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HomeMy WebLinkAboutProduct Approval • `�a1-�aaa� 5T bF('rH;r0trf\ 'RTJII,I�i'VC DIVISIONftEWF6i kb FOR COIXPLIAioCE 141-fit"WED DATE MIAMI.DADE PLAN`MY)PERMIT MUST BE KEPT I LI—RADE COUNTY,FLORIDA 0 Ch?~�©�; 8PECTJi)N JVILL BE I t�UCT CONTROL SECTION Ii7.�iDE. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINIS`rRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%vaniamidade.sovleconomv PGT Industries,Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Mianni-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. WER reserves the right to revoke this acceptance, ifit 's_determine--d by Miami-Dade County Product Control Section that this product . ate marls o meetthe-re.Ruirennents of the applicable_buildurg code. This product is approved escribe herein, and has been designed to comply with the k'lorida-.Building Code,including the High elocity Hurricane Zone. DESCRIPTION:Series `770-HP"Aluminum Sliding Glass Doors w/Reinforcements-L.M.I. APPROVAL DOCUMENTS swing No. PGT0004, titled "Series 770 H.P. Aluminum SGD-L.M.I.", sheets 01 through 10 of 10, dated 08/ 5/07, prepared by manufacturer, revision "E" dated 12/31/14-an latest update 03/05/15,signed and sealed by ymn-A.biller,P.E.,bearing the Miami Dade Courr#}�Pro uct Control Section Renewal stamp with-the"Notice of_Accep ee-munbe>_and_expiration-dahe Miatni- Dade County Product Co�tro Section. MISSILE IMPACT RAT arge Missile Impact Resistant LABELING: Each shall bear a permanent label with the rnanufact is name or logo, city, state, series, and following,-statement: "Miami-Dade County Pro:::::: It ontr6l Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of.this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of tine Building Official. This NOA renews NOA No.13-1009.07 and consists of this page 1 and evidence pages B-1,E-2 and B. 3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. ^— —"NOA No.15-0106.08 MIAMI DADt3 COUNTY � ' }}at oil De rI, , 020 te16 . lar• It OI 5 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD - L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15,signed and sealed by Lynn A.Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL•-7825, dated 06/10/2014;signed and sealed by Idaln is Ortega,P. E. 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202--94 along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory,Inc.;Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson,P. E. (Suhinitteil under previous NOA.No. 13--1009.07) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading.per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202.-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors .(Samples A-1, A 2, B-1, B-2 and C=1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTLr-5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales,P.E. (Siibniitted udder previous NOA No. 09-0826.1.2) l Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15--0106.08 Expiration Date: March 2d,2020 Approval Date: March 12,2015 E-•1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 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 Aluminum Sliding Glass Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared.by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-5998, FTL-6005 and FTI -6012, dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. (Subnritted under previous NOA No. 09-0826.12) 5. Additional reference supporting Test Reports No.'s AT172138.01�t01-18 and FTL-5254. