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HomeMy WebLinkAboutNotice of Acceptance - 'MAi4fl DADE COUNTY,FLQCtIOA PRODUCT CONTROL SECTION 13EPAftThiEN r OF R)EGULATORYAND ECON01111C RESOURCES(RER) 11805 SN-26 Street,Room 208 BOARD AND COPE ADM1: USTRA,TION DIVISION T(786)315--2590 P(786).315-2599 NOTICE OF ACCEPTANCE___ ) immmiamidade.eavleccnomy PGT Industries,Inc, 1070 I'eclurology Dtive, 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 1Nliami Dade County RER- Product Control Sectiop 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 Mianti-Dade County Pxoduct Control Section-(In Miami-Dade County)andt or.the AIU.(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 AHS may immediately revoke, modify, or suspend the use,of such product or inaterial 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 bfthe applicable building code.- This product is approved-as described herein,.and has been designed to comply with the'Florida Building Code,.including the High Velocity Hurricane Zone, s DESCWTION: Series'ESGD--770"Aluminum Sliding Glass Doors w 190°&1350 corners-L.I LL APPROVAL DOCUMENT:-Drawing No.PGTO130 (former PGT0002 Rev C),titled "Series 770 Alutm SOD-LM..Impaet", sheets d)1 through 22 of 22, prepared'by'manrtfxtcturer, dated 08I05fO7 with.the latest revised orr 01130115, signed and-sealed-by Lynn.Miller, R E., bearing the Miauti:Dade Comay Product Control Section Renewal starnp with the Notice of Acceptance number'and Expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Targe and Small Missile Impact Re.4istant LABELING: Each unit shall bear a perinarrent label with the.manufacturees name or logo, city, state, series, and following statement: "Miami--Dade County Product Control Approved", unless otherwise noted herein. RE,VISION of this NOA shall be considered aftor a_renewal application has been filed andthere has been no change in the applicable building code negatively affecting the performance of-this prbdgct. TERWUNATION 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 nit endorsement of any product,for sales, advertising or..any--other purposes shall automatically terminate this NOA.Failure to comply with any.-Section of this NOA shall be cause for te?inination aitd'ivnioval af.N0A. ADVERTISEMINT: The NOA number preceded by-the words Miami-Dade County, Florida, -and followed by tlhe expirration.dato-may,be-displayed in advertising literatare.If any portion of the NTOA-is displayed,then ii shall he`donc in-its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by-the matiufacturter or its distributors and.shall be available for inspection at-the job site at the request-of-the Building Official. This NOA revises-and reneivs NQA No. 14-0123.10 and consists-of these pages 1 and 2, and evidence pages B-1,E-2 and E-3,as well as approval document tnentioned'above. The sribmitted documentation was reviewed-by Jaime D.Gascon,F,E. a141AMM1ffi?MEC?UJN,ry NOA i1in..l d-0128,]1 Eapimtion Date.; February!7,202.0 Approvol Date: February 12,.2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBTNUTTED A. .DIZANVINGS 1. Manufaeturer's die drawings and'-sections. (Submitted under previous-IVDA No..14 0.123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SOD - IM impact ., sheets 01 through 22-of 22,prepared.by manufacturer, dated 08/05/07 with the latest revised on 01/30/15, signed and sealed by Lynn.Miller,P.E. B. TESTS 1.. Test reports on: 1)Air Infiltration Test,per FBC,TAS.202-94 2)Uniform Static-Air Pressure Test,Loading per F.BC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 20294 4)Large Missile Impact Test per FBC,TAS.20.1-94 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 afininum Sliding Glass Doors,-Prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL--7554, dated 11/01/13, signed and sealed by Marlin D:Brinson,P.E. (Submitteel under previous NOA No. 14-0123.10) 2. Test reports on: 1).Air in:Fltration Test,per FBC,TAS 207-94 2)Unifbim Static Air Pressure Test,Loading per FBC,TAS 202-94 3) 'Dater Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test-per FISC,TATS 201-94 5).Cyclic.Wind Pressure Loading per FBC,TAS 203---94 6)Forced Entry Test,per FBC•2411.3,2.1,and TAS 202-914 along with marked-up 'drawings and installation diagram of ahtminum Sliding Glass Doors,prepared by-Fenestration Testing Laboratory,Inc„'Test Reports No.'s FTL-5980--R,.FTL-6001-R -and I:+FL-6015^R have been revised and reissued on 12/29109, all signed and sealed by'Jttlio Gonzales,P.E. (Submitted under previous 1NOA No. 09-0826.10) Jaime A Casco E Product Control Section Supervisor NOA No.14-0128.11 Expiration Date: February 17,2020 Approval Date: February 12,2015 E-1 PCT Industries,Inc, NOTICE OF ACCEPTANCEt EyiDENCE suBm;'1 QED B. TESTS(CONTMED) 3. Test reports on: 1) Air Infiltration Test,.per FBC,TAS 2027-94 2)Unifbnu 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 tnarked--up drawings and installation diagram. of aluminum Sliding 01.255 nDO?'S, pFebarec'. by re*tes+fat'.0?? Tt'31:a1?,g T 9bCk1'a_trj.y, TQC., `x(;S+ ?j{fwoplS -`''�T+--.1.'I�tF�' ���f. : .�:'�.�� T�' .,.-..y�,1�) .;vr�J...l,;r111.,-}�f•',•n7, _ - �rr� 'G.-nT a, �11 ` ���-...Ji('ilr N'Y!,-6023, FT1,4024, FTL--6025, FT"028,. rTL--6031, Ff"033 and FTL-6036,all dated 08/10109,signed and sealed by Julio Gonzales,P.E. (S'ubmilled under previous NDA No, 09-0826.10) C. CALCULATIONS I. Anchor verification calculations and stnictural analysis, conformance to and complying lAith FBC 2010 and with F.BC- P Edition. (2014), prepared by manufacturer, dated 01130/1 5,signed and sealed by Lynn griller,P.E. 2. Glazing complies with ASTIM E1300-09 D. QUALITY ASSURANCE L Miami--Dade Depm1ment ofRegu.latory and Economic Resources(RER). E. MATERIAL-CE RTR41CATIONS 1. Notice of Acceptance No.13-0129.27issued to E.1: DuPout.DeNemoars&.Co.,rue. for their`DuPont ButaeiteO PV1I Interlayer"dated 04111/13,expiring on 12/11116, 2. Notice of Acceptance No.11-0624.01 issued to ET.DuPont DeNemours&Co.,Inc. for their"DuPont SentiyGlas@ Interlayer"dated 08125/11, expiring on 01/14117. F. STATEMENTS I. Statement letter of confonnanee to and complying with FBC P Edition (201.4),issued by manufacture, dated 12117/14,signed and sealed by-Lynn Miller,P.E. 2. Statement letter of cohfonnanee and complying with FBC 2010, issued by nianufacture,.dated 01124/14,signed and sealed by Lyme Miller,P.E. (Submitted-underpreviousNOANo.14 0123.10) 3. Statement letter of no financial interest,issued by manufacture,dated 01/24/14, signed and sealed by Lynn.Miller,P.F. (Sabrnitted ujrder previorj4NDA No. 14-0.123.10) 3nillte D.Gascoll,P-.B. 'Product Control.Serfion Supervisor NOA No.1"118.11 Expiration Datc: February 17,2020 Approvai Date. February 12,2015 E--2 PGT Industries,hie. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE,:YIENTS (CONTINUED) 4. Laboratory compliance letter for. Test Report No. FTL-7554, issued.by Fenestration Testing Laboratory,Inc.,dated.l,1/01/13,signed and sealed by Marlin D. Brinson,P.E. (Submitted railer pre Proms NOA No.14-0123.10) 5. Proposal issued by Product Control,dated.08/12/13,signed by Jaime D. Gascon,P.E. (Submitted under pr:evioits NOA'No. 14 0123.10). 6. . Laboratory compliance leiter for Test Reports No.'s FTL-5980-R,FTL--6001-R and I+Y17t--6015-R,,reissued by Fenestration Testing Laboratory, Inc., all dated 12/29JO9, signed and sealed by Julio Gonzales,.P.E. (Submitted underpreviousNOA No. 09•-0826.10) 7. Laboratory compliance letter for Test Reports No.'s FT-L-5980., FTL--5993, FT1-6036, FT"001,FTL-6014, FT"015,Y17,6017,Y-T"023, lff"024# 11"025, I4"TI,6028, F'r"031, F 1,, 6033 and FTL-6036, issued by Fenestration Testing Laboratory, Inc., all dated 08/10/09, signed and sealed by Julio Gonzales, P.E. (Submitted.uuder previous NOA No. 0.4-0826.10) . 