori'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 IVliami-Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes: If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, orsuspend 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 theCenes�'SGt�47'Y770,'m, aneZone'DESCRIPTION: uminum Sliding Glass Door w / 90`& 135° corners — L.M.I. APPROVAL DOC "' No. PGT0130, titled "Series 770 Alum. SGD - LM Impact', sheets 1 through 22 of 22, dated 10/1044, with revision B dated 05/05/16, pt'epared by manufacturer, signed and sealed by Anthony Lynn Milier,_P.E., bearin the Miami -Dade County'Pioduct Control Revision stamp with the Notice of Acceptance number, expiration d e y ami-Dads County Product Control Section. MISSILE IMPACT RATBv :Large and Small Missile Itn act Resistant LABELING: Each unit shall bear the manufacturer's name or logo, city, state, model/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 bui Irljng code negatively affecting the performance of this product. 07 TERMINATION of this NOAFwill 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 r.'a,. of any product, for sales, advertuing or any other purposes shall automatically terminate this NOA. Failure to comply with any section of,i is+NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation wa'sreviewed by Jorge M. Plasencia, P.E. fi'ira MIAMFDA®ONTY ..1,'S Expiration Date• February 17,2 r /// 1'`S,•J:� !. APProva a e. ug , t o'1 �7Pt Page I PGT Industries. Inc. " NOTICE'QP`'ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of,22, dated 10/10/14, with revision B dated 05105116, prepared by manufacturer; signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 '. 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, 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, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on,` f) 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 Forced Entry Test, per FBC 241 L32.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared �y Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 0 Uniform Static Air Pressure Test, -Loading 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 G) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R;d-M-6001-'R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) I a r, E-1 Jorge 1VL Plasencia, P.E. rodact Control Unit Supervisor NOA No.16-0629.06 ,Y�xpiration Date: February 17, 2020 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (coN=ED) 4. 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 an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, hie., Test Reports No.: FTL-5980, FTL-5993, IfA-6036, 'FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, YTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) a C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5" Edition (201'4 ; ;dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lyriti Miller, P.E. (Submitted a uier previous NOA No. 34-0128.11) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). µ E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15,.expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasi-(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL78968. E-2 Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 ``'Tttxpiratiou ])ate: February 17, 2020 Approval Date: August 04, 2016 PGT Industries, Inc. F3 A I TESTS (con ruvUEn) 3. Statement letter of conformance, complying with FBC-5' Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted utr(kr previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer''signed and sealed by Anthony Lynn Miller, P.E. (Submitted u.itirder previous NOA No. 14-0128.11) , m I .. OTHERS `ru_ 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135' corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. E-3 Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 3 rl f w I I LE A' I I .SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. S. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6.14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES,. FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELOO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S. ANSYAF&PA NDS FOR WOOD CONSTRUCTION AND ADM. ALUMINUM DESIGN MANUAL 7)THIS PRODUCT FLAB BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT.FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCI iY HURRICANE ZONE (HVHZ)., �8)D60R13IZES MUST BE VERIFIED FOR COMPCIANCE WITH EGRESS REQUIR'=MENTA PER CURRENT ICABLE." - 1=. - Group Anchor Substrate Frasre Menber Min. Edge Distance Min. ErrbatlrtreM 1 V4'Eko Umme Wrcrew lmin. 185 kap .as Janb I- 1.N5' Ugle CMU.(AS]MG90) Jumb ON, 24Ir 1-11C Greo Fnl 1 Jem6 x-v 144' Cmwmte min. 3.351a6 eN5i6lJamb 1' ta/4' 114' Eta 410 S.S CreteFlez MgmNeO CMU, -----y 2412' 141C P.T. SOWMm P,M ($G�o.56 H¢aN51NJomb f' 1.395' OarcreN (mOk 265tse Ktallsil 1' tale' Elm 0Oam0 UnamMed (B.IUASTMO90 Jumbo 1' 1-1H' #R,16B cr410 6.IM.r4 P.T. 9.utAam Pne (5G•0.55) Nead/SWJarnb W16' 1dw N,,,NN., 6061T5' NeaNSIA/Jemb Va. 0063' Sorel• Ilaed5lVJm0 916' 3 (m'vl 1f Nrexannl Steel GtaLA663Gr. 33- HeadlSWJamb MO' 114• Bco 1841 S.S. A99 Iar Concrete m10. 3.3)S kG) Headl516/Jamb 1-1Q• Un9muwtl CMU, (A$iM C90) .Mmb oNy 2' Greened LNU 0Z C-0e mm.2 tY amN) Jamb oNy T H---z,1,_ 4I_#1x t Steel SN9 GG, a.".3oNMm PINT (eG=a.65 HeaNSINJamb al1T Alurele., W53-15'- fwetllSlll/Jamb M0' Au.,Heaaiat.:em6 3�B• A653Gr.33• it wswS .. 19' FLORIDA BUILDINGCODE, AS APPL -- - -- TEST REPORTS: FTL-S98U, FTL5993. FR6001, MT 614, FTL6O15. FTL6017, FTL6022. FTL6023, " MIN: OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. FTL-5024, FTL6025, FTL-6028, FTL6031, FTL6033, FTL-6036 AND FrL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. '•P-HOOK INSTALLATION REQUIRES 2.69Y MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS. 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. 