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller,P.E. 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer"dated 03/12/15,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`h Edition (2014),issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A./Miller,P.B. 2. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration Testing Laboratory;Inc., dated 06/10/14,signed and sealed by Idalmis Ortega,P.E. 3. Department of State Certification of PGT INDUSTRIES, INC, as a for profit corporation, active and organized under the laws of..the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Statement letter of commitment, issued by manufacturer, dated 02/20/14, signed and sealed by Lynn A. Miller,P.E. (Submitted under,previous NOA No. 13-1009.07) r - Jaime D.Gascon"r.E. Product Control Section Supervisor NOA No. 15-0106.08 Expiration Date: March 24,2020 Approval Date: March 12,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Statement letter of conformance to and complying with FBC-2010, issued by manufacturer,dated 10/04/13,signed and sealed by Lynn A.Miller,P.E. (Srtbmitted underprevious NOA No. 13-1009.07) 6. Statement letter of no financial interest, issued by manufacturer, dated 10/04/13, signed and sealed by Lynn A. Miller,P.E. (Submitted underprevious NOA No. 13-1009.07) 7. Laboratory addendum letter for Test Report No. FTL--7468; issued by Fenestration Testing Laboratory,Inc., dated 01/13/14,signed by Manny Sanchez, CEO. (Submitted under previous NDA No. 13-1009.07) 8. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration Testing Laboratory,Inc., dated 09/13/13, signed and sealed by Martin D.Brinson,P.E. (Submitted under previous AVOA No. 13--1009.07) 9. Proposal, dated 06/04/13, issued by the Produict Control, signed by Jaime D. Gascon, P. E. (Submitted under previous NDA No. 13-1009.07) 10. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15 27.001 of the Florida Administrative`Code, notifying original engineer that the successor engineer is assuming hill professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller,P. E. (Submitted under previous NOA No. 11-1018.16) 11. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed and sealed by Julio Gonzales,P.E. (Submitted under previous NOA No. 09-0826.12) 12. Proposals No.'s 09-0177-A, dated 05/05/09, B, dated 05/27/09 and -C, dated 05/27/09, all issued by the Product Control,signed by Ishaq Chanda,P.E. (Submitted tinder previous NDA No. 09-0826.12) G. OTHERS ' 1. Notice of Acceptance No. 13-1009.07, issued to PGT Industries, Inc. for their Series "770-11P Aluminum Sliding'Glass Doors w /.Reinforcements - L.M.Y.", approved on 02/28/14 and expiring on 03/24/15. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No.15-0106.08 Expiration_Date: March 24,2020 Approval Date: March 12,2015 G-3 GENERAL NOTES:SERIES 770 H.P.LMI SLIDING GLASS DOOR WITH REINFORCEMENT GESIGNPRESSURERATWO IMPACT RATING 1)GLAZING TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SEE TASHEET4 IAON MIS4EE IMPACT RESWANCE GLASS STRENGTHS:T=TEMPERED HS=HEAT STRENGTHED INTERLAYER TYPES:SG=.090'DUPONT SENTRYGLAS G4.7116'LAMINATED:(2)LITES OF 3116-ffi WITH.090'SG INTERLAYER. G4A-9116"LAMINATED:(2)LITES OF 14'HS GLASS WITH.090'SG INTERLAYER. G8=1"LAMINATED INSULATING GLASS:3N8"T EXT.CAP+31W AIR SPACE.7118'LAMINATED:(2)LITES OF 3116'HS GLASS WITH.090"SG INTERLAYER: GOA-1'LAMINATED INSULATING GLASS:114°T EXT.CAP+5118'AIR SPACE+7N8'LAMINATED:(2)LITES OF 3118'HS GLASS WITH.OBD"SG INTERLAYER. 2)DESIGN PRESSURES:A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. NOA DRAWING MAP- 3)ANCHORAGE:THE 33-113%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 REQUIREMENTSOF THE CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE SHEET DETAILS SEE SHEETS 4A. GENERAL NOTES.............I 4)SHUTTERS ARE NOT REQUIRED. ELEVATIONS.............-...__2 5)INSTALLATION SCREWS,.FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETNLS............3 6)REFERENCES:TEST REPORTS FTL•5998,FTL-8005•FTL-7488,FTL-8012 S FTL-7825. ANCHORAGE_DETAILS............ ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NONS,ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL DESIGN PRESSURES....._4 7)THISPRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ELEVATIONS.................7 HURRICANE ZONE(HVHZ). CONFIGURATIONS._........7 8)DOOR SIZES MUST-BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. VERT.SECTIONS........._8 9)CONFIGURATIONS:STRAIGHT DOORS-MAXIMUM 2 TRACKS BY 9 FT.(108')HIGH WITH MAXIMUM 4 FT.NOMINAL WIDE DOOR PANELS,MAXIMUM 4 PANELS.SEE HORIZ,SECTIONS...._......8 EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 287• PARTS LIST...................9 EXTRUSIONS...................10 D.L.O.WIDTH=NOM.PANEL WIDTH-7' D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.126' Droop Anchu BubCreb Fr.m• Mln.Ed04 Min. 1 PANEL HEIGHT=DOOR UNIT HEIGHT-1.866' M.mb.r Olmaeu. kmb•am•nf Com41°( s) b 1 5: NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1 Ila'Elm Ulm— UM-0d CMU,(ASTM C90) Jntnb 2-112• 1.714' GMUIM CMU(ASTM CSW n .2 kal caul Jamb 2.11r '13V' 1)FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-RADE VVEtm4108.S. C�(0 risk e4a1Si7 RI, r 1_14' 2 Utoww CMU,(Asw C9 Jamb 0* 2-1126 1.110 SEE TABLE ON ONLY MIAMI-DAOE EMBEDCOUNTMENT, NT,EDGEDELCOCE ANCHORS. °°18R°a p,T:swlnum PW 50=0.65 oadlSl V 1.395• SUBSTRATE REQUIREMENTS. EMBEDMENT,EDGEDISTANCE AND cacmte OO>n.z.tu k•p Hu NS11 f• I-wr SUBSTRATE E R SUBST MENTA. L74•Ek°vIh°c°n na CMU ASTM G90 - J°me r 1-114• 2)FOR OTHER SUBSTRATE APPLICATIONS BEE TABLE ON THIS SHEET. P.T.SWhem Pin•(50.0.65) Hw&SIIUJamb 1%6' lays• -3)WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-112'THICK.IX WOOD uu,1e-eu410 , ,,,•6063-76• N lluJemb 51s• g0.071'BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID 8.8,SMs. steel.A36• Re4N812/J..b aro'CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR 3 (wn.11 mnualun7 steel slg ASW Gr.33• WlWb are•GREATER.IXAND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO Can°mte 9nht 3.276 ka0 H 481LVamb 1•IrrPROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND 114'Et.l"8.8, "Mules CLUJ.