8. Proposals No.'s 09-01.77, dated 03/17 & 31/09, 09-0177A, dated 05107/09, 09-01778, dated 06/09/09 and 09-0I77C, dated Il/18 !09, all issued by Product Control,signed-by Ishaq Chanda,P.E. (Srrbntitted tinder previous NOA No, 09-0826.10) G. OTHERS I. Notice of Acceptance No. 14-0123.10, issued to PGT Industries, Inc. for their Series "86D-470 Aluminum Sliding Glass 'Boors wl ivo Reinforcements", approved on 02/06/14 and expiiingon 02/17/15. Jaime D.Gascon,P.E. Product Control Section SupervIS4r NOA No. 1"128.11 Expiration Date: February 1y,2620 ApprovRl Date: February12,2015 E_—3 SERIES 770; IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Frau Mh Edge Min. Group Anchor Substrate INCLUDING POCKETS & 90°/1$.5° CORNERS Concrete[minMember Distance Embedment .2.85 kat) eaI Jets 1 GENERAL NOTES 1 114'E(co Ullrmoon UngrOpled CMU,(ASTM.G90) Jamb only 2-112' 1-114' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. Grouted CMU(ASTM C-96 min.2 kel grout) Jamb only 2.112• 1.3/4' 2)DESIGN PRESSURES: Concrete(min.3.35 ka0 HeadlslluJamb 1" A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND C(eteFlex GLASS TABLES ASTM E1300. y Ila'E31co 410 s.s. Ungrouled CMU,(ASTM G90) Jamb only 2.112' 1.114' 1' B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T.Southam Plne SG=0.55 HeadISI110amb 1.395' 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 1141 Elco Wrecon Concrete(min.2.65 kal) Head/Sill i' t3f8' PROD.UCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTA T Un routed CMU ASTM C-90 Jamb oni i• 1-114' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA #12,18.0 or 410 P.T.Southam Pine 34S' 55) HeadfSlWJamb afe, 1.318• BUILDING CODE.FOR ANCHORAGE.DETAILS.SEE SHEETS 6-14. S.S.SMS, Aluminum,8083-T5' HoadlSiNJamb 318' 0.083` 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 (min.11 Ihreadslln) Steel,A36' Head/SilgJamb 318• 0.050' Steel Stud,A653 Or.33' Head/SIIVJamb 318' 0.0451' 6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH Concrete(min.3.275 ksl) Head/SIIUJamb t-112` 11918' NARROW JOINT SEALANT. Va'Elco 18.8 B.S. Ungrouted CMU,(ASTM G90) Jamb only 2` 1.114' 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIIAF&PA NDS FOR Aggra•Galor Grouted cMLI(ASTM G90,min.2 kai grout) Jamb only 2• 2' WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. P.T.Southam Pine(8G=0.55) Haad1SHV IgMb 1` 1-318• 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T.Soulhem Pine(SG=0.55) Head/SIIUJamb 9118" 1.316' CURRENT FLORIDA BUILDING'CODE.,INCLUDING THE HIGH VELOCITY HURRICANE ZONE-(HVHZ). 4 #1g,Steo18MS 05, Aluminum,6083-T5• HeadlSlll/Jamb 318• 0.063• 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT (min.tt threadelin} Steel,A36• Head/SlWamb 318• 0.050` FLORIDA BUILDING..CODE,AS APPLICABLE, I steel stud,A853 Or.33' HeedlSllVJamb 318" o.045t^ TEST REPORTS:PTL-6980,FTL-5993,FTL•8001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6423, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE,METAL SUBSTRATE TO MEET MIN. FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THEAU7HORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.653"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-DADd COUNTY APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE RE01"REMENTS. 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. NDA DF2AW)NG MAP 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BU KS ARE OPTIONAL IF UNIT'IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE'1-1/2"THICK OR G EATER.IX AND 2X BUCKS SHEET (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK D SIGN AND INSTALLATION IS THE GENERAL.NOTES.............1 RESPONSIBILITY-OF THE ENGINEER OR-ARCHITECT OF RECORD TO BE REVIEWED BY.THE'BUILDING OFFICIAL. EXAMPLE.CONFIGS..........2 4)METAL SUBSTRATE TO MEET.MIN..STRENGTH.AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............'4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6-14 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL1S.NOT REQUIRED.IF USED,NON�HRINK,NON-METALLIC GROUT, DESIGN PRESSURES.......6-8 MAX.1/4"THICK&340D PSI MIN.,(DONE BY OTHERS)MUST FULLY:SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT INSTALL DETAILS..............12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,3011 FET PAPER OR MASTIC iS ELEVATIONS.....................15,16 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. PANEL./.SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............1 B,19 PARTS LIST.......................20 Glass Daacripllpn(LIded from Exlertorto Interlor) EXTRUSIONS.... .......21,22 G3 7/16'Laminated:(2)Lltes 03116•HS Glass with.090'PVB Interlayer PRODUCTRBNBWRI) GM 9116'Laminated: 2 Utes of V4'HS Glass vAlh.090'PVB Inieda er 9 IdIngCode ih t1w Ptorido BuildtngCoda •�,,f�'�24.4 G4 7118'Laminated:(2)Lites of 3118'HS Glass with.090'SG Intedayer DESIGN PRESSURE RATING IMPACT RATING Acm"VIWWo No G4A 9116'Laminated:'(2)Lltes of 1/4`HS Glass with.090'SG Inleda er SEE TABLES 1,2 6 3 ON RATED FOR LARGE&SMALL 1 r C![auc .—��' I�Q C> GS 1'Leminated I.G.:3118'T Exterior Ca +319'Alr Spaoe+7116"Laminated; 2 Was of 3116"HS Glaos wllh.090`PVB Inleda r SHEETS 6,7 8 6 MISSILE IMPACT RESISTANCE BY GSA 1"Laminated i.G.:114"T EKtedor Cap+5116'Air Space+7116"Laminated;(2)Was of 3110'HS Glass vAth.090'PVS Inleda Hr i 1iw"i hn..•�ptd 44 ll.f 11'�� G6 1'Laminated LG.:3116'TExtedor Cap+316'Air Spsoe+71161 Laminated;(2)Litea at 3116'HS Glass with.090'Sr.intedayet GLAZING.NOTES' GOA 1"Laminated I.G.;114'TExlerlorCa +6116"Air S oe+VIV Laminated; 2 Lltes of 3116"HS Glass vhIh.090'SG Intedayet "ANN"=ANNEALED N G7 7/18'Laminated:(2)Utes WNW ANN Glees with.090'SG inleda er "HS"=HEAT STRENGTHENED � � •' G7A 9116'Laminated:(2)Utes of 114"ANN Glass wllh.090"SG(nlerlayer "T'=TEMPERED ND.58705 G8 1'Laminated I.G.:3116'TExtedor Cep 4-31W Air Space+7/161Laminated;'2 Lltas of 3116"ANN Glass vAth.000"SG Inteda r "PVB"=DUPONT.090"BUTACITE PVB 08A 1'Laminated l.G,,.114'T Exlador Cap+5118'Alr space+7118'Laminated;(2)Ulee of 3118'ANN Glass wlth.090 SG Intedayef "$G"=DUPONT.080"SENTRYGLAS U : f� RWW14- DO.' -�0 STat OFf�S'www 1070TECHHOLOGYDRWE GENERAL NOTES AND MAP ;� ' •,.�oRto!*.•''���'� N t7 nr1cE Fca42r6 r�r %S,S10"' ' (srr>♦so rasa 5! 2TSERIES 77'0 ALUM.SGO-LM IMPACT Nni ti t���• o,a, OD ami °Mi° vmft b a c A.LYNN MILLER P.E. Jit 10/io/l4. vow CERT OFAtAH.H20M BQ!}J70 NTS 1 a 22 PG.T0130. P.E.#68705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNPf WIDTH LOCATIONS USING DETAIL"JW,"JC","KW-OR"KC"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH PXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-31z 13 PER TABLES 1-3 CAN BE OXXXp. sed 2)90°8135°CORNER CONFIGURATIONS CAN BE A COMBINATION t to r OF ANY 2 STRAIGHT CONFIGURATIONS. � s c MAX.UNIT t MAA-19 UNIT i & MAXa I a gr 3)FOR NOM,PANEL WIDTH,SEE TABLES 1-3. HEIGHT i ¢ HEIGHT t 1 r z PER TABLES 1-3 i r PER TABLES 1-3 i "X"=OPERABLE PANEL, ' I` M. "O"=INOPERABLE PANEL, POCKEr y POC)c Fr i "p"=POCKET DETAIL LETTER - r -l.,r- "w"=WOOD OR METAL INSTALLATION 1-PANEL 0 2-PANED ® " =CONCRETE INSTALLATION CONFIGURATIONS 1 CONFIGU-RATIONS t L—SHEET NUMBER MAX.UNIT l'IDTH MAX.UNIT WIDTH DLO WIDTH=NOM-PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" NOM.PANEL WIDTH NOM,PANEL WIDTH0888 PER TABLES 1-3 ' 3 t PER TABLES 1-3 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" Oc f' J r 1 1 � y MAX.UNIT 1 1 c r/ 1 I° $ MH IGHTT i h HEIGHT t� t uj PER ,u PER TABLES 1-3 � � � i pS, TABLES 1-3 POCKET � 3r71 � � � � � POCKCr I N 3-PANEL CONFIG.UF,'arIONS 4-PANEL CONFIGURATIONS -- =— MAX.UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH 1 Ac 3 C3 NOM.PANEL WIDTH PER TABLES 1.3 PER TABLES 1-3 1 J I PRODUCT 3 asomplying gylthttwklorlds 19 a s 1, ( 14 1 i o� MAX.UNIT SEE Build' No MAX.UNIT jM 91 I��'y HEIGHT NOTE - E -� t is ��p ,nate B HEIGHT t t' PER / / z,rests PER TABLES 1-3 I TABLES SHEET' iRu(nu,i0,14,!Y�Y9+f5tr""." t1 11 ..... • POCKET i 'EXTERIOR � : CMZ .•'U�t;ENSF'•.,F,P 5-PANE1 CONFIGURATIONS ^J C6 t i t3 t ORNER,TYP'. No. 0705 (OUTSIDE CORNER SHOWN, - INSIDE CORNER SIMILAR) '•, 30 S • w Aft.dftK �� _ ;gyp STATE = �� WiRwa 10707ECHNOLOOYDRWE EXAMPLE CONFIGURATIONS ?� aw rm fs av N.VENICE,FL 94276 xmw (041)-0 1800 SERIES 770 ALUM.SGD-LM IMPACT "Y• d�: .mm: 61 smnv* sma �'°b °"�0a a r A.LYNN MILLER,P.E. JR . 10/10/19 CERT.OFAUM#20298 8t31}77C Nr$ 2 d 22 PCiT0130 P.EJr58705 EXAMPLE CONFIGURATIONS I 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 300-114"@ 120"HEIGHT l LOCATIONS USING DETAIL"Jw","JC","Kw>"OR"Kc"INSTALLATION. NOM.PANEL WIDTH 12 3 ® EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXp. t i c9 I 2)90"&135°CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT i 962!L L-IL 9' /j &o OF ANY 2 STRAIGHT CONFIGURATIONS. HEIGHT, i o / / / ` / {ff i 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. 96"OR 120" I !CL� "X"=OPERABLE PANEL, f i POCKET I y "O"=INOPERABLE PANEL, "P"=POCKET 6-PANEL CONFIGURATIONS E Fc a DETAIL LETTER MAX.UNIT WIDTH 'V=WOOD OR METAL INSTALLATION W"c"=CONCRETE INSTALLATION NOM.PANEL WIDTH 3 i t SHEET NUMBER PER TABLES 1-3 1��---� I Jc i QLO WIDTH=NOM.PANEL WIDTH-7 19 9 9. DLO HEIGHT=DOOR UNIT HEIGHT-10.125" MAX.UNITF 1 19 t9 1 ;Hat o PANEL HEIGHT=DOOR UNIT HEIGHT-1.666" lib m HEIGHT 19 9 t I 0PER TABLES 1-3 / 1`� POCKET 7-PANEL CONFfGURATIONS 3 -+ MAX.UNIT WIDTH NOM.PANEL WIDTH i 3 PER TABLES 1-3 Jw I PRODUCT RENMVED 3 9 18 1 1 tosoomplyh*vdlhftFfwWs. I MAX.UNIT c 19 t9 f9 19I (v 1 is 1�'&, pu plm�ccNo ildi HEIGHT 19 j Expiretionpata ��P,> PER TABLES 1-3 / 1 a Miomi Dado'{p4QdtKiLYNN cpytlo1 ILL-11 —�POCKET I `,`�� ..N3'I}/((�� t' 4 8-PANEL CONFIGURATIONS N0,tig705 2 — ar nnunmc owo(7ar ��•• T .1070TecxNOLOG!YDRI : EXAMPLE CONFIGURATIONSDow nftilbw Fcoltt'OI:.