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 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1.112' 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 & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED, BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REOU IRED. IF USED. NON.SHRINK, NON-METALLIC GROUT, MAX 1W THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 309 FELT PAPER OR MASTIC IS D=nl uPPG RETWPPN THE GROUT AND WOOD SUBSTRATE. OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. nETall S ON SHEETS d R 5 Gwsa �d from Eabdorw Ir:wdo0 ]/18'Leminttu:0)llteaMYI6•IfS GIere MN.09P PVB'Lttedayer N G3A M18'lartwW .4a a1114 KS G1 laMnaMd:¢) UIU N UV Halms MN.eO e,# GM SG lead 9116'lamluwd: Rl Ulm N1/1'IS Gd¢e WIN.090'6G NwAeyer W16- GS 1'ta.ImNdl.G.:M16'TErwAm rLe"Nr6 r]/I6'IaminelW: Utea of 3'16'HS GIma WIh.090'PVBIMeAeyer GSA I'Laminewd LGt IH'TEtWAOr (i r5118"Air 51M¢¢a]If8'Lemineted:(Z)LXee olMl6'HS GIasn WN.IlOo'PVB IMetlryer. GO 1' Issinata LG: 311S T Eale4ar Ce r11S Alr 5{scar]110'lanilwwd;(2)U•¢o1Y16'HS Uaze 4N.090'SO WaAryer G6A 1' laminated LG: IN' TExerl. De rLi6' Nr S�mr]IIB'Imiwawd: 91 Uwe al3.19Na GassxM.09(r SG leaft,er Ge 711V amiwwd: Ulu elMV ANN Dims WN.09V 50 lareffafOr G]A 9116'lanilnawd:(2) Ulu al/C MN Gwu MN.09R SG Kees er GS I -I aIed LG.: VIV TEtwm1011 a 3M'NrS wr7/16'IAmaWed:(2)IO.. dVII' ANN GW¢9 e1slA 'SG mlodayer 11BA 1'famNded lG:1H'TEawnor Qpr546'AlrSuce �]/16'IamWlM: jllldea el116'AMJ Gw¢¢wth.OpO'SG NIeAeYer GENERAL NOTES ............. I EXAMPLE CONFIGS.......... 23 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 DESIGN PRESSURES....... 63 INSTALL DETAILS............ .12-14 ELEVATIONS ..................... 15.16 PANEL/ SILL TYPES......... 17 CROSS SECTIONS............18.10 PARTS LIST ....................... 20 EXTRUSIONS ................. .. 21.22 DESIGNPRESSURE PA9.NG IMPACTRAMNG S'S TAME51.2 A 30N RATED FORLARGE4SMALL SHEET38.)4e MI651LE IWP TRTVSTANCE STANDARDS USED. •2014 FLORIDA BUILDING CODE (FBO).6D1 EDITION •ASTM E130O N) •ANSVAFBPA NDS-2012 FOR WOOD CD`MTRVCIION -ALUMINUM DESIGN MANUAL, AOM-2010 •AISI-8100-07 52-2010 PRODUCTREVISED aulldinglCnde~IN 1bc Florida NDA-Re. 16-0629.06 Expiration Dale 02/1W2020 at, MISml�dd6 Product DoaVol GLAZING NOTES: 'ANN'=ANNEALED �J 'HS' = HEAT STRENGTHENED ` 'T'=TEMPERED .A. 'PVB'=.090' BUTACITe PV13 BY KURARAY AMERICA INC. 'SG'=.09V SENTRYGLASM BY KURARAY AMERICA, INC. I 1 - 22 1 PGTO130 \DENS6'.thy N0. 58705 _ EXAMPLE CONFIGURATIONS MAX, UNIT WIDTH NOM. PANEL WIDTH NOM. PANEL W IDTH PER TABLES I-3 1 PERTABLES I3 MAX. UNIT HEIGHT PERTABLES 1-3i>L2 Jw Ip> 1 (j V 1 jQay MAD 1 Ise HEIGHT PER TABLES 13 PoGfT I 2N 111=11m PE MA) HE RV /, v.." 'ANEL WIDTH R TABLES I-3 MAX. UNIT t I SUES 13 J� t C I J I mcrc 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TTAABLLEESS13 MAX. UNIT HEIGHT PERTABLES' 5-PANEL CONFIGURATIONS NOM. PE 7q SS MA) N� HE F TABI CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH LOCATIONS USING DETAIL "JW,'Jc','KW'OR-Kc'INSTALLATION. EXAMPLE: 4-PANEL X(XX IN POCKET (p) CONFIGURATION CAN BE p)D=p, pk= OR XXXXP. O)= IN POCKET CONFIGURATION 1 CAN BE OXXXp. 2)90'8135'CORNER CONFIGURATIONS CAN BE ACOMBINATION I OF ANY 2 STRAIGHT CONFIGURATIONS. w o 0 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 19 1 9 I I-NS -X'= OPERABLE PANEL, ja R 'O' = INOPERABLE PANEL, PocaFr i N 'P =POCKET DETAIL LETTER W = WOOD OR METAL INSTALLATION 2-PANEL W1 "e=CONCRETE INSTALLATION AGURATIONS,.1 L - SHEET NUMBER „ i �m�:.cAc+v.aTa �1iN7if'riFFfETfET - _ m iFl imK•) �� f¢i {EFm WIDTH-NOM. PANEL WIDTH -T HEIGHT= DOOR UNIT 14EIGHT-10.125' EL HEIGHT a DOOR UNIT HEIGHT - 1.866- 191 4-PANEL CONFIGURATIONS 13 MAX UNIT WIDTH NOM. PANEL WIDTH PRODUCT REVISED PER TABLES 1-3oatimm9 wFlatltlo pl ✓rasIng e IM O,n16-0629.06 ' i. ,,. - 'J • 1 :. t 3 NOA-Nw uplmuoe ua1e 02/17/2020 MAX. UNIT tg SEE By Nla v < etrol �e HEIGHT PER t $ 7,l ! INN „ TABLES I3 � � � EST ��. o s.,0�'...::„:' b PocrET i Ea•TEflIOB 3 ,.IF,>%. CORNER, TYP. t t (OUTSIDE CORNER SHOWN, - INSIDE CORNER SIMILAR) `� c_ r may= EXAMPLE CONFIGURATIONS SERIES 77OALUM. SGD-LMIMPACT A.LYNNMILLER,PE. e++a'^ B I I""m'IIn.... Ia'm°9— 1 1caxnwauw.� F.E. salts EXAMPLE CONFIGURATIONS MAX TESTED UNIT W IDTH = NOM. F PE NOM. I PE II MAt HE PERT) MA} HE 96,c �iKT fFl il'r ill Q'7 iN1 6-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL 'JW,'Jd,'KW OR'Ke INSTALLATION, EXAMPLE: 4-PANEL)D= IN POCKET (p) CONFIGURATION CAN BE pXXX((p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 7 2)90"8135' CORNER CONFIGURATIONS CAN BE A COMBINATION g�TS' OF ANY 2 STRAIGHT CONFIGURATIONS. F„gLu� 3)FOR NOM. PANEL WIDTH, SEE TABLES IJ. W G' "X' = OPERABLE PANEL, 'O' = INOPERABLE PANEL. "p*=POCKET 1 DETAIL LE?TER WOOD OR METAL INSTALLATION - ..:'L- CONCRETE INSTALLATION.-- iETiE/iEli©fEiilrl �� c �miv �iiI.'RCCTTu��i��®1®i:A@[AF m imfIK[n!Nl.iIQ4'.F(a�lF fEF NOM. PANEL WIDTH _ PER TABLES IJ MAX.. UNI� HEIGHT 1 1 PER TABLES 7.3 1 7-PANEL CONFIGURATIONS MAX. UNITWIDTH — �lQli¢lii7fEliE7 �I Ql 1BJ Q7 iLl ipl @I i@/ sE/ f9l iD Vl ill iFl m &PANEL CONFIGURATIONS L—SHEETNUMBER OLD WIDTH = NOM. PANEL WIDTH -7' Yg DLO HEIGHT =DOOR UNIT HEIGHT -10.124 635 PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866' =3� c ..aA..laeme I -I Smm 16.0629.06 n- ;URATIONS '. I. SGD-LM IMPACT _ �^^�"^ &LYNNMII P.E 3 •22 PGTWM B REA 59r05 7/16' NOM. 7/16' NOM. I-NOM. 3/16' HS GIASS 3/16" H=GLASS 3/16' HS GLASS 090. PVB .090" PVB .090' SG 3/16' HE GLAS$ 3/16'HS GLASS 74 3/16'HS GLASS 74 3/6'AIRSPACE T4 3116' T GLASS 82 62 3/4'NOM. IXMWR 3/4'NOM. ERIOR ' GLASS GLASS 124-12 NOM. 3/4 a BITE• a SITE GLASS BITE EXTERIOR r✓j Ty 54 7/16" LAMINATED GLASS TYPE G 7116" LAMINATED GLASS TYPE G4 1' LAMINATED I.G. GLASS TYPE G5 911 M. 9A6'NOM. 1-NOM. 3/16" HS GLASS 1!4' HS GLASS 1/4' HS GLASS .090' PVB .09D' PVB .090" SG 3/16' HS GLASS 1/4^HS GLASS is 1/4'HS GLASS , T4 1146T GLASS CE i4 AGLASS OM. 3/4' NOM. R 4' NOM. EXTERIOR GLASS 124-12GLASSE a BITE BITEPRODUCYCT REVISED BIIAIngICade'ilqNY Flotlea fit16.0628.06 ; df r expiration Date 02H7Y_"020 55 ey mlam ovneuu un 9116" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: .,.`�1,.'•• L.:`�?�;. 'ANN'=ANNEALED 'HS'= HEAT STRENGTHENED 'T'=TEMPERED 'PVB'-.090' BUTACITE PY KURARAYAMERICA. INC. 'SG'=.090'SENITRYGLA YKURARAYAMERICA INC. JR ASlI%Of6 B 6PACHt6. '.;'<C'T.OT .'`•^� eF mm TrrwmLarlroRrve GLAZING DETAILS _ .. N 4ETIILE ii]N8 "ati.x tellNeuf400 SERIES 770 ALUM. SGD—LM IMPACT R.uJR dn1s fNf4 � CFI+T:OFA6RLf9d6 ® ews•.m-7m x"El AYNPP.E NTS 4 e""PP.ENWros 11 GLAZING DETAIL�G6,_ G6A G7, G7A G8 & G8A) 1' NOM. 3/16' HS GI .090' 7/16' NOM. 3/1W ANN GLASS- ,090* SG_ 3/16' ANN 31W AIR E 3/16' T GLA 1' NOM. Exrealoft 3/4'NOM. 3/4'NOM. 12412] C34��N GLASS 12a12]G ASS BITE BRE Ex]EwonEMEftIOR]a�. 