(ASTM C-90) Jamby 2•INSTALLATION IS THE RESPONSIBILITY OF THE ENGINER OR ARCHITECT A99n3lar Gmuma cMU N87M C39,mIn.2 k.I S—) Jamb y r OF RECORD. P.T.BOeOrem Pw -0.55 He UUJJmb 1• 'PRODUCT71PNtil%%To P.T.S.Atl-Pkw G-0.55 H-nUUJamb 9116'4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING COOEAND TO BE 4 012,steelsM5G6, Aamlmun,69S1T5• Ne°USN/Jamn are• Aneytmm NaREVIEWED BYTHE AUTHORITY HAVING JURISDICTION. (Mh Il thmedM) steeL A38• H44d1SWJ°mb 318'5)IF SILLIS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT sleetstudAa530r.a'4• H4aNSI9Jamb ars REQUIRED.IF USED,NOK-SHRINK,NON-METALLIC GROUT,MAX.114' 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. iwPPrpr.danp mut THICK 83400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE ENTIRE LENGTH OF THE BILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. AND T304FELT PER R OR MASTICSFER SHEAR ISREQUIRED ETWE EAD TO SUBSTRATE.IF N GROIUT S WOOD,AND `�����pIV YNN7���(i WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING .`p;`U EMsp••.,t�•'� JURISDICTION. No.58705 '• J.J. i4W2/I7 C FBC20I0 COOECHWOE .'41•. fOmTEc7m01CGvawvE GENERAL NOTESAND MAP ;jos•;`<oR10n.;\�� JRosaLll u ADD1noNALANCHOR3/RroHERDP M3kwaxaxJm SERIES 770 H.P.ALUMINUM SGD-LMI JR 1?/3f/14 E' UPDATED TO FBq 5TH ED rON2014 AMBOX15" a.r ��' w 11 S7M007RM RN NOXCVR8.fL SW4 ST1D7)OMP. NTS 1 .1B POTM E Ly PEN iQ��P.E MAX. UNIT MAX. UNIT WIDTH.96" WIDTH 145 5/16" TMOMAX. MAX: DOOR / / DOOR UNIT HEIGHT HE GIHT g 108" 108° XO, OX,XX OXX,XXO, OXO MAX. UNIT WIDTH 191 112" -- MAX. DOOR / / g / / FAODuCTRFNgWW . plying wlthth 1. � UNIT a / / / / emlaingoft HEIGHT 108" - wm Pm4K1 Cw"el nuu . OXXO ��..•'b\oENSF•'.���i APPROVED CONFIGURATIONS Np.ssTDs q sS •��_ J.J. 1001 C. NO CHANGE TMS SHEET IDmrrauraoorowvF ELEVATIONS ,�0�'••aomo?•'����� - JRr< DgJ10'19 --D NDCHANOETHISSHEET N060M1$fiD11I6 SERIES770H.P.ALUMINUMSGD-LMI ��SSIONAG��G`� JR iT�iN4 E ND CHANGE THIS SHEET P•0.NOX Ib� _ _ S( N,ry -a OD7TDHP.'- NTS-2 a,TO .PO7DOD4 E ',A/LY.El '05 P.E 3116"HSGLASS 3116'HS GLASS DUPONT.090 SG DUPONT.090 SG EXTERIOR 3118'HS GLASS 3118•HS GLASS� 74 - 318"AIR SPACE 74 EXTERIOR 7ry8'NOM. 3116"!GLASS 7'NOM. 82 —� 314'NOM. 83 3(4•NOM. GLASS GLASS 80 BITE '79 BITE 56 54 7116"LAMINATED GLASS TYPES G4 1"LAMINATED INSULATING 55 GLASS TYPES G6 SG=DUPONT SENTRYGLAS 1/4'HS GLASS 3116'HS GLASS EXTERIOR DUPONT.090 SG--r DUPONT.090 SG 3116"HS GLASS 1/4'HS GLASS 74 S(16"AIR SPACE 74 1/4'T GLASS EXTERIOR 9116'NOM. . 1'NOM. 82 PR9HhVM1i1 3(4•NOM. 83� 3/4'NOM. � a—p'o*n/ts'IngulmurFl rda D . GLASS GLASS D Llai ac-&A—PL S1 BITE 79 BITE '�D 1 56 p.IWil DaM H�autt p,""1 54 {iON'1 LYNs'Mil� 1"LAMINATED INSULATING 5$ ` �;• s'_.Ev s 9116"LAMINATED GLASS TYPES G4A GLASS TYPESG6A - No.6aro6 Al 'JJ. f0/1TH1 C- NO CHANGE THISSHEEr loroNOTEXOCNNn�o,AamoN�nE GLAZING DETAILS JR D BE /NG3TEXr NQWAMnM213 _ERIES 770H.P.ALUMINUM SGD-LMI '/•"O•z..No..nA.l.o"•N„" JR ENOCHPNCE7N193NEET va3oxls SM 0L4. U ewa-. LYNNJ : aPE1 1 n. P0P.EWT0 5 �.