•'`�j1,� Mw N VENlCE,'PL 31215 SERIES 7'7'0 ALUM. SGD—LM IMPACT ����SS/ONAk_� }a1r}aso•rso0 r r l i t l t" inµ' ° A.LYNN MILLER,P.E. JR JONO/}q CEf2T.tlFAUiN ApB2819 50U110 .Nr.5 3 d 22 P(3T0130 P;E,/FSB705 GLAZING DETAILS {G3, G3A, G4, G4A, G5 & G5A 7116"NOM. 7116"NOM. 1"NOM. 3116"HS GLASS 3116"HS GLASS 3116"HS GLASS .090"PVB .090"PVB 090"SG 3116"HS GLASS 3116'HS GLASS 74 3116"HS GLASS 74 3/8"AIR SPACE 74 t e2 s2 3116"T GLASS . 83 i EXTERIOR WNW, EXTERIOR 3S4"NOM. GLASS G LASS 314"NOM. BITE 56 r GLASS BITE EXTERIOR as 84 t a 79 54 54 55 711.6"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G. GLASS,TYPE G5 i 1 9116"NOM. 9116"NOM. + l"NOM. 1/4"HS GLASS 1/4"HS GLASS I 3118"HS GLASS .090"PVB .090"PVB .090"SG 3/16"HS GLASS 1/4"HS GLASS 74 114"HS GLASS 74 5116"AIR SPACE 74 1X'T GLASS 82 82 83 EXTERIOR 314"NOM. EXTERIOR 3'4"NOM. 314"NOM. GLASS GLASS 5a GLASS BlIt a BITE BITE EXTERIOR 81 e1 ^ 79 64 54 55 w oampt, ":Ehe Florida MVu 'N 9116" LAMINATED GLASS,TYPE G3A 9116"LAMINATED GLASS,T IPE G4A 1" LAMINATED I.G. GLASS,TYPE G5A Miami GLAZING NOTES: LYNN f'/f l����i "ANN"=ANNEALED i �` �; l Ns� '•�4cp "HS"=HEAT STRENGTHENED Q ' "T"=TEMPERED = ��: �.56705 st "PVB"=DUPONT.090"BUTACITE PVB "SG"=DUPONT.090"SENTRYGLAS RWSY. WX f( ILIA Uemc colo%HNOLOOYDRM i GLAZING DETAILS tdxdais A�'E 6r- Ore ir N.VETIfCE,F236275 tar iin. ..;.OR10p;.•••U,�� (B4i}-0B6i600 SERIES 7700 ALUM. SGD-LM IMPACT ^;.Mkftftlwk JR 10101M CERT.0FAurH n28sse ® scm rr0 NTS 4 d 22 POT0.1.30 'rk a o6 P GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A -,- 1"NOM. 7116"NOM. 1"NOM. -� 3/16"HS GLASS 3/16"ANN GLASS--\ 3116"ANN GLASS .090 SG 080"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 3/8"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74 3116"T GLASS 3/16"T GLASS 82 89 83 3!4"NOM. EXTERIOR �- 3/4 NOM. 58 314"NOM. 66 a GLASS GLASS BITE BITE BITE EXTERIOR EXTERIOR a / 80 i 79 -J 79 54 55 55 1"LAMINATED I.G. GLASS,TYPE 06 7116" LAMINATED GLASS,TYPE G.7 1"LAMINATED I.G.GLASS,TYPE G8 =- 1"NOM. 9116"NOM. 1"NOW 3/18 HS GLASS 3116"ANN GLASS .090"SG 114"ANN GLASS .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 5116"AIR SPACE 74 114"ANN GLASS 74 5116"AIR SPACE 74 114"T GLASS I 114"T GLASS 82 — 83 83 56 314"NOM. EXTERIOR 3�l ASS 3/4"NOM. GLASS �j 58 GLASS BITE r 'BITE BITE EXTERIOR :'"T 1 EXTERIOR B1 79 `v' 79 PRODUCrKmN9WAD 55 5A 55 ai oomplybm vrlih�re FloriM 6uit4in2 Code '�G3 1�L i Acoeptarrca No 1et Det° f PJS 0 1" LAMINATED I.G. GLASS,TYPE G6A 9116"LAMINATED GLASS,TYPE G7A 1" LAMINATED I.G. GLASS,TYPE 138A ey- Mitum Dnrle Pmr t r"ihol y GLAZING NOTES: xGg{ LYNN A1Yee "ANN"=ANNEALED `` �X% ,. \AcENai "HS"=HEAT STRENGTHW_D "r=TEMPERED � ' No.50705 "PVt3"=DUPONT.090"BUTCITE PVB "SG"=DUPONT.090"SENT.;YGLAS �Ii5 Q.= Rawer, Dew f070TE14. CHNOLOGYDRNE GLAZING'DETAILS .,FcoRto?. �� �,i}460d60084Y78 SERIES 770 ALUM.SGD-LM IMPACT f�'/s,�/0�►At-� Dr"»nB�: 4+ri• 0"1"i ® smm&Wmt so t' s+7 _r ft wir A.CY`�4NM11LI.W,P.E. JR 10110/14 CERT.OFAU7H.N29Y88 30D 770 NTS' 6 a 22 PGrO i80 P,E.p 68705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required,(tor all approved Maximum DP for all sizes:+601-60 Sill Heightto Max.(+)DP configurations on Sheets 2&3) (Water infltration Rating) (May be limited by Table 1A) For tamer astragal anchorage on 90°or 1351 comer units,see sheet 11 Sill Riser Height M Design Table applies to Glass80, " Door Unit Height (Flat or Box,see Pressure,psf Types 3,3A,5r 6A,7,7A.8 Sheet 17) &8A and the Stile/Astragal 69.71!)DLO 73-7/9'D O 79• 85-7/8"-DLO Flush-1-1/2" see note 3 types shown below. Anchor Group Anchor Group Anc or Group Anchor Group Low-2.1/Z' +46.67 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Medium-3.114" +60.( Head/SIBC4+ Gi+ + + + + + i+C4+1 GI+1 C4+1 C4+1 GC4+1 + + C4+ High-4" +60.( 24" 10 Jamb 6 8 8 8 8 8 8 8 8. 8 8 8 8 8 8 6 SEE NOTES 1-3 P-hook 6+7 6+7 6+7 6+7' 7.+8 7+8 7+8 7+8 7+8 7+8; 7+8 7+8 7+8 7+8 7+8 7+8 t 23" HeadfSill C4+1 C4+1 C4+1. C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1. GI+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 B 6 8 6 8 8 8 8 8 8 a 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+81 7+8 7+8 7+8 7+8 7+8 7+8 ate, 29 Head/Sill 04+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 04+1 a 36° DLO Jamb 8 8 8 8 8 8 8 8 8 S a 8 8 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 . 7+8 7+8 7+8 7+8 7+8 OH LENGTH h� Head/SIA C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 z 42" �0 Jamb 8 8 8 8 8 8 8 a a 8 8 6 8 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+87+$ 7t8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 m o O+ OH RATIO 21 HeadfSlll C4+2 C4+2 C4+2 C4+2 04+2 04+2 C4+2 C4+2 04+2 C4+2 34+2 GI+2 C4+2 C4+2 04+2 C4+2. O 4&' DLO Jamb 8... 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 p R P-hook 6+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8. 7+8 1 7+8 1 7+8 1 7+8 1 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/,4."SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL•,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4",'3-1/4"AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION 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 1 MAY DLO HEIGHT= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLO�IDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR.WATER INFILTRATION. i 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-1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTA41). Interlock P-hook Lcckstile @ lamb Straight Astragal Lockstlie @ 90°Astragal Lockstile @ 135"Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal as PRUt7ULTRRt6icomplylgq xiih rhthe e Florida Standard Stiles Standard Stile Standard Stile Standard Stile StandardStite Heavy-duty Stile Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile 9wtdb*Caec 1Aco*jmftNo.'14-0-V8. Standard Astra al Insi e1 8 Outside Co outside Comer 6i�,i0d0O -, 2-0 Corner QQ�� 1•41hami1)nde gcpjj- tCYyii � �F r Inslde `���01VI t.Y IN MIC 93—.Od Corner outside Inside Corner Corner `` .'�tcE dsE'•.F� Part 460(Stile) Part 961(Stile) part 4119(Out.) Part 661(Stile) ;' Ido,58705 Part 060(x2) Part 460 Part 460 Part 467(Astragal) Part 460 Part 4118(Corner Part 0120(In.) Parts 431&#32 Part 461 Receiver) (Corn.&Fxd Mount) .,-->' AhWar a.m: rtntura ow►Es. %�b j7ATE Cf S X111 1070 TI DPANDANCHORAGE ' '� '' ..PtoRto .• N.VENIM FL 34776 me i��s ......... fe41ps"M SERIES 770 ALUM.SGD-LM IMPACT �S 01N1�Al- aryn . are o s�naac eaW anoet ui+Wra wr A.LYNNM1LLER,P.E. JR 10(10/14 CERT..OFAIJTH.y1B26tr 30D770 NTS '8 d 22 PGro130 P.E.#58705 TABLE 2; Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sites:+901-90 For corner eatragal anchorage on 90°or 195°comer units,see.sheet 11 (May be 9m6ed by Tante 2A) Ddot Unit Height Tabic apptl0slo Class types 80^ 84' 88' 102" 108' 114 120" 4,4A,6,Stile T, ire 8&SA pe 69-18'D 73-716'DLO --7T-7—/FD—00— W71' 1-71' O 97.711)DLO 103-7/8'D 0 109.7!8°DLO and fire stile 7 below. types Anchor GroupAnchor Group Anchor Group Anchor Group Anchor Groupnchor Group Anchor Group no or rou shown below. t 2 3 4 f 2 3 4 1 2 9 4 1 2 3 4 1 2 3 4 1 2 9 4 1 2 3 4 1 2 3 4 17, a + + +1 0 + + C4+t C4+1 C4+t + +1 C4+ C4+1 04+ +1 +1 + + + FC4+1 +1FC4+1 + C4+ + + + + +t C4+1 +1 N 24' DLO Jamb 8 8 a 8 8 8 8 a 8 8 8 8 8 .8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7: 6+7 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 ;7+8 8+9 6+9 8+9 8+9 0+9 0+9 9+10 9+t0 9+10 9+10 9+10 9+10 '9+10 9+10 Head/Sip Cott C4+1 C4N C4+1 G1+t C4+/ C4+1 C4+1 C4+1 C4+1 Cif+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4N C4+1 C4+1 04+1 C4N 04+1 C4N 04+1 04+1 C4+1 04+1 C4+1 30' 23- iamb 8 8 8 8 8 8 8 8 8 8 8 B 8 8 8 8. 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 0+7 6+7 $+7 7+8 7+8 7+8 7+8 7t8 T+B 7+8 7+8 7t0 7+8 7+6 7t8 8+9 6+9 8+8 8+8 8+9 Btg 9+10 9*10 9+10 9+10 9+10 8+10 9+10 9+10 EP-hook C4+1 C4+1 C4+1 bt+i CAN C4+i C4+1 Cott C4+1 Gi+1 C4+1 C4+1 Gt+1 C4N C4N .+.1 C4+1 C4+1 C4+t CArt C4+1 C4+1 C4+1 G4+1 C4+1 C4+1104+1 04+1 C4+1 04+1 15 30' DLBo8 8 $ 8 8 8 8 B 8 8 8 6 8 B B 8 10 10 10 10 10 10 10 10 10 10 10. 10.. 