55 95 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1' NOM. 9116- NOM. 1NOM. 3/16' HS GLASS IW ANN GLASS 3/16• ANN GLASS .090' SG .090- SG 3/16' HS GLASS .090' SG 14 3116' ANN GLASS 6/16•AIR SPACE ]4 1/4'ANN GLASS 6H6'AIR SPACE ]a 1/4' T GLASS 1/4' T GLASS - az In 3/4" NOM. 3/4'NOM. Ez]ERICA GLASS 12at2 314"NON. . 124t Y] , GLASS a BITE GLASS BITE BITE PROL IXTERIOR EMEWCR Su9a4. 61 b N0A-N 70 � � 6+olrai "65 55 By--?: 1" LAMINATED 1 G GLASS TYPE G6A 9/1 6"LAMINATED GLASS TYPE G7A 1" LAMINATED I.G. GLASS TYPE GBA 16-0629.06 11 GLAZING NOTES' '•,_ - `'6 ' 'ANN'-ANNEALED ;% i 'HS'- HEAT STRENGTHENED { T=TEMPERED 'PVS"=.090" BUTACRE PYY�BY KURARAY AMERICA. INC. 'SG' =.090'SENTRYGLAS"BYKURARAY AMERICA, INC. AZING DETAILS CRIES 77OALUM. SGD-LM IMPACT ""'v"< A. LYNI MILLER pE. scam NTS 6 '+22 PGT0136 B p.6x64]OS --� TABLE 1A: Design Pressure(DP) and Anchor Quantities Required, (for all approved Conggunations on Sheets 2 & 3) Per comer astragal anchorage ° on 90' or tamer units, sea alreet 11 Maximum DP for all sizes: +60 1 .60 (May be Invited by Table 1A) -' Door Und Height Table staples to Glass 80" 8N, it 9P 96" Types 3. a4, 5. 5A, 7, 7A 8 3 /6- OLD &710" OLD 60111!rlL15 IS BA and the Bills Asmagal Anchor Gmup AnclmrGmup Anchor Gml rmup c P —3-4 types shown below. 1 2 3 4 1 2- 3 1 4 1 1 1 2 3 4 1 1 2 SI H # C4a1 I C4+1 G1+1 C4+1 G4+1 I (4+1 C4+1 Oil MI G+1 C4+1 34+1 tit# 1 2,V Jamb 8 8 e a a 6 8 8 a B B e 8 B 8 8 OLD P-hook 6+7 6+7 6+7 6+7 7+6 7+8 1 7+8. 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 Heaafiill C1a1 C4♦1 C4+1 C4a1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Gk+1 CAN C4+1 C4+1 C4+1 30" �LG Jamb 8 a 8 8 a B 8 8 8 6 B 8 8 B B B Ell5 P4wok 6+7 7+8 7+8 7+8 7+8 7+S 7+B T+8 748 7+8 7+8 7+8 7+8 — He SIT C1+1 C4+1 C4#1 G 1 +1 C4+1 C4+1 C4+1 C4+1 04H C4a1 C4+1 5+1 C4+1 C6+1 C4+1 36' 9G Jamb B 6 8 8 8 B 8 a 8 8 B 8 8 8 8 8 ' 'P-IKex 6+7 6+7 6+7 6-7 B. 7+8 7+6 7a8 7+8 its .. 7+8 T+8 7#8 T+B A8 7+8 -He"ddr6ill Ti G1+T _C4+1 - C4#1 C1+1 C4+1' rA+1 -C4+1 C4+1 C4+1 C4+1 04+1 a0 f Jamb` B 8 - a- ` -.& �- B B' i8- C 8 8 "+8> B' - 8 J a a B p e#7 6+] 6+7 8+7 T+a AB 7+a 7+8 7a8 T+tt ]+B AB 7+B T+B 7+8 7+8 HeaU5111 C4+2 G7+2 C6+2 GL+2 C4+2 G+2 2L., C4+2 C4+2 C4+2 C9*2 C4+2 t4+2 C4+2 O4.2 C4+2 4B' 0.G Jamb 6 8 B 6 B B 8 8 I B 6 I 8 8 1 8 6 8 8 P-hook 6+7 1 6+1 I 6+] I 6+7 I (+8 17+8 7+8 TRI 1 7+8 7+9 1 7+8 7+B 1 7+8 7+6 7+8 7+8 I Height Max. (+) DP Ater hlhm8en Rating) Sii ar Height (+)pasign or Baa, see Pressurq psi Sheaz 17) FNsh-i4/2' aea ntle3 SEE NOTES iJ FOR EXAMPLE ON U51NU MULL, Dtt anet 1 1. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 34W SILL. 2) WHEN USING THE 2-12' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 34W SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSRIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE DLO WIDTH= TABLE to NOM. PANEL WIDTH-7- 3) e, 3-114-AND 2-12- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POE ITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT = BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT - 10.126' ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT = 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT - 1.666" 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OF LENGTH I-^ t?I OH RATIO 011 RATIO = OR LENGTH OR HEIGHT ' Straight Asiragal .. lecksrile9 90-Mt2, 1 Leckele@ ' 135-Astragal Leckstlle@ Intedrais P-hook tocstile@,Jamb Assembly Straight AsVagal Assembly I 90'Astmael Assembly +.135'Asaagal Standard Stiles Standard Stile Standard Stile Standard Sete Standard 5tlle Heavyduty Stile I Heavy�duty Stile Heavy-duty Stile 'Heavyduty561e Standard Astragal tweeds Omer Ou61de [omer� Inai e Garner ^''r� e.. -11 Career r Outside Inside Orncr Corner Pan #60(x2) Part 960 Pamm an 06760 ((Stlle) Part g6]IAstragalJ Part#60 PartilUS(Comer Part p120 (In.) P.n#120(ln.) Parts#31IS#32 Part#61 rba,Ned (Corn.&Fttl Mount) cmT,pPArmLazvaa I I a— I NTS1 6 a22 1 POT0130 xon-xe. 16-0629.06 _ eaPbn6an Data 02M72020 e Miam Protluet Control TABLE 2: ' Design Presaure(DP)end Anchor Guantitles Required, (for all approved configurations on Sheets 283) MaxMum DPfor all sizes: +6014i0 For cemarnsVgalanrlvxaAe an 90'or IJS'comar umh, eee shut Met 11 ll (May mBTl:W by Tabk TA) G4r UN11419M - T618appAesNONaz7yps 80' &' 80' 96' 102 1A' 4.4A 8, BA, T, to BB 0A 84T18'0.0 -'. LO T&1l G BSTIB'OLO 91T/a'0.0 9T-TI9'0. ta'F 18. 0.0 m9-LB'0.0 aM the 9111a /PaAOal Npea Anoror Getup AnchorGrm ncror GmuD Ancror Getup Anon Gmu Ancror [mIp Anclmr Getup Irc rr:+mm shuom belorv. 1 2 3 4 t 2 J 4 1 2 3 4 1 2 J 4 1 2 ] 4 1 2 3 4 I 2 J 4 1 2 3 4 GN Gal GH Ual GN CN1 rt N 1 01.1 U+1 G41 G+1 Gat GH GN G•1 G•1 GN G•1 GN 1 G+1 U+1 G• 1 G.1 GH Ga1 O4N G+1 +1 adBN B B a 8 a 8 8 8 a a 8 0 a B B 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 10 10 24' OLO ads 8 ha iau i+6 ]•8 ]+0 1a0 T.e A6 i+B 1-6 T+8 819 B+0 8+9 M 0+9 B+B 8-9 8.9 0.10 9.10 9.111 9+10 9.10 9+10 Wm 9.10 P-0ock 6+] 6.T G•t 9+i GH &] G•1 i+B GN GUI GH UN G.1 UN CIO U+1 01+1 ClrH G•t U•1 U+I C.4a1 Gal W1 Gal Gal GH GH G+i 0.1 U+1 Gat G+I Gal G.1 GH 1¢adala at. G.1 6 e e e e 8 0 0 a C m 10 m t0 10 m 10 10 19 10 10 10 10 10 10 10 ]0' Jemb 0 B 8 0 B e AB i+8 T.9 7.8 Na T+8 ]+8 T•0 H0 &9 8.0 8+0 8+9 B+9 Bag 9+9 0+9 BNO Boa 9a10 9+10 9+ID Bolo 9.10 9.10 P-0aaN B+T.. B+i GH e+l GH 6.T G.1 AB G•1 ]+9 GN ]+a GN1 U+1 GH GN G+1 C1N GI+1 G+1 Gat C4a1 GN Gal G+1 U•1 G1+1 Gat Gal Gal G•1 Paadall GN 8 a 8 a 0 B B 0 2 8 6 10 10 /0 10 10 to 10 10 10 t0 10 10 f0 10 to 10 10 to 10 to 10 10 5 86• 0 JamO B B 0 0 8 a ]+B T+8 T+B A0 i+e T+B ]N 1 ]+B B+9 19 1&9 0+9 &B 8+9 a+9 8+9 9N0 to 9+10 9+10 1 0+10 9+10 9+10 53 PIwo4 BN &1 OaT &] UN ]+8 GH ]+e GMI ]+a U+ T+8 G+ GH G+1 GH GN G+1 G•1 G+1 C I U.1 G.1 G+1 GH GH GN U+1 G+1 GH tip Ca+1 CBH Gal GN `G1 G+1 T� Paad61A G+t Gal UH B 8 B B B 8 0 10 10 10 10 in to m 10 10 to 10 10 10 10 10 10 d dT' JomB 0 e B 0 B 9 0 e B 6 A8 T+0 Tag A11 i+a ]+B +9 9 a+9 0+9 eaB 6+9 849 8+9 8.9 9.10 9+10 0+10 9.1e 9.10 0+10 .10 9+10 Pdaek WCISII B•T G+2 6+7 G 2 e•T G.2 6•7 Get 7+8 U 7.0 G2 7+8 G.2 7+8 u R 1+0 Ga+2:C4 i+B G 2 G 2 G+2 G 2 G T G T G.[ G 2 paT G.T U.2 Gat CS+2 p+2 U+T G+2 0+2 GS•2 OBa2 Gat U•2 Ga2 Jd.n9: s. a se. 9 6 Lie-., '0.. e u P 9 6--t0 tt0'.V10. 10 •0 t0 f0 t0 t0 YYY i+ dU BN Jaa d.e i+B 7ae ]+e 'd+a "a `41 +-ar -fi ]•B '0.D B+B "9+9 Sae M� P 0+9� Bag BH0G+2 G+2 Ga2 Ga_ G+2 U.2 G-2 G+2 B e 0 B 9 e a e tl JambB B e a s 9 t Not available in these si2eS B+T 6N eq &] T+0 ]•8 ]+8 Aa i*0 ]+8 i+0 NB T.e ]+B i T•B IL+adBN G+T 01+2 G@ G.T G+T GH2 G+2 G+2 G+2 G+TG@ G+2 Ua2 fM2 • C5+2 Jamb B a e 8 8 B 8 0 B B 8 e 8 0 B 6 P-hook 6+7 6+] 0+] b+T ]a8 ]+0 AB T+0 ]+6 T+0 >a8 HB he h0 1+9 NOTES: 1)POSITIVE PRESSURES- TABLE 2ARE BARED D THEUSE OFTHE3-V4'SILL 2)WHEN USING THE &12'SILL, POSITIVE WATER DPH 4-SI PEPMAX.WHENUSING THE.0 PSSILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS fi0.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 7A. 3) 4', 3-1/4- AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12° 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 WATER INFILTRATION. 4)SEE SHEETS 16.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. (J= EXAMPLE ON SHEET Silt Height to Max. (+) DP (Water NLt2tion Rating) Sill Riser Height (.)Design (Flat or Box , sea Pmssum,psl Sheat 1T) Flush -l-1IY see note3 Low -2.1 Ml .48.67 Medium-34W +EO.0 H19h-4- +We OH LENGTH OH RATIO e 1 OH RATIO = OH LENGTH SEE NOTES 13 OH HEIGHT TFEFOLL0WIING SIIRE Interlock BASIRAVAL P-hook STro.ayt S+ocVrv:a:nrn.o.= Locksnle&Tlamb- atrassembly l Assembly M. -• LeaNstile0 Straight Astragal a -^-^- 90Assrbh AsseinbN 9W Asle Aa 90'As[rzgal 1Assereagal• Assembly Lackstile Ha 135•Asfr9gal Heavy-0ury Stiles Heavyduty SfI- Heavy-dutyStile Heawduty5dle Standard Astragal Heavyduty Stile Heavydury5dle Outside Comer Heavyduty Stile outside Comer Insic� HeavyduryStile ' Inside Come Heald-0ury Stlie a� a� Inside Career CDmer Outside Comer Part 861 Ix2) Part 461 Part061 PartN61 (5dle) Past (i6](Astragal) Part a6l Part#61(Shin) Part 0118(Corner Receiver) Pan R319IOu4) part 1120 hn.) Part#61(5die) Pans 031&432 (Cohn. & Fxd Mount) Part p61 7 + 22 DLO WIDTH NOM. PANEL WIDTH-]' DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT -1.866' N0";. --- 16-0629.06 Expiration Date02/17/2021 ey Mtam m uce en A. LYNN MILLER P.E. P.Exosm TABL Design Pressure (DP) and Anchor Quan00es Required, (for all approved configurallons on Sheaf's 2 & 3) Maximum DP shown below ' For comae astragal enchwaga on 3V or 135- corer uniN, see sheet 14 (May be llmtletl ey.w-. U) Dow I Hal hl Table to f3lese rypae 0. N, 80" 0a' 90" 96" 102" 1p8' applies 6, M.7. 7A, a e SA and the sort./ 6 118' DLO 3 IB' DLO ]?TIB' DLO 85-Tfl DLO 91-7I8- DLO 9 - /8 D 0 AlIngzl types shown b2w. Anchor CT Anchor Gnuw Arlchd Gmup rclnr Onwp rmMT'Group Archorchroup 1 2 3 4 1 3 0 4 t 2 a 4 1 2 3 4 1 2 3 4 1 2 3 4 LVsI Pre6allla i/-97.0 l - -62 pei +-] p 6 11. Heal Sit U41 Coal i 104+1 04+1 Uat C4+1 CNI C4a1 U+1 U+1 CMt U+1 C40 Uat 0I+1 Ua1 04+1 C4a1 Gat Uft U+1 U+1 GN Ile Jamb 8 8 8 0 e e 0 8 9 0 8 8 61 B 8 8 ID 1 10 10 10 10 10 10 f0 DLO pJwnk 6N 6a7 6+7 1 6+7 1 T+a 1 1+8 I T+0 I 7+0 I Its I 7+0 I 7'D I]+8 ]+8 T+B 1 7+B ]a8 8+9 1 3+9 1 Bag 1 0.. 1 1 Bie Bag 0a9 Bag +162.e Psl +l-]6.0 sf 23' re Desl9n Pssure Heerem 04H1 U+1 C4+1 U+1 U+1 U+1 U+1 C4a1 CN1 U+I U+1 U+I U+1 U+1 U+1 U+1 Uat C4+1 C4a1 U+1 CAI C4+1 U+1 040 30° DLO Jones 8 11 8 B 8 0 e 0 8 0 0 8 B 8 a 8 1D 10 10 10 10 10 10 to rd P-hosx 6+7 6+7 6+T 6H 7+B T" 1+8 1+0 Tae ]+B NB Tae Tab A8 NB Oa9 0f9 ea9 ea9 6+9 8+9 81 0+9 Design Reasons M- .OPsr +14Z5Psf 41-75.0psf 29' HaoI Ua1 Git U+2 U+2 U+1 GH1 U+2 Gf2 Ua1 G41 08a2 06+2 Ua1 Uft 6a2 6+2 Uat C4+1 DSat 6+t U+1 U+1 C9N 6+1 y 3G •4LO, Jamb 0 B 0 9 8,. -a, P e 0 0 0 6 B 9.' 10 B 10 10 10 ID 10 10 'd_^-5 _ p+lnok 6g WT 6+) H7 'T+el 7+B 7+9 ]+tl I+0 1+8 NB 7+0 Tt8 •8f9 'ea9 8f9 8+9 9+9 B+9 ea9 + 8+9 B+9 0+9 e+9 + g� '1 EEL i 135' .Derr ,a3hrun 'HeeN91Il ^. + ..;.. ::i-•^. ea+2 U+2 C4+: U+2 Uk2 Ua2 6+2 C5+2 C6s2 C5+2 05a2 C5a2 C542 6+2 6+2 6a2 0i 21 ias CSH2 C5a2 C5+2 L5+2 ..+/-7Sppsf CB+2 C9+2 U+2 6+2 4r OLD Jamb B 8 0 8 9 e e 0 e e l0 6 6 9 t0 a t0 t0 i t0 10 10 10 10 10 P-hook 6a7 ]i6 ]a8 n8 T+0 7+0 7+8 7a0 7+8 0+9 8+9 B+9 8.9 8.9 1 11 1 8+9 8+9 1 111 1 8-9 1 8+9 9+9 6+9 a+9 8+9 Deslpl Pressure +]BO.Optr See NoM Abebw HJf26psf +Id5.0 psf 41- HeadSU U+2 G1a2 C6+2 C6+2 Ua2 6a2 6+2 C5a2 05a2 C5+2 C9+2 C5+2 C5+2 C5a2 6a2 6+2 LSf2 C5a2 6+2 6+2 C5+2 C5a2 C6+2 6a2 big DLO Jamb e 8 e B - e a 1C a a a 10 e B 8 10 8, 10 10 t0 10 10 10 f0 ip P-0odc 6N T+e T+9 NB Pro 8+9 B+9 9+9 a+9 W9 0+9 8a9 8+9 1 9+10 I 9+10 9+10 8+9 19+10 9410 1 IHII 0+9 9a10 9N0 9f10 1 FI1n r�l aCC TW FT FOR EXAMPLE ON USING I All St= eN==I r. 1 NOTES: I) POSITNE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4' SILL. DLO WIDTH = 2) WHEN USING THE 2-112-SILL, POSITIVE WATER OP 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 PRESSURES NOM. PANEL WIDTH.7' UNCHANGED). SEE TABLE 3A. 3)4-, 3-1/4-AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-l/T SILL IS NOT AND DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT -1.866' 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEOM ENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. - --- _._____.-__--- ..-.-- ...n — — . . a... c..e .eeessm vnFranc THEFULLUWINUJ .. IIL=4XJIIWueLL I Tl=o Straight Astragal, LocMil¢@ ..... 90'wrtmgaL -- locMile L# _ :35; As[mftal loc%tllep Interlock - P-hook Locks[le U�,Jbm'G Assembly Stralght AstraltaI AetembN STAstragal Assembly 1S',Asbagal NeaW-tlury Stiles Heald-duty5tlle Heavy-0ury Stile Heald-0ury Stile NeaW-0ury Stile Heavy -dory 6Me Heald-0ury 501¢ Heavy-dut, Heavy-0uty5tile Heavy-duty Astragal Outside Comer 0ulsitle �y�eis�-'q� Imi e Come , Ifloum�v td uideCorner O[s =f u+�•�� Comer Part p6l (x2) Part#61 Part#61 Part #61 (6dle) Pan,: (Artragall part #61 PartiflilStile) Parttt 18((Comer Pan#119(Outl Part#]20(ln.) art 061 II parts 931(&t#32 Pan#61 Reraiver) (Corn&Fxd Mount) rmr aFArlill iinae �`�J® sso-]ro I AITS 1 8 - 22 PG70730 TART F 3A SID Height to Max. (+) DP (Water Idithsawn Raeng) Sill Riser Height (+)Design (Flator Box,se0 pressure, psi Sheet 17) 7llah-1-1/2" sea note3 Low-2-112' aM.67 Medium-3-114' +60.0 High-4' +80.0 SEE NOTES 13 SOH LENGTH Fi K i OO OH RATIO 21 x p L OH RATIO - OH LENGTH OH HEIGHT How-Ne. 16.0629.06 Espho0on Dote 02/17/2020 Hlam roduet ontre lil _ 1/ Lr. - NOFRAME '7+8' P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER SEE JAMB (T) P-HOOK ANCHORS, SEE 'CV CLUSTER MAX UNIT WIDTH DETAILS, SHEET IO BEE'CS CLUSTER DETAILS. FOR ASTRAGAL '. SPLICE REQUIRED0 (PERPENDICULARTO GLASS DETAILS. SHEET IO FOR REQUIRES"CB' SHEET 70 FOR INTERLOCK NOTE, THIS EXTERIOR SHEET? CLUSTER, SEE 24"M.C. PLANE) SEE TABLE 2, INTERLOCK AND _ POCKETS DETAILS, SHEEP 11 SHEET SEE POCKET (e)P-HOOK 6-MA]i(. JAMB MOUNTING I " x� xx x ADAPTER I 6•MAJL (E�-L x x x x x x !INSTALLATION. THIS SHEET ANCHORS MIDWAY VMAX. ° 8 SHEET 14 BETWEEN P-HOOK 101 x 4 PAIRS OF ANCHORS S AT 3' x=FRAME ANCHORS ° I FROM TOPS ®j 1O ANCHORS 96, (TOTALS - BOTTOM 14' I o UNIT 21'MAX ANCHORS) .' 