10 10 6+7 6+7 0+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 T+6 7+8 7+8 ;7+8 8+9 8+9 6+9 8+9 8+9 8+0 8+8 8+9 9+10 9+10 9+10 9+10 9+10 9+10 0+1D 8+'' 35' C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+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 C4+1 CA+1 C4+1 C4+1 04+1 C6+1 C5+1 G1+.1 GIt1.CSs.1 C5+42' DLO8 6 B a a 8 e a 8 B 8 8 8 e 8 8 10 10 10 10 10 10 1D 10 10 to 10 10 10 1D f0 10 6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+8 7+0 7+8 T+B T+8 7+8 7+8 7+8 ;7+8 8+9 8+9 8+9 8+9 8+8' 8+9 8+9 B+9 9+10 9+10 9+10 9+10 9+10 9+10 0+10 9+10 C4+2 C4+2 C4+2 C4+2 04+2 04+2 Cil+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C4+2 C6+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 48' DL0 8 8 a a 8 a 8 a B a 8 0 B 8 8 8 10 10 iD 10 10 1D 10 10 10 t0 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+9 7+6 8+9 8+9 8+9 8+9 $t0 8+9 1 8+9 1 8+9 1900 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head131I1 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 re DL70Jamb $ 8 8 8 6 0 6 a 8 8 8 8 8 8 8 8P•Iwok 6+70+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 T+e 7+8 7+ 7+s. Not available In these sizes Fiead(8ill C4+2 04+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 +10 Jamb 8 8 8 8 0 8 8 8 8 8 8 a 8 8 8 6 P-hook 8+7 6+7 6+7 6+7 T+8 7+8 7+8 7+8 T+B 7+8 7+8 NOTES: O= E XAMPLE ON SHEET 9 DLO WIDTH= 1)POSITIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3-114"SILL. 2)WHEN USING THE2-112'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, TABLE 2A: NOM.PANEL WIDTH-7" POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIII Height to Max.(+)DP DLO HEIGHT= (NEGATIVE PRES.UNCHANGED).SEE TABLE 2A (Water Infiltration Rating) OH LENGTH — DOOR UNIT HEIGHT-10.125" 3)4",3-114'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2': Sill Riser Height = SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (+)Design (Flat or Box,see 0 PANEL HEIGHT= POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,Psi = O OH RATIO z 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC(SEE ADJACENT DIAGRAM);TH(S CONDITIONIS Sheet 17) x Oo DOOR UNIT HEIGHT-1.866" NOT RATED FOR WATER INFILTRATION. Flush-1-1/2" see note 3 0 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE.AND EMBEDMENT INFORMATION. Low-2-112' +46.67 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4' +60.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-41" +8D.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight astragal Lockstile'@ 99*Astragal Lockstile @ 135'Astragal Lockstlle @ Interlock P-hook Lockstile @Jamb Ps�plykaptyhigo ENitWP.O Assembly Straight Astragal Assembly 90*Astragal Assembly 135°Astragal wlthdig:Fbrida Heavy-duty Stiles Heavy-duty5tile Heavy-duty Stile.. Heavy-duty Stile Heavy-duty Stile Hea -duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty5tile Buildinyteoft e� _ Standard Astragal Inside Acc°ptao at g Outside Corner Outside Bcgwr° Corner Corner t Miumi Dade' ad QNgr r Inside Oty'{ LYNN 4flltsid ���ii� Inside Comer Corner Comer `���.' 110ENSLc'•,Fir Part U61(Stile) Part#61(Stile) part H119(Out.) Part#161(Stile) x: No.58705 Part 061(x2) Part 061 Part N61 part H67(Astragal) Part 961 Part#118(Corner Part 0120(In.) Parts H31&032 Part 061 Recelver) (Corn.&Fxd Mount) Rnf16Y, awa: awurarz A,wtWC �'��•• r'��Q � ••((l�� . 107UTE011MOLOGYM DPANDANCHORAGE ';'`�''. �eoRto?.•'���- N.VEMCP, E FL SIP7d tar. �i S (s4ryaeo lsoo BODIES 770 ALUM.SGD-LM IMPACT �.s/ONAI_E •` H01 R g R�++iiiJn A.LYNN�I uA�P.E. �JR• �JO/14 mm CCU..OPAUTH AW291 R1. SOI)6770 NTS, 7 d 22 PGT0130 P.C,q 5$705 TABLE 3: TABLE 3A: Design Pressure(.;P)and Anchor Quantities Required,(for all approved conflguraflons on Sheets 2 k 3) Maximum DIP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 901 or 135•comer units,sea shoot 11 F (May be Ilmded by Table 3A) (Water Infiltration Rating) Door UnR fialght Sill Riser Height Table applies to Glass Types 4, IA, 8o' 84" 90" 96° 102" 1o$" (Flat or Box,see (+)Design G.64,7.7A, 8A 8A and the St:!s! -69--77a-1 DLO YPT85­5� 78 7/a"DLO 1 85-710"01.0 O 97-718 Sheet 17) Pressure,psf Astragal types shay a below. Anchor Group Anchor Group Anchor Group I A11001`6110UP Anc. r roup Anchor Group Flush-1-1/2" see mole 3 1 1 2 1 3 1 4 1 2 3 4 1 2 +48.67 3 4 '1 2 1.14 1 2 3 4 i 2 3 4 Low-2.412 es Rresa;:re +1-90 + +- Ps " 24" 17" HeatllSlli C4+1 C4+1 C4+1 C4+i C4+1 C4+11C4+1104" 04+1 C4+1 C4+1 c4+1104+1104+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1tjtl C4+1 C4+7 C4+1 Medium-3.114' +80,0 DLO Jamb 8 8 B 8 0 B 8 8 8 8 8 B 8 B 8 8 10 10 10 10 10 10 10 High-4P-hook 6+7 6+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 +8 7+8 7+8 7+8 B+9 8+9 8+9 8+9 8+9 8+9 1 8+9 SEE NOTES 1-3 Desiga Press:;ref +/--90.0 psf +/•82.6 par +1-76.0 st 30" 23' HeadiSlll1 C4+1 Cd+1 04+1104+11CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Q4+1 C4+1 C4+1 G{+1 C4+1 C4+7 04+i C4+1 C4+t C4+1 C4+1 C4+1 4 DLO Jamb88 8 8 1 B 8 .8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 P•hook 6+7 6+T 6+7 7+8 7+8 7+8 7+0 7+8 7+8 7+8 7+9 1+8 7+8 7+.8 7+8 8+9 8+9 8+9. 8+8 8+8 8+9 8+9 8+9 Design Pressr..;re +/-90.0Pat 1 +1.62.6 pet +/-76,0 pst 36' 29" HeadfSlil C4+1104+1 04+2 C4+21 C4+1 C4+1 04+2 C4+2!C4+1 C4+1 C6+2 C6+2 C4+1 C4+1 06+2 06+2 04+1 C4+1 C5+1 C5+1 04+1 C4+1 05+1 C5+1 pLo Jamb 8 8 8 8 8 8 8 8 8' $ 6 $ 6 8 i4 8 10 10 10 10 111 10 10 40 _ P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 8+8 8+8 $+e 8+9 8+9 8+9. 8+8 8+8 8+9 8+9 8+9 E DesignPiesa:re_ +/-90.0psf *82.5 Pat +/-76.0 per OH LENGTH �+- 42, 36' Headisill _C4+2 C4+2 04+2 C4+2 04+2 C4+2. C6+2 C6+2 C5+2 Q5+2 C6+2 C6+2 5+2 C5+2 C5+2 05+2 C6+2 C6+2 C8+2 C6+2 06+2 05+2 C6+2 06+2 DLO Jamb _ 8 8 B 8 8 8 8 8 B 8 10 8 8 8 10 a 10 Al 10 10 10 10 10 Stack 6+7 7+8 7+8 7+8 7+8. 7+8 7+8 7+8 7+8 8+9 6+9 8+9 $+9 8+9 8+9 B+9 8+9 8+9 8+9, ii+9 8+9 8+9 8+9 8+8 Q� OH RATIO z 1 Deslpn Press re +/,g0.0 pSf $9B Note A betty +/-$2.5 psf +1.75.0. of g �° 41" HeadISlll _C4+2 C4+2 CB+2 C5+2 C4+2 CB+2 C5+2 C5+2 C5+2 05+2 C6+2 C5+2 C6+2 C5+2 C6+2 C6+2 C6+2 CB+2 Ct2 C6+2 C6+2 C8.+2 C6+2 C6+2 p DLO Jamb B 8 8 8 8 8 10. 8 8 8 10 8 :a @ 10 8 10 10 10 10 40 10 10. 1D P•hook 6+7 7+8 7+8 7+6. 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+8 9+1019+1019+101 8+9 9+10 9+lD 9+10 1 8+9 18+10 9+10 9+10 FOR EXAMPLE ON USING'(,;BLE,SEE SHEET 7. NOTE A:+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: OH RATIO=OH LENGTH BL 1)POSITIVE PRESSURES IN I'AF 3 ARE BASED ON THE USE'OF THE 4"SILL. DLO WIDTH= OH HEIGHT 2)WHEN USING THE 2-1/2"--;ILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL;POSITIVE WATER NOM.PANEL WIDTH-7" DP IS 60.0 PSF MAX.WHEN•_'•SING THE 4"SILL,POSITIVE WATER DP IS 80.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE:)A. _ 3)4",3-1/4°AND 2-112"SILL �;.IGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"8�1_IS NOTAND DLO DOOR HEIGHT NI HEIGHT 10.125" MUST ONLY BE USED WHET,E WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE.3 MAY BE USED WH_N THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OURRENT FLORIDA PANEL HEIGHT= BUILDING CODE(SEE ADJA-;rNTDIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FOR/NCHORAGE SPACING,EDGE DISTANCEAND EMBEDMENT INFORMATION. 5)DOOR SIZE TO COMPLY `11TH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6)JAMB ANCHORS ARE SR.G'IFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. THE FOLLOWING STILE&i•;�TRAGAL TYPES SHALL BE USED FOR TABLE 3.SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P;.00k Lockstile @ Jamb Straight Astragal Lockstile @ 90-Astragal Lockstile @ 135-Astragal Lockstile @ Assembly Straight Astragal Assembly 90'Astragai Assembly 135*Astragal MoDuCrIlU MO m oomptyhtg MBIA the Flodde Heavy-duty,5tltes Heavy uty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Hea -duty Stile Heavy-duty Stile Heavy-duty '4Stife Heavy-duty auitNngCodc Heavy-duty Astragal. orner Inside AceNo Outsid C "a""-� Outside Corner Z�i4 Zd I CoE � I 1P���I hod! PJlltr4�I�j 1 Inside NN" 'i LYNN Corner Outsid Inside orrtcr CENs Carrier ` Qom; �\ F '•, P Part 61(Stile) part#!19(OuE.) Part#61(Stile) *;' IVo.58705 Part 061(x2) Pa.;'461 Part N61 Part#61(Stile)part#68(Astragal) Part#61 Part 1118(Corner Part#120(Ou Parts 1131&#32 Part#61 Receiver) (Corn.&Fxd Mount) _ 1 Z ae+awa a„om %gip IE I 4fJ PEW ROWWW ti7vFNr "�°Lsaa soarvF DPANpANCHORAGE S;Fcor:►v'.• ��'�': �,ry 1� SERIES 770 ALUM.SGO-LM IMPACT ��//,ONAI- .� TWW. vows save r anr/ srosr aw*vrra prr. A.LYNN MiL P.E. JR 11/10/14 CERT.OFAUM.am ® BOP770 NTS 8 a 22 PGT0130RE.A68705 NO FRAME '7+8'P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER JAMB DETAILS,SHEET 10 SEE (7}P-HOOK ANCHORS, SEE-C6'CLUSTER MAX.UNIT WIDTH SEE"C64 CLUSTER DETAILS, - REQUIRED PERPENDICULAR TO GLASS FOR ASTRAGAL SPLICE ( DETAILS,SHEET 10 FOR REQUIRES"C6"NOTE, " ' EXTERIOR PLANE)SEE TABLE 2,SHEET 7 REQUIRES C6 SHEET 10 FOR INTERLOCK 24"MAX.O.C. POCKETS INTERLOCI- CLUSTER,SEE THIS AND �.., 60"NOM. SHEET " SEE POCKET 8 P-HOOK I PANEL WIDTH DETAILS,SHEET 11 x x ( ) r-- - -- x x (1 / x x x x x 8'MAX. JAMB MOUNTING 1 x x x x r x xx INSTALLATION, ADAPTER 1 6•MAX f x x x x x x x x'A x x x x� •'A" THIS SHEET ANCHORS MIDWAY i 1 11� ' L 3"MAX. x x ' r &SHEET 14 BETWEEN P-HOOK I ' �OI 4 PAIRS OF d,. ANCHORS&ATWi ® pj x=FRAME x x ANCHORS FROM TOP& 1 l ANCHORS 96" (TOTAL 8 BOTTOM i' � �4" o UNIT 21'MAx• ANCHORS) 4.051" -8"MAX.TO OPENING I a> MAX O.C. ® , 14 MAX.O.C. " HEIGHT O.C. PER JAMB I(n �. 0 0=P-NOOK x (SEE JAMB EDGE OF POCKET SEE I E� I O ANCHORS x INSTALLATION i ok I-f i z DETAIL DETAIL &'Kc', I m ` ' iI1 0 P-NOOK BELOW) END PANEL SHEET 14&PART q ®� I I MOUNTING ANCHORAGE DETAILS W&'K', 1 g u, j j I ,°, r- 3•MAX. ADAPTER x x 24"MAX. (2 ANCHORS) SHEET 19 FOR i a '--LeJ Ilo#I--+L ANCHORS x O.C. P-NOOK -----8"MAX. - xx x x , ANCHORS x x x - x x x x x x x+ ✓ END PANEL ANCHORAGE END PANEL x x r x x x x x x x x x x` 6"MAX. ANCHORAGE(SEE ANCHORAGE x' x xxx . x' �,+2• "+2" SKETCH BELOW) + (SEE SKETCH BELOW) �.+2.. "+2' "+2' ANCHORAGE ANCHORAGE CENTERLINE 8'MAX.,TYP. .r— ANCHORAGE ANCHORAGE ANCHORAGE 2.04" OF PANEL i 24"MAX. EXAMPLE:5-PANEL 2 TRACK DO'OUTSIDE CORNER XX/XXO!-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. INr x 96'NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 6„ SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: I ANCHORS MAY BE ADDED 1 1)APPROVED ANCHORS:SEE TABLE A.SHEET 1 AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED 1N TABLES 1-3 SHEETS 6.8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD&SILL:8"MAX.FROM FRAME CORNERS..USE.SPECIFIED CLUSTER FROM 21" �— OCCURS AT THE P-HOOK. NOM. •% INTERLOCK APPROPRIATE TABLES,SHEETS 8.8 AT EACH INTERLOC .AND STRAIGHT AND CORNER MAX. PANEL - SEE'C5"CLUSTER ASTRAGAL LOCATION,PLUS SPECIFIED QUANTITY OFA DITIONAL INTERMEDIATE O.C. WIDTH DETAILS,SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24"O.C.I 6AXIMUM. FOR INTERLOCKroc.an Less ANCHORS AT THE MIDPOINT OF END PANELS ARE ONL1� � 5.64" "+2'ANCHORAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR __ LI CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT I oPxn au•or 6"MAX. 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: i £Ib PA R CENTERLINE JAMBS&P-HOOKS:6"MAX.FROM BOTTOM,21"MAX.ANCHOR PAIR O.C.(JAMBS),14"MAX.ANCHOR 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 PRODUC7RENHV"T "+2"ANCHORAGE SEE"C5"CLUSTER" END PANEL ns cotRPIyk*H11ti Lbe FWds REQUIRES Buildin Codc CENTERLINE R CENTERLINE "C6"CLUSTER,SEE DETAILS,SHEET 10 ANCHORAGE AcccprenceNo • DETAILS,SHEET 11 f SOF FOR ASTRAGAL �OF (2 ANCHORS) 8" !. ' bn, 1 INTERLOCK ASTRAGAL I� i • ' 4.051" 3.5.. I MAX. y "ni ado • • • •' • _ ���� N� LYN1.N (�CENTERLINE q CENTERLINE "+2"ANCHORAGE (� CENTERLINE _` No,58705 EXTERIOR I OFPANEL3 +2 ANCHORAGE OF PANEL I OFPANEL 5 - ZEE SHEET 11 FOR OTHER INTERMEDIATE.ANCHORS = 0 '• 15. Ramer. Ratlm ee0p� `� S7A CV 4/ R„ 10707ECHNOLONroRAE ANCHORAGE SPACING&EXAMPLE PLANSJ %�.c�..F;oR�Oy..• '� N.VENICE,FLsaa78 SERIES 770 ALUM.SGD-LM IMPACT' �� SS/ONAL L�`' ig; '� Q"x (841}4B0.160Q �qy� satt s+rot a.4ww �/ " A,14I�M 6QLl ,P.E. n ofO o.N ERT•OFAUiH,.A1B2Bd. SOP T/0 NTS 9 d 22 PGTOi30 RE#55/05 JR 10/fU/14 I ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR' I (FOR SPLICE SPLICE LOCATION " INTERLOCK-'-1-iF NEEDED INTERLOCK—, CONDITION,USE INTERLOCK�-�""IF NEEDED 2.04" 2,04 CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE I -.' �- 3.5,. " 1.75' EXT 8"DIAG. 1.75" �- 7 . 7" 3.5" 21" _ DfA --y IAG MAX. 2.0EXTERIOR -.��.,.. . 2.04" 4" O.C.D , 21" ---- _ 2.04° . 1 XTERIOR 7" a. EXTERIOR 7"' E TERIOR 5.64" MAX. 4"DIAG �- 7" 3.5° O.C. 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL IG 2-TRACK FRAME HEADISILL 6"MAX' Q ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK (P ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER [ 2-TRACK ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"CB") FRAME JAMB 6"MAX. ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR� SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK IF NEEDED INTERLOCK— CONDITION,USE INTERLOCK —IF NEEDEDEXTERIOR ANCHOR PAIR 1 CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE 2.04" 3.5„ -a- 3.5" 3.5" 7" ANCHORS MAY BE INSTALLED I 21" EITHER IN THE EXT,OR tNT. 2.04 )4"DIG. 4MATRACK(INT.SHOWN) 4.08" 5 i . =P4. 2.04„ b.e4" NOTES; EXTERIOR EXTERIOR 4"DIAG. EXT R- 77- 1.ALL.DIMENSIONS SHOWN 7° w 7" 3.5". 3 5„ 6" ARE BASED ON MIN. 3-TRACK FRAME'HEADISILL 3TRACK FRAME HEADISILL 3TRACK FRAME HEADISILL ALLOWED. P-ASTRAGAL OR INTERLOCK d ASTRAGAL OR INTERLOCK 0ASTRAGAL OR INTERLOCK2.FOR HEAD OR SILL SPLICE � LOCATIONS/ANCHORAGE AT (USE WHERE A CLUSTER (USE WHERE 5 CLUSTER (USE WHERE B CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,•'C5") I ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL ORSPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED INTERLOQK�IF NEEDED (FOR SPLICE I CONDITION,DO NOT CONDITIONS ONLY: INTERLOCK INTERLOCK CENTERLINE I CENTERLINE 1 "06-CL CONDITION,USE USE THIS DETAIL) SPLICE LOCATION 1.761, GER DETAIL) CENTERLINE IF NEEDED I 3.6" - 3.5 3.5" 7„ - 3.5„ 2.04" 4"DIAG. 2.04" 4"DIAG.1 2.04" maplyh*%�tlh ow Fiustan d. .. Bulta[sig(b� 2A4" 6,37"DIAG. 4"DIAG gua�e s 4.08" 4,..DIaG. I 2.04 EXTERIOR EXTERIOR 7a EXTERIOR 7, -• 3.5° 3.5" ID4-TRACKFRAME HEAD/SILL I& 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL Q ASTRAGAL OR INTERLOCK 00 ASTRAGAL OR INTERLOCK iA ASTRAGAL OR INTERLOCK = Nn.58705 (USE-WHERE 4 CLUSTER (USE WHERE 5 CLUSTER. (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,"C6") — 1$-CATE ANCHORS'ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITIONOoLp '•Ra fOr07ECHHOL00YDRIVE ANCMORAGE EKAMFLECL -STERScoRlo�'••'���� A V&YICE,FL 3d27b rur ter S�ON •' .�`a`� Ivw,y-0e&15w IRSERIES 770 ALUM.SGD-LM IMPACT NAL amMw- 8";"tw& a w aw p""eft Rn A.LYNN MILLER,'P.H. JJR 10/10/14 Ike., CERT.OFAUTH#tBTHB 500410 NTS 10 a 2,2 PGT0130 P.E.058705 2.04" A*— 2.04" +- INTERIOR 2.Oa" INTERIOR 2.04" NOTES TE OR INTERIORI. 7" 1.ALL DIMENSIONS SHOWN 4"DIAG, 4"DIAG. 8• ARE BASED ON MINIMUM 6.12" 6.12" 3.5" 3.5" ALLOWED. INTERIOR INTERIOR 7" INTERIO INTERIOR 2.DETAILS DEPICT ANCHOR 3. " 90 3. 1 EXT- ERIOR 1 QUANTITY AND SPACING, EXTERIOR ULD BE.IDENTICAL EXTERIOR a°DIAG. 4"DIAG. OR XAND-WOTERIOR OR INTERIOR - — CORNER CONFIGURATIONS. 4" 3.5 4" 3.5" 3 n EXTE I 2.04 „ 7" —►- 4" 7' 4" E TERIOR 2.04 2.04 EXTERIOR 2,04" 8.94" ° 80°COR;:i�R 90°CORNER 135°�ORNER 135°CORNER 2-TRACK FRAME_I IEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL CENTERLINE (USE WHERE 4(;LUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ��OF PANEL ANCHORS ARE R&IUIRED,"C4" ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED," ANCHORS ARE REQUIRED,"C6") 4.08" "+2"ANCHOR INTE'.,IOIi EXTERIOR INTERIOR . 4.08° •+1"ANCHOR }" 7.41" 2.04" 4"DIAG. INTERIOR 3.5" INTERIOR 90° 7" 135*..... CENTERLINE �+- EXTERIOR "' OF PANEL 3.5 4.08" " "+3"ANCHOR 4.08 5.JsP'D G. 6.37" AG. 7' CENTERLINE 3.5 4" 3 5" OF PANEL 2.04' 4"DIAG. EXTERIOR 7 EXTERIOR �- 7° 4" r oR ON "+2"ANCHOR ALL 3.5" i0°CORNER 135°CORNER EXT CORNER7" 3-TRAC. FRAME HEADISILL 3-TRACK FRAME HEAD/SILLI V CENTERLINE ("C6"ANCH'R CLUSTER REQUIRED (°C6"ANCHOR CLUSTER REQUIRED �+OF PANEL AT ALL-3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT NTERIO INTERIOR 2.04'. 2.04" -3.5" - +- 4" EXTERIOR 12° CENTERLINE �1. 4 INTERIOR 5'88 I OF PANEL I RI r' 3.5" 135° aa" °+3"ANCHOR 7" ^- --a- PRODUCT RNMED 8.12" 4 D G: " �9OP1^P1YHBwItl�NuFforida BWIdi�Cada�� ��r-� 6.12" i 4.08" " Acocptplce Na - 114 7" EXTERIOR Ex 29 3.5" d" 2.04" 4'01 "" 3.5' 3.5" -► PSS ExrERroR - 7" EXTERIOR 4 2.04" I CENTERLINE `����C�y�{ LYNy t, 111//� 90°CORNER 135°CORNER OF PANEL =�� ��G>NsE''•�Frp �i� 4-TR;,CK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL ?� (°C8"ANC'fOR CLUSTER.REQUIRED ("C8"ANCHOR CLUSTER REQUIRED 4 TRACK FRAME HEADISILL ;` No.56705 AT Al 4-TRACK CORNERS) AT ALL 4R CLUS CORNERS) INTERMEDIATE ANCHOR LAYOUT _ (3-TRACK SIMILAR) sr rinx`.•z r s.�u:% +ore rECHNatoornRn� ANCHORAGE EMMPLE CLUSTERS TAT I' R .