4A51' MAX. O.C.' HEIGHT G'O PER JAMB MAX. TO OPENING Iq0 •I 14'MAX O.G. p®=P-HOOK - JAMB EDGE OF POCKET SEE i ff °�---r A ANCHORS . DSE AIL ®I INSTALLATION I 1 DETAILS Jc'8'Kc'>�ss°� TZR 0=P-HOOK BELOW) END PANEL SHEET 14 & PART 2 ®� I I 70 MOUNTING x ANCHQRAGE DETAILS'J`8'1C OYt �. ° 3 0.Az ADAPTER `".-. 24 MAX'(2 SHEET I9 FOR j -' '� �� -ANCHCPw^--' OO:Cy, P.NgHORS) - ._ - •P-HOOK ,.` * - x✓`END PANEL '•2' ANCHORS END PIJtlEL x x ' x x 6'M1AX ANCHORAGE(SEE xxx SKET�0EL0\M1) ANCHORAGE gNGHORAGE x �`..2' (SEE SKETCH 0¢OYt� �y2 y2' ANCHOMGE�grypyORAGE CENTERLINE - e` gxcHORAGE ANCFIOMGE ANCHGRAGE OFPANEL 1 2.04''• 24'MAX EXAMPLE:5-PAN EL. 2 TRACK 90' OUTSIDE CORNER- X(OIXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 60"z96'No PANELS, ANCHOR GROUPSIN CONCRETE SUBSTRATE(SEE TABLE 2, SHEET T) g. SPLICE NOTE: NON-STRUCTURAL _ ANCHCRAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A SHEET 1 AS NEEDED TO ALIGN THE 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I-3 SHEETS B-e: TF HEAD OR SILL IF A SPLICE �i OCCURS AT THE P-HOOK. 60' J CENTERLINE OF HEAD BSILL: 8" MAK FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21' NOM. • INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. - ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. PANEL SEE'CSCLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. I WIDTH DETAILS, SHEET 10 FOROF ARE FOR INTERLOCK ANCHORS S ANCHORSTHE PANTHE TANCHOV 11e.64' D.C.DISNT NE IF THE .C. DISTANCE TO THE NEXT ANCHOR ANCHORAGE IF TANCE CLUSTER IS OVER 24'. OTHERWISE ANCHORS ARE NOT 6'MAX. PRODUCT REVISED 3.5' REQUIRED AS PER THE FIGURE AT RIGHT: • p N wIN M. Floritla CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 94' MAX ANCHOR 76-0629.06 �Z- NOc o 'OF.PANEL•2 O.CMP1400K) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE xoo-xo. FRAME JAMB t el•• 0:1.OZ17l2020 P-HOOK-ANCHOR DETAILS ON SHEET 14. - P �+ ANCHOR PAIR '+2' ANCHORAGE REQUIRES SEE -CS -CLUSTER CLUSTER ENO PANEL By CENTERLINE CENTERLINE ' • •� SEE .� OF DETAILS, SHEET IO OF ANCHORAGE M1La.191rodTuc O° 'Cfi'CLUSTER, ( FORASTRAGAL r (2ANCHORS) g' DETAILS, SHEET I I I INTERLOCK ASTRAGAL 4.051" I 3.5' I— MAX. • �• : • I \ • CENTERLINE •+2'ANCHORAGE CENTERLINE •+2'ANCHORAGE (_CENTERLINE EXTERIOR V �OF PANELS I OF PANEL OF PANEL " SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ws 6 o�w ANCHORAGE SPACING &EXAMPLE PLANS ALYNN NILIERPE PFJ52705 a NV£NICF. FL N315 n,04eo.,scu mrr. orAurx e�aw SERIES 770ALUM. SGD•LM IMPACT r a•, sGo-�J° MS 9 +v b^x PGT0180 a. B !R ^+' 1arm14 �� ASTRAGAL OR STRAGAL OR L�SPLICE L ATION ASTRAGALOR I (FORSPLICE SPLICEL TON INTERLOCK �-I IF NEED S INiERLOCK�'7 CONDITION, USE INTERLOCK -'`IF NEEDS 2.04'� CENTERLINE 1 CENTERLINE 'C6'CLUSTER DE IL) CENTERLINE 1.76' 3.5' 21' 1.75° D OAG M O.C. 4''.j� .0 2. . 2. 4. i ,/° WOa 7 EKTE 0. 3.5'n Q'DIAG. 7" E%IERiOR 7" 3.5- JL n j 6' MAX V 2-TRACKFRAME HEERL 2-TRACKFRAMEOR HEAINS81 v ,ASTRKFRAME HTERLLL ASTRAGAL OR INTERL K C� ASTRAGAL OR INTERLOCK Cd ASTRAGAL OR INTERLOCK EWHERE 4CL ER (USE WHERE S CLUSTER (USE WHEREfi CLUSTER ANCHOR [RED, ANCHORS ARE REQUIRED,'C5 ANCHORS ARE REQUIRED, 'W' ) a S'Qi ASTRAGAL OR SPLICELOCATION { IASTRA R,,. IFC I .E. GALbR''jl. SPILT LOCATION s L2INTERLOCK�-: IF NE EDGD INTERLOC �I. N, USC '""y I 'RED K-�. ,j` ccL-ED 2 _ '- CENTERLINE',, ""CENTERLINEC6 CLUSTER DETAIL) `OEkITE 3.5' 3.5' 3.S ]' 21' 2.04° OIAG. 4.08' .., 4" D.C. 4.08' i 2.04' 2.04° 21" 5.64" MAX- O.C. 4-TRACKFRAMrJAMS I j ANCHOR PAIR ' -AEL—DIMENSIONS SHOWN FIapR 7' f6EF�'IwI0a 7, 4"DIAG. T;,ROR 3-TRACK FRAME HEAD/SILL 6"MAX, 5.64' �FOWED. ED ON MIN. 3-TRACKFRAME OR SILL SPLICE v 3-TRACK FRAME HEAD/SILL V HEAOISILL �%' @ASTRAGAL ORINTERLOCK Cm ASTRAGAL OR INTERLOCK C� ASTRAGAL OR INIERI.00K LOCATIONSIANCHORAGEAT (USE WHERE 4 CLUSTER (USE WHERE S CLUSTER (USE WHERE 6 CLUSTER 3=TRACK FRAME JAhIB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REEQUIRED,-05p) ANCHORS ARE REQUIRED."C6') ANCHOR PAIR (FOR SPLICE FOR SPLICED ASTRAGAL OR I..SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR CONDITION, 00 NOT CONDITIONS ONLY: INTERLOCK-1 IF NEEDED INTERLOCKINTERLOCK-�'I SPLICE LOCATION CENTERLINE 1 CENTERLINE CONDITION, USE CENTERLINE USE THIS DETAIL) t—Ir NFPnan ^-{ CO' CLUSTER DETAIL) . s 3.5- 4-TRACK FRAME HEADISILL 0, ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REOUIRED.'C4") 4- MTEE7MOR )— 7° �J V 4TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED,'C5') 2.04' 4.08" Ex MCR V km (r- 7• —°-1 '-- 4 3.5" F:- "'- 4-TRACK FRAME HEADISILL (a�ASTRAGAL ORINTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE HEQUIRED.'C6') WITH 8 WITHOUT SPLICE CONDITION s6 m I NTS1 10 +22 I PGT0130 PRODUCT REVISED pryI�ln -IM the Rodda Bui141ng Oe� 16-0629.06 NOAJ,o. E.Plruonsaeoz/iTnozo ` s miem a m uc GPn4m1 1.. A. PEI LY67505 P.E P.EH B>0S 2.04'�� . 2.04' 6.12• UK�RfORL I ---I 3.5' I > 4. NTERIOR 2.04' J 90-CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,') 4.05' )INTERIOR 4.06' 4• DIAG. 7• -t 2.04• J EZTERIO J SO- CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,'CW) �E11R." 3.5' NTERIOR` - 7' 1 C 4.06• 2.( 135• CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'M INTEROR \^ EMERIOR 7" 90" CORNER 13S° CORNER 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEP ('T ANCHOR CLUSTER REQUIRED (•C6' ANCHOR CLUSTERI ATALL 3-TRACK CORNERS) ATALL3-TRACKCOR 41' 0.12• INTERIOR k,4rL IORS.RR'WERIORI,35' 8.8.12' - EXTERIOR I — 7' v1 l' 90-00RNER 4-TRACK FRAME HEAD/SILL ('CR• ANCHOR CLUSTER REQUIRED ATALL 4-TRACK CORNERS) 4- 4-DIAG. �'--I 3.5• EKTERIOR 4• ALL 4-TRACK CORNERS) EI(mRIo' INTERIOR 2.04' NOTES:. 7„ 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 3.5, ALLOWED. 2. DETAILS DEPICT ANCHOR INTENOa 1 QUANTITY AND SPACING, � Rion AND WOULD BE IDENTICAL 4•DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. E TERMR ,I'ANCHOR 4- 2.04 7' 8.99' 135' CORNER T-TRACK FRAME HEAD/SILL II� CENTERLINE (USE WHERE 5 OR 6 CLUSTER rOFPANEL ANCHORS ARE REQUIRED.'C6-) +2'ANCH0R 'ANCHOR -- Tom,. .. ... 