•a N..VENICEFLSl27b DlrenBy. �,: mw ("' A1B°0 ® SSERIES 770 .ALUM.SGD-LM IMPACT JR 1P/ICV14 CCRr.OFAVI'M mi9M UOD-770 NTS 11 a 22 PGT0130 REA 56705 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,-SHEET 1 413r-IJT:SEE TABLE A,SHEET.1 MIN,OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: DGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 SEE TABLE A,SHEET 1 EE TABLE A,SHEET 1 EXTERIOR 2-1/16" 2-1116"• - 2-1116"` NOTES: 114" — __ 1/4" 1..ALLDIMEN510N5 1�2MAX. _ MAX. MAX. SHOWN ARE BASED � SHIM exa _ `�' SHIM ExTEw _ _ SHIM ON.MIN,ALLOWEa. EMBEDMENT: r -1 2.METAL OR WOOD SEE TABLE A. k r SUBSTRATES MAYBE USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOAD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP„SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOEi NATES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 jja 2TRACK FRAME HEAD 3 TRACK FRAME HEAD 4 TRACK FRAME HEAD 'DIAGONAL 4" (NAL O.C.IS. WOOD INSTALLATION w WOOD INSTALLATION METAL 1N57ALLATION MIN 4"{HEAD&SILL) OR 6"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 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(114"MAX)� j SHEET 1� SHEET 1� (1/4"MAX.) (1 ) _ /4„MAX. �— EMMOR l EXTERIOR EXTERIOR EMBEDMENT'SEE 7-1116"` 2-1/16"' ►� <�32-1116"` -- TABLE A,SHEET 1 EDGE DISTANCE: EDGE DISTANCE, EDGE DISTANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 ®2 TRACK FRAME SILL �3-TRACK FRAME SILL �4-TRACK FRAME SILL WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A,SHEET 1 EDGE DISTANCE: EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 "I SHEET 1 EMBEDMENT:SEE EDGE DISTANCE: METAL TYP., 1 SEE TABLE A, ' TABLE A,SHEET 1 � ---i. SHEAT t SEE ANCHOR 2X WOOD. SEE DISTANCE: al 2X WOOD NOTE 4,SHEET 1 SEE TABLE A, TYP„SEE ANCHOR TYP„SEE ANCHOR PRODUCPRBNMMD NOTE 3,SHEET 1 SHEET 1 NOTE 3,SHEET 1 2-1116"` °'ootnrfyiagwttht�e plorfde SMAS ANCHOR TYP., pm'tding CoAe 2 1/16,• SEE ANCHOR NOTES "A - ' &TABLE A.SHEET MIN.OF 3 WOOD ANCHOR 1 WOOD ANCHORTYP., 21116 SEE ANCHOR,NOTES ES THREADS &TABLE A,SHEET 1 SEE ANCHOR NOTES BEYOND THE &TABLE A,SHEET 1 xiE ERIOR METAL ��>��p11� CYNN 4fl[11'Ir�� EXTERIOR I •••• ID U4"MAX.SHIM I.- EXTERIOR f f SUBSTRATE 114"MAX.SHIM 1/4"MAX.SHIM 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB WOOD INSTALLATIONHw WOOD INSTALLATION iw METAL INSTALLATION .. I jC R&MW.. Dow Rektwu: I TE OF W= WiWi WE—Hn°,„- 1070TECHH0L00YDRNE ANCHORAGE DETAILS ��` '• xCOR1Or eve l aaa�e SERIES 770 ALUM.SGD-LM IMPACT ,S�91ON46���,`` As,m Onm; pwNue Wm: ee4i''M°di� sate: enoac Q°'�N' "'" A.L1�fIN'MILL(:n,P.E. JR 1010/14 CEf{T.CfAU1H.tYT8200 S6D770 NTs 12 a 22 PaTb130 P.E.t SUM INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE; 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE SEE TABLE A,SHEET 1 SEE TABLE A.SHEET 1 PER TABLE � TABLE A.SHEET.1 CONCRETE CONCRETE SHOWN ARE BASED • A,SHEET 1 2-U16" PER TABLE 2.1!16"• PER TABLE 2-1116" ON MIN.ALLOWED. �r r A,SHEET 1 A.SHEET 1 ,{, 114" ,DIAGONAL O.C.IS EXTERIOR ,Y' i. t• Y a - •._:? , , ;j: •... ' �',.;s: .�J MIN VHEAD&SILL) SHIM OR W(JAMB)SEE EMBEDMENT: 1!4° EXTERIOR 1!4" EXTERIOR i MAX ..DETAILS,SHEETS SEE TABLE A, MAX. MAX, a I 0 8:11. SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X59.CRETE ANCHOR TYP., :'ROPERLY'SECURED 1X CONCRETE ANCHOR TYP., WOOD SUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCKTYR.,SEE ANCHOR NOTES& SNOOD BUCK TYP,,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 2-TRACK FRAME HEAD FRAME HEAD NCHEAD INSTALLATION �CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE.ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR"SHEETI WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A, NCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCNQR SEE ANCHOR SEE ANCHOR NOTE 5,SHEET NOTE 5, NOTE 5,_ 1(114"MAX,) SHEET 1� SHEET 1 �_ r (114"MAX.) _ -\ y. a r:: (114°MAX.) EXTERIOR ;i' ? EXTERIOR ,-' `^i. EXTERIOF; 2.1N6"�' —_ 2-1116°` �2-;i18"' y CONCRETE PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,'SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL W CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EM;:::DMENT:SEE TP.`%I.E A,SHEET I _I EDGE DISTANCE: EMBEDMENT:.SEE SEE TABLE A, TABLE A,SHEET 1SHEET 1 ' EDGE DISTANCE: PROF:_RLY SECURED EMBEDMENT:SEE SEE TABLE A, TABLE A,SHEET 1 —� SHEET i 1X W-'OD BUCK TYP., SEE/:vCHOR NOTE 3, i EDGE DISTANCE' SHEET 1 PgOPERLYSECURED SEE T,4BLE A, PRCPERLY.SECURED , 1X WOOD BUCKTYP., 4 SHEETI 1XWOOD.BUCKTYP., PRODUCFREMWED uilQ gdll>yo7lalda SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONI:iCMU ANCHOR 2-1/16 com SHEET 1 :, SHEET 1 TYP.,SEE ANCHOR CONCJCMU ANCHOR " 2'1116"` NC% ES 8 TABLE A, Ph�tonDate . �� .;; 2-1111 TYP.,SEE ANCHOR CONC,ICMU ANCHOR. SHEET 1 CONCRETE NOTES&TABLE A, TYP.,SEE ANCHOR { OR CMU Aim Ii p, p SHEET 1 .� CONCRETE NOTES&TABLE A, '_ EXTERIOR PER TABLE �� ( LYN N EXTERIOR EXTERIOR ORCMU SHEETI CONCRETE ;a A,SHEET 1 .`� ON <<• �� a��.'' \G7 NSF''•.Cp f PER TABLE �}_ OR CMU X7114"MAX.SHIM A,SHEET 1 114"MAX.SHIM PER TABLE A,SHEET 1 114"MAX.SHIM —�'(+ Ir: No.58705 ®2-TRACK FRAME JAMB 16Eh3 TRACK FRAME JAMB 4-TRACK FRAME JAMB -- Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION \Ioj CONCRETE/CMU INSTALLATION ='U.'• 34 �.s;"1 Revlianz pC> F ATC OFA \�W� R#MWa 1010TECHNOLsas7s DRIVE ANCf_,jRAGE DETAILS N vEnac�FL „� .,�f�,�J....i.•L.E�JC?� F: rr Cl\A 10arMeateo0 SEW S 770 ALUM. SGD-LM IMPACT sws �M1h a+"*oma` '�°" A.LYNN MILLER,P.E. JR 0110/14 Mr.OFAUTH.az M ® _V 70 NTS i9 d 22 PG T013p P.E•068705 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED ATALL f 2.693"MIN, ON MIN.ALLOWED. INSIDE POCKETS EDGE 2,FIGURES ON THIS EMBEDMENT:SEE TO PREVENT DISTANCE SHEET ARE FOR WOOD FRAMING TABLE A,SHEET 1 ~—~ P•HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU ANCHOR TYP.,SEE PURPOSES ONLY.SEE EMBEDMENT. _ SEE ANCHOR NOTES &TABLE A,SHEET 1 2B ANCHOR NOTES TABLE A.SHEET 1 FOR SEE TABLE A, ALL APPROVED (ALSO SEE TYP, ' TABLE A,SWEET 1 SHEET 11 28 ILLUSTRATION,SHEET 9) :� "-`•••; :.':.'�;: 1-114"MIN.EDGE DISTANCE SUBSTRATES. --- __ DISTANCE;SEE EXTERIOR 3.SEE TABES 1,3, —•~ `;`.' ::;,,•�;',' 28 SHEETS 6-B FOR TABLE A,SHEET 1 EMBEDMENT: ,rt .:�; -: REQUIRED P-HOOK SEE TABLE R, :.,r• - P-HOOK MOUNTING SHEETI '�,i' AND.P-HOOK 28 EXTERIOR :+ '.+`.;%i :';;a,�;: ADAPTER CONC./CMU MOUNTING ADAPTER �— A ':` ANGHOR TYP.,SEE PHOOK WOOD ANCHOR TYP., ,11, P-HOOK " `+ `' ANCHOR QUANTITIES. SEE ANCHOR NOTES �/ '�'''" =9 '' ANCHOR NOTES&TABLE &TABLE A,.SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9 2:593"MIN. A,SHEET 1 TABLE A,SHEET 1 (ALSOEDGE DISTANCE ILLUSTRATION SHEET 9) P-HOOK FOR USE WITH FLAT SILL.RISERS f"' ®P-HOOKFOR USE WITH FLAT SILL RISERS PARTS#10,#20,#22 OR#24, Jc PARTS#18.#20,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETElCMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1,A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR EMBEDMENT:SEE P-HOOK:MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU B : NOTE 4,SHEET 1; –► �– ADAPTER SMS TABLE A,SHEET 1 ANCHOR TYP..,SEE MIN.OF 3 THREADS TABLE A,SHEET 1 CMU PER TABLE. ANCHOR TYP.,SEE A,SHEEN') ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES :'::,?;:.'�`.,';" " `" SUBSTRATE 20 &TABLE A,SHEET 1EMBEDMENT: :,r'..':` '.•', '';.` (ALSO SEE TYP. (ALSO SEE TYP. SMI;TABL A, ': k'. fir.; ILLUSTRATION,SHEET 9) ILLUSTRATION, E i,: 28 SHEE EMBEDMENT: T 1 SHEETS) ;:. SEE TABLE A,' ]--ED-- E DISTANCE SEE SHEPT 1 ABLE A.SHEET 1 +''` ' ".'` '.''-:�' ' 1-1/4"MIN.EDGE DISTANCE 30 P-HOOK SMS ANCHOR.TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR p 5EE ANCHOR NOTES ANCHOR TYP.,SEE �fl, asoompiytn�wlkhtbo�nfae &TABLE A,SHEET 1 ANCHOR NOTES&TABLE " R"tl�� A-V4nDD No (ALSO SEE TYP. 2.693:'MIN, A,SHEET 1 2.693"MIN, K n ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TY.P. EDGE DISTANCE f/ 7-` 'ems ILLUSTRATION,SHEET 9) Mfo-,ui 17ada Pr(Itp�tlQhtl7y1�� P•HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS \��. .( KW PARTS#19,#21,#23 OR#25, PARTS#19.#21,#23 OR#25. �i�+j•�,�,OENsF METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR }Y (SEE TABLES 1A,2A&3A MOUNT (SEE-TABLES.1A,2A&3A MOUNT 58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No. a1&,W— S ATE�Of C � Defe f0707ECifNOLOOYDRNE AIVCWORAGE DETAILS ........... xLOR10�•'' C9 m VENICE,a 3#275 (sartaea�soo SERIES 770 ALUM.SGD-LM IMPACT &moor: tvw M@M Vv Dole, A.LYNN MILLER,P.E. JR 90/10174 CERT.OFAUTFLd2M 800.770 NTS 14 or 22 PGT0180 P.E.088705 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH _I HEADER DETAIL'A', DLO TYP.PER TABLES 1-3 INTERIOR SHEET 18;INSTALLATION WIDTH DETAILS'AW&'Ac',� EXTERIOR ' SHEETS 12&13 ' 90° PANEL PANEL PANEL PANEL CORNERDETAIL'N2', TYPE as, AE TYPE SHEET 19&CORNER 'K' ANCHORAGE SHEET 11 ' NOM. MAX.UNIT MAX. PANEL / MAX. HEIGHT INTERLOCK DETAIL PANEL % WIDTH TYP, DLO PER 'M',SHEET 19 HEIGHT / HEIGHT TABLES LE"E PER t-3 EXTERIOR INTERIOR OTE 2 TABLES 1-3 + JAMB DETAIL'G3,SHEET X 18;INSTALLATION DETAILS X x 'GW&Gc',SHEETS 12&13 / 90° SILL,DETAIL'D',SHEET 18; INSTALLATION DETAILS EXAMPLE: 900 INSIDE CORNER,4 PANELS-MXX. 'DW&'Dc',SHEETS 12$13 SILICONE BY OTHERS DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" #8 X 1" #10X 1-1/2" ol PH SMS PH SMS RODUCTRENOWM Lq complyfng w101,ho Florlde ulldingCode ep ry - PANEL CORNER FRAME CORNER " DETAIL DETAIL ipmi Dad end c ��6f/� NOTES: 0 ...........1/(e,,' 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE,SEE DP/ANCHOR TABLES,SHEETS 6-8 FOR MAX. ,��..