4' DIAG. 3.5 CENTERLINE OF PANEL '+3-ANCHOR CENTERLINE 204' 4' DIAG 4 OFPANEL INTERIOR ON •+2'ANCHOR 3.5' EMEROR VIEWS 7• CENTERLINE OF PANEL 4•DIAG 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 2.04' 12 3.5 CENTERLINE OF PANEL '+3'ANCHOR 2.D4' e AGO 4.08° E%TEILOR 3.5• 204• - CENTERLINE �OFPANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) s0o-no I NTS I If 1 22 1 P070130 Nome. --- 16-0629.06 e.ptraaen mm/ 626 6P Mlam(-0�'NPPNEucI Cen Vol A.LYMMMERPE. PE9Sams INSTALLATION DETAILS EDGE DISTANCE: S=ETABLEoA.1 SHEET, 2.1/16"' EXTERIOR 1/4' a r MAX. 1 SHIM SHEET EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 MAX EMIF 16R - F SHIM �ERIGR ar — 1 T a r DV TYP., SEE ANCHOR ` BTABLE A, SHEET NOTE 3, SHEET 1 Sw 2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2x WOOD SEE ANCHOR NOTES 7YP., SEEANCHOR .<"$TABLEA;'SH�F NOTES, SHEET IG."`• SEEANCHOR NOTE 5, SHEET 1 (1/4' MAX.) E%I(ERRIIOR 2-0H6=ne EDGE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT: SEE TABLE A. SHEET, ~ 2X WOOD EDGE DISTANCE: TYP:; SEE'ANCHDR 'SEETABLEA, NOTE3,SHEETI r SHEET,' 2-1/16' • WOOD ANCHOR TYP., SEEANCHORNOTES & TABLE A, SHEET 1 EXTERIOR Di V 1/4" MAX. SHIM +41--- 2X WOOD WOODANCHORTYP., METALTYP., SMS ANCHOR TYP., TYP., SEE ANCHOR f SEEANCHORNOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET &TABLE A. SHEET NOTE 4, SHEET &TABLE A SHEET 3-TRACK FRAME HEAD 4-TRACK FRAME EBw WOOD INSTALLATION (s METAL INSTALLA WOOD ANCHOR TYP., 2X WOOD SMSANCHORTYP., SEE ANCHOR NOTES? TYP., SEE ANCHOR SEE ANCHOR NOTES SEE --&TABLE A. SHEET 1 / NOTE 3, SHEET4 SEE " & TABLE A. SHEET I HOR ?'.. / OTEANCHOR,.- v.m ��I '� TF S I' I NOTE S,' F" ri 1m, EDGE DISTANOE: SEE TABLE A, SHEET t EMBEDMENT: SEE TABLE A SHEET 1 FRAME SILL 4-TRACK FRAME SILL e3-TRACK WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A. SHEETI — EMBEDMENT: SEE TABLE A, SHEET �I -71 ` ! METAL TYP., il� EDGE DISTANCE: SEE TABLEA EEAHECHOETI NOTE 4, SNEETI . 2X WOOD 'TYP,. SEE ANCHOR S!':EET t NOTE3,SHEETI SMSANCHORTYP., -� SEE ANCHOR NOTESWOOD ' / 2-1/16" &TABLEA,SHEETI ANCHOR TYP.. SEE ANCHOR NOTES E 8 TABLE A. SHEET, EXTEmOR EXTERIOR T'L 1/4" MAX SHIM 11 V 1/4' MAX. SHIM (FRt. KAUlILd889 12 • 22 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4' TALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. AU.OWED. 2. METAL OR WOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. METAL TYP., SEEANCHOR NOTE 4, SHEET I - DIAGONAL O.C. IS MIN 4' (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & MIN: OF fHREADSBEYOND THE METAL SUBSTRATE TABLE A. SHEET 1 EDGE DISTANCE: SEE TABLE A SHEET, EDGE DISTANCE: SEE TABLE A, SHEET PRODUCT REVISED COmpl In Uh the Floridaewxme _T— NOA­l1o. 16-0629.06 F pha6pp Omp02117/2020 2-1I16'• By xmm e�uc en m ' �MIN.OF3 THREADS BEYOND THE LYNN 1i N p'je'P METAL .���Q'`0. "GCi SUBSTRATE, iS .JAMB 1TION C- (PACT �•, ,`YlOfJA6 Ear, A. LGNNMILEA PE _ _ INSTALLA GN-DED S EMBEDMENT: SEE TABLE A. SHEETI EMBEDMENT: SEE TABLE A. SHEETI NOTES: EDGE 015 CE: SEE EDGE DISTANCE: EDGE DISTANCE: T. ALL DIMENSIONS CONCREi CONCRETE SEE TABLEA SHEETI CONCRETE TABLE A, SH T 1 SEE TABLE A, SHEETI SHOWN ARE BASED PER TAB 2-0H6' PER TABLE p.iry6•. PER TABLE gq/15�.• ON MIN. ALLOWED. A, SHE 1 A. SHEET 1 A. SHEET 1 1/4' • DIAGONAL O.C. IS RIOR ...: I � :'I t a '.'.S1 '•:: MAX' MIN 4- & LL) T 1� � OR6'(JAMB)SEEHEAD ! EMBEDME T: I /4' EXTERIOR 1/4' B(MROIRI ISEETAB DETAILS. SHEETS A. I (� MAX 10811. SHEE I SHIM `r SHIM PROPERL SECUREDIX CONCRET ANCHO TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP., WOODS KTYP., SEE SEEANC ORNOTE & WOOD BUCK TYP., SEE SEEANCHORNOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& ANCHOR NO 3, SHEETI TABL SHEETI ANCHOR NOTE 3, SHEET I TABLE A. SHEETI ANCHOR NOTE 3. SHEET I TABLE A. SHEETI HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD RETE INST ON Be CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRET ANCHORTYP., PROPERLYSE REDIX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECURED IX SEEA HORNOTES&�.WOODBUCK ..-SEER-,11eSEEANCHORNOTES&-7 WOOD BUCK TYP''.SEE -. _- SEE ANCHOR NOTES& WOOD BUCK TYP., SEE ABLE ASREETI `ANCHOR NOTE 3, ETf '"_; TABLE.. SHEETI ANCHOR NOTE3 SHEETI "" TABLE A, SHEETI ANCHOR NOTE 3, SHEETI SEE ANC R- - BE'ANCHOR:.Ij - - SEEANCHOR - NOTE 5, SH ET NOTE 5, NOTE 6„ 1 (1/4' SHEETI SHEET 1 I /4'MAX.j 'r �_ 1 (1/4-MAY 1 - EMRIOR E EERIRI EXTERIOR ter' CONCRETE `J 1/16 2-1/16 2-1118 PER TABLE E GE DISTANCE CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEETAB ASHEETI PERTABLE SEE TABLE A, SHEET I PER TABLE SEE TABLE A, SHEETI EMBEDMEN . ETABLE A,S 1 A.SHEETI EMBEDMENT. SEE TABLE A, SHEETI ,A.SHEETI EMBEDMENT: SEE TABLE A SHEETI E IL SILL* ` ME SILL O: CONCRETE TALLATION CONCRETCK ERNSTA LLATION CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET I MBEDMENT:S TABLE A, SHEE ;RLY SECURED OD BUCKTYP.. ICHOR NOTE 3, SHEET 1 ICMUANCHOR SEEANCHOR ES & TABLE A. SHEETI EMBEDMENT: SEE TABLE A. SHEET �: EDGE DI STANCE: I"! EDGEDISTANCE: PROPERLYSECURED SEE TABLE A, CONCJCMU ANCHOR - SEE TABLE A, IX WOOD BUCK TYR, SHEETI PRODUCT REVISED 4NCE, TYP., SEE ANCHOR NOTES&TABLEA„ SHEET I SEE ANCHOR NOTE 3, SHEETI LIX� g d. B.I1Tng Cotlow 6 tan 9.Fl.06 16-0626.06 'E A: SHE f I 2-0Hfi" �— E ,,ImVon Cat.02/1T/2020 1 ' CONCICMU ANCHOR 2-1/16` TYP. SEEANCHOR By Mfam-B act enro PROPERLY SECURED NOTES & TABLE A IXWOOD BUCK TYP.. SHEETI CONCRETE EE ANCHOR NOTE 3, CONCRETE OR CMU SHEETI OR CMU EXIEROR PERTABLE I11+ 1U DRERIOR PERTABLE n A.SHEETI ba`�ICPN AS nn V 1/4-MAX SHIM �-I S• F-- A SHEET 1 ;• j`�';' 3 iETi V4' MAX. SHIM - 74 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB Na. 53TC5 = .IA ION CONCRETE/CMU INSTALLATION I®c CONCRETFICMU INSTALLATION - (I 14IIL r�;= r&1>Neao SERIES 770 ALUM SGD-LMIMPACT ':`b^^��''"._•;�` JR i0/iNf4 cEirr. crwnerzmce sOnTro NTS 13 -22 v.,. PGT0f30 B-REJEeYos INSTALLATION.DETAILS NOTES: ' 1. ALL DIMENSIONS FRAME JAMB - SHOWN ARE BASED REOUIREDATALL 2.693"MIN. ON MIN. ALLOWED. INSIDE POCKETS 'EDGE TO PREVENT DISTANCE 2. FIGURES ON THIS EMBEDMENT: SEE WATER SHEET FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER INFILTRATION CONCJCMU ILLUSTRATIVE o WOOD ANCHOR TYP., ANCHORTYP.. SEE PURPOSES ONLY. SEE SEEANCHORNOTES T6 ANCHOR NOTES & TABLE A. SHEET i FOR EMBEDMENT: &TABLE A. SHEET I ALL APPROO VED SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SUBSTRATES. SHEE71 26 ILLUSTRATION, SHEET 9) '. 1-1/4' MIN, EDGE DISTANCE DISTANCE: SEE Exr6RaR 3. SEETABES I-3, TABLE A. SHEET EMBEDMENT: SHEETS B-S FOR SEETABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 E—RIOR SHEETI J ADAPTERCONCJCMU AND P•HOOK PHOOKWOOD ANCHOR TYP., E1 V P-HOOK ANCHORTVP., SEE MOUNTING ADAPTER ANCHOR QUANTITIES _SEE ANCHOR NOTES �„, CONCRETE OR ANCHOR NOTES T LE - 8JAB ALSO SEE EXAMPLE & TABLE A. SHEET I -t T N r OMU TAB ' EMBEDMENT: SEE -- . A, SHEET 1 z. ' ="ON SHEET 9. '- jTi (ALSO SEE TYP. 2.693"MtN. `-TABLE A, SHEET 1' (ALSO SEE _, ' ILLUSTRATION SHEETS) AC 0. SHEET 1 -' 6N: ILLUSTRATION SHEET 9) • EDGE DISTANCE FOR USE WITH FLAT SILL RISERS FOR USE WITH ANY SILL RISER ®P-HOOK �P-HOOK •M' PARTS 418Jc #20, 022 OR#24, PARTS 918#20 #220R#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN. CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA 2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEEANCHOR P-HOOKMOUNTING CONCRETEOR EMBEDMENT: SEE ADAPTER CONCJCMU NOTE 4, SHEET I; EMBEDMENT: SEE MIN. OF 3 THREADS TABLE A, SHEETI ADAPTER EMS TABLE A, SHEET CMU PER TABLE ANCHOR TYP., SEE A. SHEETI ANCHOR TYP., SEE ANCHOR NOTES &TABLE BEYONDTHE METAL ANCHOR NOTES A, SHEETI SUBSTRATE E6 &TABLE A, SHEET EMBEDMENT: (ALSO SEE TYR (ALSO SEE TYP. ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A, r EMBEDMENT: SHEET SHEETS)ED r BEE TABLE A, DISTANCE: SEE ' SHEETI TABLE A, SHEET I•'-."••9' ++ 1-V4'MIN. EDGE DISTANCE PROUCREVISED Im M.M ortla ..P-HOOKSMSANCHOR TVP., / - EXTERIOR SEEANCMOR NOTES) &TABLE A, SHEET P-HOOK CONC./GMU T� RIOR ',_ TT_ ANCHOR &TABLE V ANCHOR NOTES &TABLE Rew-xn. •�-����••••• Gpiratian mte 02/17f2020 e Miam mtlucl conhp ALSO SEE TYP. (2.693'MIN. A, SHEET 2.69B•MIN. ILLUSTRATION. SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS II1, ..Ir r CEN/. w PARTS #t9, #21. # OR #25, 23 Kc PARTSETE#2/,#23 OR #25. ; ,aV 6 METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES IA, 2A&3A MOUNT (SEE TABLES IA 2A&3A FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY ] � ,` II^ 52703 x 'ANCHORAGE %oro%tr�mamarmrve � DETAILS ry%#+ealxa SERIES 770 ALUM. SGD-LM IMPACT a,,. srano Nis 14 +12 ^"'+"' PGT0130 B KLYTY��ILLFIL P.E P.Essmas JR 0.,.-A-te* .., CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'AW &'Ad. NOTES: SHEETS 12 & 13 ) 1EE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE MAXTABLES, SHEETS FOR MAFOR PANEL HEIGHT AND WIDTH SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 1FOR INSTALLATION DETAILS.. 2) C LOCK (ITEMS O KING INTO EACH LOCKSTILE, LOCKING IMO KEEPER (ITEM 103),AT FRAME JAMB ORABTRAGAL < 3) PLEASE'SEEAPPLICABLE ASTRAGALII INTERLOCK- . , COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; - INSTALLATION DETAILS 'DW &'De, SHEETS 12 & 13 MAX. UNIT_ WIDTH MAX. PANEL PANEL PANEL TYPE TYPE PANEL APE as, ,AS. TYPE MAX.PANEL t NOM. PANEL / / GHT SEE WIDTH TYP. PER NOTE2 TABLES NOM. PANEL WIDTH TYP. PERTABLES 13 INTERIOR Ex RQR �. CORNER DETAIL WZ, SHEET 19 8 CORNER ANCHORAGE SHEET II MAX. UNIT MAX HEIGHT INTERLOCK DETAIL DLO PER SHEET I9 HEIGHT TABLES EXTEMIR IMERMR 1 13 90, . EXAMPLE: 9T INSIDE CORNER, 4 PANELS.- XX/)CC SILICONE STRUCTURAL POLY1509U1YLEN - W Fl OEBICCANi EXT. GLASS I/ PartC Description Material 124 KommeRing 4SG TPS Spacer System 125 Ouanex Super SpaurnXTwith Hot Melt Butyl Sae this ' 128 Ouaoex Dureseal Spacer Sheet for Materials 127 Cardinal Edge Spacer ' Slltum AL SILICONE FOM1 w" DESICCANT JAMB INSTALLATION SHEET 18; INSTALLATION DETAILS, J 'Gw' &'Gc', SHEETS 12 &'73 OLD WIDTH = NOM. PANEL WIDTH -T' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125' PANEL HEIGHT = DOOR UNIT HEIGHT -1.80' iu KODISPACE4SGTPS 9 SUPER SPACERONXTT" ALUMINUM REINFORCFlAENi pnLY1S6 DESICCANT FILLAREA CUf1YENE yt6'NOM. YiT NOM. SEAL BUDL& sILICONESEAI DESICCANT ROLL -FORMED FVINT. STAINLESS STEEL GLASS GLASS IM. GLASS 9DURASEAL® SPACER ,. XL EDGETMSPACER NrNeo-rw U _ ccTrr. oFAurN. �re a 5aa1A 15 + 22 PGTD130 REVISED NA the F1orICa INT CONFIG. EXAMPLES !M', SHEET 19 �'M', SHEET 19 S DETAIL'132', /ASTRAGAL HEADER DETAIL'A', SHEET ISTALLATION DETAILS'LI'& 18; INSTALLATION DETAILS I &'Ge. L2, SHEET 19 'AW' &'Ad. SHEETS 12 & 13 )EFTS 12 813 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE .R. •L, •p •q• MA G / NOM. PANEL A UN HEIL MAX. / WIDTH TYP. SEE PE TABI DLO PER I3 NOTE 2. 7 HEIGHT TABLES SHEET 15 a. MAX UNIT WIDTH 15 DETAIL'GT, SHEET 18; DETAILS'GW 8'GC, SHEETS 12 & 13 HEADER DETAIL W, SHEET 18; INSTALLATION DETAILS'AW &'Ae, SHEETS 12 & 13 PANEL PANEL TYPE TYPE K. CS' 'OS' T rA' HTSILL DETAILPANEL 'D', ES SHEET IS: M WIDTH TYP. I INSTALL DLO PER DETAILS HEIGHT TABLES 13 III MAX. DLO WID TIP. E PANEL TYPE 9C MAX. UNIT HEIGHT PER SEE TABLES NOTE 2. 3 1EET 15 a W12 1. �.. •/ ,:vv JAMB DETAIL'G3', SHEET /16; INSTALLATION DETAILS F( 'GW &'Gc', SHEETS 12813 INiFFOft INTERLOCK DETAIL M', SHEET 19 90' OUTSIDE CORNER DETAIL INV. SHEET 19 & SHEETii NreMDR ENTERIOR . - NOM. PANEL WIDTH TYP. PERTABLES 13 1 SEE FRAME & SILL DETAIL'D%SHEET t8; MPX. UNIT WIDTH PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION •DW &!De. SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK) DETAILS SHEET 15 2-TRACK JAMB DETAIL11'. SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & 1 1-2, SHEET 19' .'\ INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13� 'HEADER DETAIL 1 J ETAiI'H2'. SHEET P-HOOKDETAIL X &'M, SHEET 'B', SHEET t8; HEADER DETAIL'C', SHEET INSTALLATION JAMB DETAIL'I2', SHEET 18; INSTALLATION IS; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, 18; INSTALLATION DETAILS TW &'He', SHEETS 12 & 13 'Je,'KW &'Kc', SHEET 14 DETAILS'fiW &'Be DETAILS'IV &'Ie, SHEETS 12 & 13 SHEETS 12 & 13 'CN 8'Cc', SHEETS 12 & 13 MA) RE F TA 1� MM. UNII WIU In PANEL PANEL I TYPE TYPE 'M' FUNITNOId.PANELERWIDTH IP PER'PILES E 2, TABLES1-3-3 I5-- % X EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;' (&TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'Ed, SHEETS 12 & 13 C T,P AM EMI50 r- MAX. UNIT WIDTH ---1 PANEL PANEL PANEL TYPE TYPE TYPE M' F P F M ' NOM. UN PANEL G HEIWIDTHTYP. PE SEE MAX. PER TAB —NOTE 2 OLD TABLES 1-3 1 SHEET 1 HEIGHTS 0 qx GHT= 3 PRODUCT REVISED pl , wIN tlla Fl.,m. u�eamp lode NOA-NP. 16-0629.06 IT -E.Po-annn oaie02/17f2O20 R ev LES slam, a ua, coat I EXAMPLE: XXXO SILL OETAILP. SHEET 18, - (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW&Te. SHEETS I2& 13- `i. .J•-: - ?t EXAMPLE ELEVATIONS SERIES 770ALUM. SGD-LM IMPACT A. LYNVMWEit PE ® aw,^ _ B sco-Tro NTS ifi a n P070190 PE.050T05 .:a_ ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) FI E%TERIOR Gsl m 2-TRACKJAMB CUF9105 W/RETAINER#106 (SHOWN WITH FIXED PANEL TO THE INTERIOR) rq1 t-TRACKJAMS ;LIP #60 OR g.05- M/ RETAINER 9123 SHOWN WITH VED PANEL TO IHE EXTERIOR) SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD TRACK 2-TRACK W/SCREEN O FRAME SILL ITEM 61 SHOWN, REM 60 ALSO APPLICABLE, SEE TABLES 13. SHEETS 03 FOR DP (PSF) ASSOCIATED WITH STILE. 