• ��cErlsg •.,�p PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ' Z)(1)LOCK(ITEMS 75&107-110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. = No.58705 _ 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. mer. . R %gip` s �Tr ronwa ANCHORAGE DETAILS/EXAMPLE ELEVATIONcoretcS' Ol? kVE1C5 L3427 fir\ pml�; ONSERIES 770 ALUM. SGD-LM IMPACT B sww sneer N' Rk A.LYNN MILLER,P.E, JR 10110114 p �Ia CERT,OFAUM-#29296 ?n.r 811770 NTS' Z5 d'll` POT0130 P.E.N 88706 CQNFIG. EXAMPLES INTERLOCKDETAIL FOR ALL DETAILS UN THIS SHEET,SEE NOTES ON SHEET 15 �'M',SHEET 19 OPERABLE JAMB DETAIL'G:'•SHEET 18; -INSTALLATION DETAILS'Gw'&'GC',SHEETS 12&13 MAX. HEADER DETAIL IN,SHEET 18; fXEb JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A`;SHEET DLO JAMB DETAIL'G3',SHEET SHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS -INSTALLATION DETAILS'AY VAC', WIDTH 18;INSTALLATION DETAILS DETAILS'Gw'&'Gc', L2,SHEET 19 'AW VAC',SHEETS 12&13 SHEETS 12&13 TYP "�'Gw'&'Gd,SHEETS 12&13 SHEETS 12&13 g0* ' ( i EXTE 0 INTERIOR PANEL PANEL PANEL PANEL TYPE TYPE TYRE TYPE PANEL PANEL PANEL PANEL INTERLOCK DETAIL R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE 'M',SHEET 19 MAX. ' NOM. UNIT A' 'CS' 'DS' UNIT 90"OUTSIDE CORNER PANEL HEIGHT BILL DETAIL NOM, HEIGHT DETAfL'N1',SHEET G 8 / WIDTH TYP. / / PER 'D',SHEET / PANEL ! PER CORNERANCHORAGE MAX. PER SEE TABLES ET 'M . I WIDTH'TYP, / SEE TABLES SHEET 11 i8lDLO TABLES 1-3 NOTE 2, 1-3 INSTALL i DLO PER NOTE 2. 1� wrERtOR HEIGHT SHEET 15 DETAILS ;iE1GHT TABLES 1-3 SHEET 15 r� � 'Dw'8'13d, EXTERIOR O x X X SHEETS 12. NOM.PANEL ( 8 13 , X X rt WIDTH TYP. � X X PER TABLES SEE,FRAME& M UNIT WIDTH SILLL'D',SHEET 18;.� ��- �--►� MAX.UNIT WIDTH 1-3 PANEL CORNER EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH CONSTRUCTION DETAILS SHEET 15 2-TRACK 'W&'De,SHEETS 12&13 EX;_MPLE:900 OUTSIDE CORNER-XX1XX(2-TRACK) ASTRAGAL DETAILS'L1'& INTERLOCK DETAIL'M',SHEET 19 IJAMB DETAILIV DE SHEETTAILS'Iw & '& L2,SHEET 19INTERLOC.K O � INSTALLATION 1 ,'1 ETAIL'M',SHEET 19 'Ic',SHEETS 12&13� HEADERDETAIL € J� AMB bETAIL'H2',SHEET P-HOOK.DETAIL W&'K`,SHEET '81,SHEET 18; 18;INSTALLATION DETAILS 19;INSTALLATION QETAILS'Jw', INSTALLATION JAMB DETAIL 12',SHEET 18;INSTALLATION HEADER DETAIL'C' SHEET 'HW&'Hc',SHEETS 12&13 Uc','Kw'&'Kc,SHEET 14 DETAILS-13W&'Bc', �DETAILS'Iw'&'Ic',SHEETS 12&13 18;INSTALLATION DETAILS SHEETS 12&13 Cw'&'Cc',SHEETS 12&13 MAX.UNIT WIDTH _ MAX.UNIT WIDTH ` PANEL PANEL PANEL PANEL i PANEL PANEL PANEL. PANEL TYPE TYPE TYPE TYPE -TYPE TYPE TYPE TYPE RI ,L, ,M, ,F. I ,M, ,F, ,F, ,P. I MAX, MAX.UNIT NOM, ' i NOM. UNIT Ranucr HEIGHT ! ! PANEL / 4& /0 PANEL A HEIGHT urnmytyim-11hThe Florida PER WIDTH TYP, I / !! I WIDTH TYP. / PER iIIaG% TABLES MAX / ! PER ! tiN i MAX_ PER TABLES —y(moNly SEE I SEE ExpGation a 13 DLO NOTE 2, TABLES 1-3 I -NOTE 2, DLO TABLES 1-3 1-3 �� HEIGHT SHEET 15 i SHEET I6 HEIGHrrT�� tee `-✓ � tisiu,ntnadapro�ll�lll°,�1' O X X' X I X X X tiYNN Lis EXAMPLE:'OXXXp SILL DETAIL'E',SHEET 18; EXAMPLE:XXXO SILL DETAIL'F',SHEET 18; J ' NO (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS 'EW&'Ec',SHEETS 12 813 'Fw'&'Fe,SHEETS 12&13 �= R.m ea o *TATE otfl wm; 40rQTLCHNpLocYt7RNE EXAMPLE�ELEVATIONS N���'.'•.FtoR+o�••'��'`�� N.VENICE,FL134214 ' (94f"6044W SERIES 770 ALUM.SGD-LM IMPACT ,CN�11- son.araaet smax w.wxa w A i.M I�ILCER,P.E. JJR 10110114 0� CERE OFAUTH.MOM ® 9GD-770 NTS 16 d 22 PGT0130 PAS 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT COMER INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 9d RECEIVER 35 RECEIVER 135 RECEIVER TYPES OUT IN STILE W/HANDLE BOX OUT BOX IN WiHANDLE WiHANDLE WlHANOLE WIHANDLE WMANDLE W/HANDLE 90RECEIVER WIMANOLE WI HANDLE #115 #118 #31 #31 -...� � –EEC � #120 #119 #81 #118 �� #S7� #81 N81 SINGLE F PP K L INTERLOCK TR TQ TC TA TV TW OUT (BOXOUfj SINGLE B F P A C C IC SQ Sc SA SV S W INTERLOCK IN (BoxOVf (80XYlJ STILE RR R FD FC FV FW ryoxovn isoxwl LOCKSTILE , D M W/HANDLE W ASTRAGAL BOX OUTLR PANEL NOTES: W HANDLE leoxoon 1.SEE DP TABLES 1-3,SHEETS 8-8 FOR PANEL ASTRAGAL ClIf SITES&DESIGN PRESSURE. sox IN N LEFT 4INTERIOR RIGHT W W/HANDLE 2,PANEL TYPES NOT SHOWN OR CROSSED OFF J IgOX7H� PANEL PANEL ARE NOT REQUIRED FORANY CONFIGURATIONS rASTRAGAL STILE ExTERIOR. BOX Our I� r STILE AND ARE NOT AVAILABLE, U} U "o 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES leoxoun (eoxoup " (#61),CORNER REGEIVER(#118)AND EITHER Ij ASTRAGAL J J PANEL"E SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR(#119)OR INTERIOR(#120)CORNER W BOX IN T V APPLICABLE STILtiASTRAGAL REQUIRE=MENTS. ASTRAGALS. _J moxim l-Noo 4,135°ASTRAGALS TO USE HEAVY-DUTY STILES 90LOCKSTILE INT CORNER RT C/ (#61)AND CORNER ADDON(#31). J WI HANDLE#12d W EXTCORNER SILL RISERS OPTIONS f-- '232" 90 LOCKSTILE QT /_/S -r �— .23Y W/HANDLE#119 tiai 2 .232' EXTERIOR EXTERIOR 082• EXT CORNER#61 EXTERIOR (� 90 EtECE1VER / -T ` - EXTERIOR .002" `r 4.055• WIHANOLE 11118 v v a� Q f a 2.555'0• 3.305' INT CORNER#81 /� T AS DF 1.607" 90 RECEIVER /-' h_W/HANDLE 1 EXT CORNER 9118 /'� SILL RISER,FLAT` SILL RISER,FLAT SILL RISER,FLAT SILL RISER,FLAT 90 RECEIVER. CF (RSILL 22 MEDIUM,3-114" 24 HIGH.4" FU LUSH,1-112" d 1­ .760•pRonvcr RM2WJ3D 375XRED VT VS VF •760° Me mplyi�wlthewflolldR #61 EXTERIOR4 Guild-MCodo W/HANDLE EXTERIOR EXTERN 750• EXTERIOR •fir i�'OnDaoro ��,a INT CORNER 1 900, (1 F ,082" A:055" 35 RECEIVER W T WS WF ` G7 I �_ .062' YY �p ~ W1 HANDLE 1 3.305• -- ,052• 2:155" JLJ f � MI S r r�w p« N'N7 1.557• .s. 'i—'— ��a�.l 1.`lNN AfIE�F���i: SILL RISER,1304. Q �r r1e FLUSH,1-112" 21 LOW,2-112" 23 MEDIUM,3-114" 25 HIGH,4" GalO5 nmm 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 `I 1S �Ali nwnpX,r i� 4TA ��J� N uCci4WLooyVRlvE PANEL TYPES © •'• �'coR�aa•'•�C7�: JIL 312;1,5 VS%310 7s;;737 AMC Bei yvealeoo SERIES 776 ALUM. SGO-LM IMPACT �,, 10NA\, &wvAlft �^ A.L�. �fa'uA P.E. JR 10/10114 aolr CERT.OFAURI.#79M 60D•770 NTS 17 d 22 PGTO130 P E.#68705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 81 105 - LOCK PART 14 106 of JAMB LENGTH is (*CA-A 107-11 17 60 OR 81 ® BD OR 61 5 2-TRACK JAMB 80 OR 81 4SEE 5 Qi2-TRACK JAMB (SHOWN E DETAIL G1 105 6"LONG CLIP#105 WITHOR FIXED W/RETAINER#108 OPERABLE ANEL CLIP LOCKPAR113 MIDP AN (SHOWN WITH PANEL) 758 to7-11FIXED PANEL TO EXTERIOR 103 LOpCK PART 103 2 �-1THE INTERIOR) 113 76 8107-11 g .iO3OR 61 l yEXTE IOR 14 15 5 112 16#10 x 314• 123 FULL LENGTH 40 r'a EXTERIOR SMS,X 3 OF JAMB 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIORlul CLIP#BOOR#105 51 52 WI SCREEN 6"LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB (SHOWN WITH ®(SHOWN WITH �(SHOWN WITH ®(SHOWN WITH (SHOWN WITH 80 l'_ H1 H2 11 12 MIDSPAN � FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FUCED PANEL TO OPERABLE PANEL) I-I 60oR&1 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) � yEXTERIOR EXTERIOR 2 v 112 1 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIDR 53 a a SHOWN WL4 4 Lo .SCREEN FRAME HEAD FRAME HEAD � 4-TRACK MAX.UNIT OPTFRAME HEAD HEIGHT PER TRACK TABLES 1.3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 72 OR 73 72 OR 73 RODUCI'K9NUWBD 46 11 113 9 ns wmplyhlg w1lh the Plorid� 10 AvMtgCodd 48 47 p 8 11 11 lix ! EXTERIOR 112 5 113 113 a 5 5 h4iunnDnsleP �t�1S'V�Iry'1 ..YrrN 2-TRACK WISCREEN. 3-TRACK 4-TRACK fi '•. FRAME SILL FRAME SILL WFRAME SILL �i iJo.567n5 Tr �_ -ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1.3,SHEETS 6.8 FOR DP(PSF)ASSOCIATED WITH STILE. C1 e(IS 1 � R.VdW. 06CX eeNW r ol. 161AITE b> �: 1b16TECHNDLOGYDRAMB VERTICAL.SECTION DETAILS '. '' �; N.VENICE.FL 3127b 7eb: ��ISS'••••••••• C\��` DD: SERIES 770 ALUM.SGD-L M IMPACT ''��,/CNAl- /sa1)4W6W . JR- � w A.LYNI P.E. bc so770 TS18 d22 PGT0130 P.E.958105JR 10/10/14 CERT,OFAUni.A29M ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR S 'Q' 61 113 118 28 28 4� 83 63 27 26 27 103 62 111 63 80 OR 61 t30OR01 WOR61 20 94 65 2e 1zo 6e e5 6 V EXTERIOR 111 62 V EXTERIOR 11t 92 90° EXTERIOR v ✓ EX INTERIOR EXTERIOR a P-HOOK FOR FLAT EXT..OR INT.MOUNT) K OOKFORONLYSILLS 90° 4 INTERIOR v LocK PAi1T eo OR 81 07i i ioi 61 Ts�16T- 6 ®INTERLOCK M 14 113 00 61 61 118 5 nMFXTEt#Ja00R113 �7 EXTERIOR 60 113 103 110 EXTERIOR T STANDARD ASTRAGAL#87 ta VY-DUTY ASTRAGAL#68 6F:NQO'OUTSIDE L1 WITH STANDARD STILES 1160 L2 WEITH HEAVY-DUTY STILES#81 Nt 2 TRACK HOWN CORNER W2 90- TRACK SHOWN SIDE ER 'ITEM TILE SH (HEAVY-DUTY STILE]SHOWN,l7EN!#80 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 STILES. 