2-TRACKJAMB (SHOWN WITH OPERABLE PANEL) 11-EKIERIOR 4all E FRAMESILL IN FULLPANELJAMBLEIJM WOR61 106 7g jpiM-11 1i NORM 16 fi 5 SEE DETAIL G7 FOR FIXED 60 PANEL CLIP T CKP6ART SEE DETAIL G2 103 FOR FIXED 6 60 OR61 PANEL CLIP 103 fi 16 1 - wORM _ - I-1 TRIO E%IERIOR n._E:TRRIOR Fy,1ERlOfl V 34RACK JAMB 3'TRACK JAMB 4-TRACKJAMB 4-TRACK JAMB -H1 (SHOWN WITH �(SHOWNWITH 11 (SHOWNWTTH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) E% IIMOR 41 CK F FRAME SILL 4. SGD - 15 > 22 MAX. UNIT HEIGHT PER TABLES I3 PGTO13D xon-xe. _ 164629.06 E<pinuan Data 02/1712020 gT Miam evcTTE—Tanta ASSEMBLY DETAILS � (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 1 ° 1 4 INTERIOR fit 113 ttg a I-I-PUERIOR L% J /LE RIOR V � fi8 a1W 11B I' alum,50 ILS u WITH STANDARD STILES 6D ®WITH H NT-DUTY STILESN61 Nt 2-TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 6136' OUTSIDE CORNER 01 2-TRACK SHOWN xpleulsm^-- GEFf.OFAMtY1Be58 ®90- INSIDE CORNER z 2-TRACKSHOWN a4yl\nTEwOR ERNES 770 ALUM. SGD - LM IMPACT �r SGOJ)B NTS I 19 � 22 POT0130 INTERLOCK ITEM N61 (HEAVY-DUTY STILE) SHOWN, ITEM 960 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES ", SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. PRODUCT REVISED s comet Lg wiN M. Rndda aeuuding cede xow-xo. .16-0629.06 _ E pimOon Date 02H7@020 gy mmm � meuel conwl MS A.ITNN MILLEry Pi. R P.f C50105 ' � i kJ _ Item up-GT# I PGT# Description 1 1r3r6 617M 2-TRACCHEAD 2 17303 91t303 2-TRACK HEM WITH SCREEN SAL 3 17309 8f]?09 STRACK HEAD 4 1Ti12 617312 4TRACX HEAD 5 fI314 B1M14 FRAME SCREWCOVFIt 6 7317 8fi317 FRAME HFAD7JAM6 AErON 7 iroM OIT3N 2-TRACK SILL 0 17301 60301 2-TRACK SLL WIM SCREEN RAL 9 TM-7 81TW7 YTPACKSLL 10 17310 617310 14RACK SILL 11 IY313 617313 FRAME SILL TRACK INSERT 12 11315 817315 FRPMESILLSCREENAODON(6EENGTE3) 13 1)111 617315 FTIPME 6LLLSCPEEN DIOAODON KGEE NDTE 37 14 1T3O5 61]305 2--TRACK JAMB 15 17M 017502 2-TMl](JMAB VJRH SCREEN RAL 16 17308 817300 IMACKJAMB iT - -1]31fa 4' �817311 4-TRACK". 1! 1fl22 511322.---SSL L 0.LSF.R-FIA.NllSH. 1-ifY".- � 19 17319 817319 SLLNER-BOK FWSH, 20 1732t 6IYYZ1 SLLRISM-RAT,LOW,2-1? 21 1MIS 817310 SLL RISER -BOX LOW, 2-1M' 22 17355 6fI355 S0L RISEN -FLAT. MEDON, 3-1f1' 23 t]354 617354 SLL RISER - BOX MECUM, 34I4' 24 1T323 61TN3 Sol. RISER-FAT,NOH, 4' 25 17300 617320 SILL RISER -BOX HKM. 4' 26 OG33 SIMS POCKETPNOOK 27 70M N070 NEOPRENE M-13 WSTP rOR PA1OUK 28 17334 017334 POGKET PNCOK MOUNT A JM5 0f7335 PT00N—CO VER 30 1-8 61734E POGXETPSIOOKFORBO%RMER 31 MM 61i9i0 135CORNER 32 17316 61T3T8 135 FDED MOUNT HEMS 4047 ARE SCREEN 1AR35: 40 'EN9 OUE150 SCREEN SIDE RAL-LOCK IDLE 41 1TLOCKWGSK SCREEN LOCKSET 42 1 41818 SCREEN KEEPER SPACER SET 43 1 8152 1 68152 SCREEN WIEPLOCK PDAPTEN M 44M 6MR SEEM DOUBLE FITERLOCK 45 4317 WaSS SCREEN TOP RA, 48 4w 81225T SCSEEe BOTTCMRAL ' 4T 668 ' YEW STANDARD ROLLER _ 48 #66 ISRAX STANDARD ROLER-ST. STL 49 4341 64344 SCREEN ASTRAGAL 50 1,,,S 01T319 DMI $GREEN ASIRAO0.LADAPTER 51 IB92 61692 SCREEN 6PLwE-.1BY 52 1d94 61691 SCREEN SPLINE -.15D' 53 OIBfECN1 SCREEN CLOTH 54 1725 11Y %d` %1/10' 6Er. BIOCN, NEOPRENE 851I4 55 list I VX4'X1/18'Set. 13-C NEOPRENE 05 M Item DwGT# PGT#. Oes<Nptlen 60 1]]25 61I325 PYWEL STLE 61 17328 81TM6 PANELSTRE NEAW OUII') 62 17327 6113N wIFRLOOKAUAPTOR 83 120 6TP248 VNri BULB WSTP.-WN(NSDE iNTETLOCK) % 1]29 T1729 Sol. END Y.EAl11ERSTRP PAD 65 t]328 611328 NIERLOCK SCREW COVER B] 1T329 61]]29 ASTRAGAL 68 17339 617339 NEAWDUIY ASTRAGAL 69 17324 UtTV4 IMP L BOTTOM PAL TO 17350 417350 ILEATHERSTRP EXIENSON(III MOLDED) Tt 1655 71695 1-1M' X V XW4' HIM FIN SEAL DUST PLUGS 12 B153 ]8153% TPNOEM ST. STL ROLLERASSV. 73 810 781PR TAN OEM NTLONROl1ER ASS)`. 74. SNCwt, IXIW4W9, OOW-OS ORGE-71. 75 8185 7B1B5X GEMNIMORTOE 3PLY MAL LOCH MIXING IT3M PLATE IO "—FPFX #1D32 %1'R.SS SCREW W/T1PE'F'RP 77 ]tW39 10O2 STEEL ZWC UNUT'" T9 _ i;?S/ s"F :3 BEAD - SO 1T359 617359 TI15'BEAOIFD2DPANELCLP 6N3s0 WIWBEAD 224 BTP247K VwYL BULB WEATHERSTRPT45 1745 LONE NC, iM• X1R6' SOL SINE IDN. TAPE, POLYETH.052 48062 ROLL ER AD& HOLE PLUG 7=7 . 13 BUMPER B90 71690 OUSTPLUG E3SO im TwW% 1-KEEPER5J]SOKEEP 6CPEEN LOCK KEEPER 344 617344 FDED PANELC3P-V LONG 352 61T352 FMD PANEL IUTMNER-9'I6' 739 11739 HANDLE KIT- NTEROR RAISED WAN MUMS TURN 40 71740 HANDLE KR-RASED EXTERIOR HANDLE ]31 76IMN HANDLE KIT- REMSSEU NIGIOR LMMMUMS TURN 110.1 1732 79N0 HANDLE KIT- RECESSED EXTERIOR PULL 111 1ffXNPPSDP%#10XW4' PH. PN. TEK- S.S. 112 1235 W518 WSTP,.2]OX.I]0-FNSEAL 113 1712 miss .1Bi%33VFNSEA- 114 71DM15PPX #tOXI-IRA' 115 710WPr #f0X1' 110 1.A 41420%1'S.S. 111 1 720X112X 110 1T3W 611330 90 DEOREEWMERRECENER 119 171.7 81]337 900EGREEOUIBDECONNFRASRAGAL 120 17 J3 fil lT]38 90 GREE wN_ CORNER ASTRAGAL DE 123 11352 81>352 FOED PANELRETANER,]IB' NOTES: I)ALL ALUMINUM=6063-T6 2) ITEMS # 33a9, 5659. 66. 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 3) USE OF #12 OR #13 REQUIRES MIN. #10 EMS OR 3116' MASONRY ANCHORS ® 24- MAX. O.C. .I. BxppaOen REVISED Ilt the FIadda S.Ofi9' - 6.562' 0.080' 1.505" 1.211' 0.081• O2-TRACK HEAD 10 4-TRACK SILL (606346 AL) (6063-T6 AL) 6.198' 1.211° O2-TRACK HEAD W/SCREEN TRACK (6063-T6 AL) 11. 0.081• O3-TRACI(HEAD +' (6053-T6 AL) 6.526' 0.080" 1.505' O8 3-TRACK SILL (6063-T6 AL). 6.221 O2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 9.142" 4.49• 0.080' 1.2 I 1, 1.505^ 0.081" O4-TRACK HEAD Oi 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.514' y-l.zeo• _ 0.060' OFRAME HEAD/JAMB SCREEN ADDON (6083-TO AL) SEE SHEET 17 FOR SILL RISERS. o.oez° 0.532' 1.518' FRAME SILL SCREEN 11 ADD-0N (6063-T6 AL) REQUIRES MIN. #10 EMS OR 3116• MASONRY ANCHORS @ 24• MAX. O.C. 0.060• oa60 7.990' FRAME SILL SCREEN 13 ENDAOD (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3116- MASONRY ANCHORS @ 24- MAX O.C. LEAF.O AU .l1PI8J 16 3-TRACK JAMB (6063-T6 AL) 1872, 0.062' 1J.019" 0.061^ SC d0 STILEREEN (606346AL) 5,069" -Ir 1.045" I , 993" 0.062" 14 2-TRACK JAMB 46 SCREEN TOP RAIL (6063-T6 Al-) (80E3.78AL) 1] 4-TRACK JAMB (6063-TEAL) I SERIES 770 AL UM. SGD-LM IMPACT I mti m I MS 1 21 - 22 PGTO130 993' 0.062^ SCREEN 'O BOTTOM RAIL (6063-TEAL) EARlnll. 16-0629.06 {N E m \\ 4 � !h� ; i■q rr IN Ea