2 _ 4 INTERIOR 31 LOCK PAR Tb INTERIOR 61.b Q INTERIOR 135° 11 u PRODUCeRETJ[! S0 T m oataplYInB wllh tho Florida 135° Rottding Cade 14 b 61 32 AcceylmmeNo 4- 61 103 Eio skmunte y �0 32 EXTERIOR B1 - 11 8 Miumi 17ndc rmt i 9 fou�roll OCKPART 31 103 81EXTERIOR 7 ��� LYNN r6&107-110 14. g 135°INSIDE CORNER �0�,.• •..�(C err 02 2-TRACK SHOWN 1•.•'�`GGtJsf ., 136°OUTSIDE CORNER Z No.50705 01 2 TRACKSHOWN _ p.m6r. now Rmdo= 1070 TE "•TRWE HORIZONTAL SECTION DETAILS, CORNERS I�E1 ��••,• A F OP MI FON 37B Mr ,�• -..ft 0 Rlf•' G (nl1}164+con SERIES 770 ALUM.SGD—LM IMPACT a.-er iw oa% ® •. �.� u.•se nu aM n.LvNN MIyL�rila.E. JR 10110114 CER1 OFAf/T1; '16180 SOD-770 .i� 1Z2 PGTQ130 P.E.i16B706 Item POT PGT# Deacrip6on Item POT POT# Deecdptton NOTES:. Dw .# Dw .# 1)ALL ALUMINUM=6063-T6 1 17300 617308 2-TRACK HEAD QUANEX/TRUSFAL DURASEAL SPACER(COMPOSITE 2 17303 817303 2-TRACK HEAD WITH SCREEN RAIL J0 SEALAUVIDESSICANT) 2)ITEMS.#33-39,57-59,66,78.84-99, 3 17309 617309 3-TRACK HEAD 00 17325 017325 PANEL STILE 121&122 ARE NOT USED AND ARE 4 17312 817312 4-TRACK HEAD 61 17328 817328 PANEL STILE(HEAVY DUTY) NOT PART'OF T141S APPROVAL. S 17314 817314 FRAME SCREW COVER 02 17327 617327 NTERLOCKADAPTOR 6 17317 817317 FRAME HEADAIAMB ADD-ON 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 3)USE OF#12 OR#13 REQUIRES 7 17304 617304 2-TRACK SILL 64 1729 71720 SILL END WEATHERSTRIP PAD MIN.#10 SINS OR 3/16"MASONRY 8 17301 617301 2-TRACK SILL WITH SCREEN NAIL 65 17328 617328: INTERLOCK SCREW COVER ANCHORS Q 24"MAX.O.C. 9 17307 017307 3-TRACK SILL 07 17328 517329' ASTRAGAL 10 17310 817310 4-TRACK SILL 08 17339 817339 HEAVY DUTY ASTRAGAL 11 17313 617313 FRAME SILL TRACK INSERT 69 17324 817324 TOP 8 BOTTOM RAIL 12 1 17315 617315 FRAME SILL SCREEN ADD-ON(SEE NOTE 3) 70 17350 j 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 13 1 17318 617318. FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 71 1895 71695 1-112"X 1"X314"HJGH FIN SEAL DUST PLUGS 14 17305 617305 2•TRACK.AMB 72 8153 78153X TANDEM ST.87L ROLLER ASSY_ 15 17302 617302 2-TRACK JAMB WITH SCREEN,RAIL 73 8153 781631,1. TANDEM NYLON ROLLER ASSY. 10 17308 617308 3-TRIC_AMB 74 SILICONE DOW-899,OOW-995 OR GE-7700 17 1731t 617311 4•11RACK AMD 75 8185 781S5X IGEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 18 17322 017322 SILL RISER•FLAT,FLUSH,1-112` 78 71032XIFPFX #10.32 X 1'FL.SS SCREW W1 TYPE"F"TIP 19 17319 617319 SILL RISER-BOX FLUSH,1-1(2" 77 7103239• 1032 STEEL ZINC U-NUT 20 1.7321 017321 SILL RISER-FLAT,LOW,2-112° 79 17357 817357 1'IG BEAD 21 17318 817318 SILL RISER-BOM LOW,2.112" 80 17359 817359 7110"DEAD/FDED PANEL CLP 22 17355 017355 SILL RISER-FLAT,MEDIUM,31/4" 81 17360 617360 9116"BEAD 23 17354 617354 SILL RISER-BOX MEDIUM.3-114' 82 1224 6TP247K VINYL BULB WEATHERSTRIP 24 17323 817323 SILL RISER-FLAT,HIGH,4' 03 81745 1745 LOWE INC.112'X 1116'SGL.SIDE ADH.TAPE,POLYETH. 25 17320 617320 SILL RISER-BOX HIGH,4' 100 5052 48052 ROLLER ADJ.HOLE PLUG 28 17333 017333 POCKETP-HOOK 101 72087 JAMB BUMPER 27 7070 67070 NEOPRENE BULB WSTPFOR P{1OOK 102 1896 71696 DUSTPLUO 28. 17,334 617334 POCKETP•HOOKMOUNT 103 8168 78188X: l"KEEPER 29 17335 817335 P-HOOK COVER 104 853 78DKEEP SCREEN LOCK KEEPER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 105 17344 817344' FDED PANEL CLIP-0'LONG 31 17378 817378 135 CORNER 106 17352 617352, FD(EO PANEL RETAINER-9116- 32 17378 817378 1135 FNED MOUNT 107 1739 71739 ; HANDLE KIT-NTERKIR RAISED WITH THUMB TURN ITEMS 4D-53 ARE SCREEN PARTS: 108 1740 71740 HANDLE KIT•RAISED EXIERK)R HANDLE 40 4319 812258 SCREEN SIDE RAIL-LOCKSTILE 109 1731 78102SN HANDLE Kir-.RECESSEDNTERIOR WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 110 1732 78178 HANDLE KIT-RECESSED EWERIOR PULL 42 41818 SCREEN KEEPER SPACER SET 111 710X14PPSDAX MOX3/,r PH.PN.TEK-S.S. 43 8162 88152 SCREEN INTERLOCK ADAPTER 112 1235 8'/818" WBTP,.270X.170-FIN SEAL 44 4428 64428 SCREEN DOUBLE INTERLOCK 113 1712 64060 ' .187"X,230"Ft4SEAL 45 4317 012250 SCREEN TOP RAIL 114 71OX115PPX #f0 X1.112' 46 4318 012257 SCREEN BOTTOM RAIL 115 710XPPT; #10 X V 47 868 7SRAZ STANDARDROLLER 116 7?.OXIX 914-20X1'S.S• -PRODUCYRENEWED. — 48 808 78RAX STANDARD ROLLER-ST,STL 117720%112X 1114-20 Building asoonnAybwwith IMFiodda Building Cods 9 40 49 4344 04344 SCREEN ASTRAGAL 118 17336 617336 90 DEGREE CORNER RECEIVER. Awplance No 60 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 119 17337 617337 190 DEGREE OUTSIDE-CORNER ASTRAGAL B 9t cep 51 1692 61692 SCREEN SPLINE-.165' 120 17338 6117338 190 DEGREE INSIDE CORNER ASTRAGAL 52 1691 61694 SCREEN SPLINE-.150' 123 17352 1 617352 IFIXED PANEL RETAINER,V6' Minmi Dac 0944411 �n 53 61616C20 SCREEN CLOTH \�� N.( 4 54 1725 1/2"X4'X1710"SEL BLOCK,NEOPRENE$5.0-6 ��`�•'�`CEDlSg'' 55 1726 11 X 4"X1/18'SET.BLOCK,N ED PRE NE 85+1-5 NOTES; No.58705 1)ALL ALUMINUM,=006346 w 2)ITEMS#33-39,87-69,66,78,$"9,121&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. (y Jf If� A to7o7Fc11xocooraraysPARTS LIST ;�`�:' - FcoRM (041)404WOs427e SERIES 770 ALUM.SGD-LM.IMPACT ''S`SICN�� 11 awmp ft"Mlee aow anMc G.Ovft rc.: A,LYN�IMI�LER,P.E. JR tQifO/t4 CERr.OFAUTILgY8M ® GOD470 NTS 20 a 22 POT0130 P.E.#58705 �+ - 5.069" I0.680" -''( 1.36" •+- 1872,n 1.211" 1.505" 0.081" +- 0.062" 1.019" 0.061" 0061" 1O2 TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6083-T6 AL) 40 ST{LE 8.198" (8083-Te AL) 6.198" 6.528" 5.069" 0.080" -+I I+ 1.045" 1.505" r- 1.993° 0.062" 0.081" @ 2-TRACK HEAD WI SCREEN TRACK O3 TRACK SILL x(6063-T6 AL) (6063 T82-TRACK 2-TRACK JAMB 45 SCREEN (8083-76 AL) TOP RAIL 7.105" 2-TRACK JAMB WI (6063-T6 AL) 8.221" is SCREEN TRACK O.OBp" (6063-T8 AL) 1.36" 1.505" 0.875" 1.211" i--� y 1,36" )+- -1. _j I I 1.993° 0.001" 9 3-TRACK HEAD 8 2-TRACK SIL W/SCREEN TRACK 0.062" O(6063-T6 AL) O(6063-T6 AL)� 0.081" SCREEN i -08 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.07 1.211" 1.505" 7.105" 0.081" O9.141"4 4-TRACK HEAD O2-TRACK SILL (6083-T6 AL) (6063-T6 AL) 1.514" 1 I 0. R olipi R6SmWBD 0062■ LI oamplyingwJfdthoFlorlda uitdln$Ccido •4 0.632" 0.760° Awcptance N0 1.260" !'Vl 10 0 ( 7 L 0.060, 1.518" 1.990" � •.testi Atiami Dodo P!q4qcl POPA,15- O FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN \%% LYNN 1Y ADD-ON ADD-ON is END ADD-ON 16'3 TRACK JAMB �`� 4��•• Ij!..ff (6063 TB AL) (6063T6 AL) (6063-TOAL) O(8083 78 AL) C ,:'VIPtNsS REQUIRES MIN.#10 SMS REQUIRES MIN,#10 SMS :* OR3116"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB ' x IJo.58705 ; SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. (8063•T6 AL) ROWW 107011ct+Nocoo>Fo>tive EXTRUSIONS ,gyp'•, SUF 0 N.VENfCE FL 912Th ma i�� $t OR10N•`�j� . SERIES 770 ALUM.SGD-LM IMPACTNAL nar Dere u°me ® aWrN4e.t soon F!"/t p.,prk. Rrr A.LYkN111tiA1P.E. JR 1UH0/14 Mr.OFAUM02W.. . SGD-770 NTS ?f a 22 PGTO.f90 REN 58705 0.71 B" 0.83' u- q 3.802" 3� "- 2.304" j 0.752" 3.802" 0.752" ;, ( L 0.674' 1.183" 0.886" • 0.796" 0.0620.204"1 0.080" " 0.062 0.233" -'x 062" 0.075 O SCREW COVER 1i TFRAME RACK 20 P HbbK 28 ADAPTOR OUNTING @COVEORK SCREW 0.080" P-HOOK FOR BOX RISER (6083-T6 AL) (6063-T6 AL) (6063-T6 AL) (606346 AL) (6063-T6 AL) 0(6063-TB AL) All X0.D80' 4" ...... ._.,,,. 1.488" ^� 1.739" 1.600 0.133" 1.600 0.062° -`a 1.303" .080" 1.870" L.016" - D0.325" i. 3:15:5 -+ 3.126' 0.002" K 31 135°CORNER 32 135°FIXED MOUNT 80 Si' ''i2D STILE 61 HEAVY DUTY STILE INTERLOCINTERLOCK O 66 (8063-T6 AL) (8063-T0 AL) (6c ?AL) (6083 T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" ---• 3.979° • 25" l- -- 1.050" 1.05D" 1.050" +- Lro75. 1.845" 0.075" 1.645" I� ;,67, 1.304 u _ " .61 ll .485" I I .045" 0.281" r --- 3.25 .945" +- .045" �- O0 ^ 0 GLAZING 07116"GLAZING 09118"GLAZING 67 STANDARD ASTRAGAL 60 HEAVY DUTY ASTRAGAL I_:, -!-;P/BOTTOM RAIL 79 50 81 (6063-TB AL) (8063-T6 AL) 'fi3-T6 AL� BEAD I.G. BEAD,FIXED BEAD (6063-T6 AL) PANEL CLIP (6003-T6 AL) ' (8063-T8 AL) +- 1.003" -••� 1.03" 0.767" 5.621" 0.080" ` 0.060" 0 FIXED �- FOAL#C, RIvIdg LD 105 Q,7gg" 2.893" MmpiyiagivhhtheFtorldo. PANEL CLIP 0.133" (6063-T6 AL) 1.498 0.133" 1.498" tdI aGade q�y f0.080" aeptrnco pfe ov .550" �I0.0831 _ � 0.709" i2iFIXEDPANEL 6621" 4" tiainilkt ProductCbntrot RETAINER.718" �� 4Y111 0.080" -SII+- (606.",T6 AL 2.82 120 90°INSIDE CORNER ASTRAGAL �� yr/ ) (ti: OUTSIDE CORNER ASTRAGAL (8063-T6 AL) �.` O�,• " ' .�!fi `��.•��OENS@ �P i� @:FIXED PANEL tie 90°CORNER RECEIVER s-Tfi AL) ,. A#NER,9118 (6083-T6 AL) it No.66705 (6063-TEAL) x aewmr Q . jIIy Ci i� L,_ �`� SfATEOP �1f/� toxo rrcNrra .:!!C- 14. EXTRUSIONS '(.o fiCOt�1pQ ' C��� MICA FL: JS vr. uw �sat}asatsao SERIES 770 ALUM.SGD-LM IMPACT '�%c&../0NAV. ® saw4fbes 8uv °neat Arsgha 76r A.L�rSRddIL4EK;I'�E. R 10/10/14 wm. CERT.OFA(t :36 806770NrS 22 a 22 PC'+TQ13Q P.E.458705