` e1 TABLE 1: Design Pressure(DP)and Anchor Quantities Required - (For all approved Con uratlons,Sheet 2 and Glass Types,Sheet 3) O-U^It Height o) ReWome4 OJe0op9s -81' lq' 98' loz8,1 108' H.w4AY Mims. 6'9-714(DLO! 7&718'(DLO) 79.7/9'omo) - 61.718'(DLO) Bt-71S'(OLO) BT•7 (01.0) HemY44 Stll.. kw Group APebe7Gratp AlrIWGC p AmW G-p Ar&.G-P Ah.GmW 68 113 1 T2&4T 3 162 3 4 162 9 4 1 2 3' 4 182 3 4 tat 34 ME- .94.130 .901.130 .801.130 4901.130 .901.130 .80'•130 HEAVY DUTY ASTRAGAL 24' (OLD) 10 tY,.2 C8.2 C8.2 C5.2 C6+2 C6+2 16+2 C6+2 Ce.2 C5t2 CS+x C5.2 CB+2 05.2 C5+2 C8.2 C5.2 C8.2 CS42 HEA02 111 STILES to t0. f0 f0 t0. 70 to t0 70 t0 toT16111:0 12 t2 72 72 1x. 12 02 111 67 80 BS DP(P.0 +901.130 .801.130 .94.130 .801.130 .901-130 1801.130 - 30' (D�LD) H.ad/94 C8.2 C6.2 C6.2jjCl+2+2 CCH2 C6+2 C6+2 C8+2 C5+2 ce.x CB+2 Cert C8+2 08.2 C8.2 C8+2 C7.2 L7+2 88 - Jame 10 -10 100 10 1D 12 10 10 10 1x IO 12 14 12 72 1{ 12 DPW .90'-130 .130 .801-130 +901.130 .94-190 .801430 01 39' (D Q) HILN881 C6+2 Cb.2 C6+2 +2 C8.2 C0+2 Ce+2 CG+2 C6.2 C8.2 C7.2 C7.2 C7.2 C7+2 C7+2Jms to 12 102 70 70 14 fo 10 f0 14. to 12 is 12 72 1e 12 ALL INTERLOCKS TO BE REINFORCED .84.130 .130 +04430 .901.130 .64.130 +94.121.4 WITH THE 11 He HEAWDUTY REINFORCEMENT HEAVY-DUTYSTILES42 (0.D) HeaNS10 C6.2 C8+2 CS+2 +2 C5.2 C812 C7+2 C7+2 C1.2 C7.2 C8+2 C8.2 C7.2 CB+2 C8+2CT+2 C8+2 CB.x Jomb 10- 12 104. 10 10 14 10 10 10 18 t0 12 18 12 12 1012DPfwq +90'-130 -130 .801.130 +84-130 .94.118.5 .04-110 40' (D1' HeeNSIAC8+3 C9+3 CS+3 +3 C7.3 C7+3 C7.S C,+ C8.3 'CB+3 CB�3 118.3 C7+3 C0+3 C8.9 +3J0m6 10 14 1014 10 f0 1B 10 I 10 I 10 I 18'1 72 1 12 18 1 12 1 12 1 19 1 12 NOTE:JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O=EXAMPLE ON SHEETS 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. 2.WHEN USI NO THE 212'SILL POSITIVE DP IS 46.67 PSF MAX.AND WITH THE 3 1/4"SILL, TABLE 1A: POSITIVE PRESSURES IS 60.0 PSF MAX. SII/Height to Max.(+)DP (NEGATIVE PRESSURES UNCHANGED).SEE TABLE 1A ON THIS SHEET. (Water Infiltration Relt^9) 3.21/2'•31/4°AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS pRl10lIC1'ItY.NOWFL THE 1 12'SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT (+)Design oomplrh>e Werlhc FloriJA REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED OH LENGTH 910 Poset HeiBhl Pressure P3f .111.Lt� da WHEN THE DOORi8 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT OH LENGTH_OH RATIO Flush-144 am mt.3 FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED OH OH HEIGHT LoN-2.1/2' -46.87 RC�4w6y� FOR WATER INFILTRATION. HEIGHT Medium-3-1/4' +80.0 uy' 4.SEE SHEETS 1,586FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT �I EQUAL T01 HIBh-4• +fig MtmN l7nx pmanlco^wt INFORMATION. I S OR GREATER SEE NOTES 1.3 6:DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. L�a t t 11 I t U SEE NOTE 3 D.LO.WIDTH=NOM.PANEL WIDTH-7° �`�1`t•.•VOfNSF''•;F9 D.LO.HEIGHT=DOOR UNIT HEIGHT-10.126° PANEL HEIGHT=DOOR UNIT HEIGHT-1.806". '•k+ Ho•58105 .J. 0/12111 C NO CHANGETHfSSHEET p ANDANCHDRAGECHART "0-�'••FwRtgP•�G��; JR 081AN9 -D AODITIONACANCHORSMIGHRDP rp70eoaoAvan4J275 SERIES 770 H.P.ALUMINUMSGD-LMI SS!�NA4 ,I ZrwJR f1lJ1N4 E NOCHANGE714I98HEET P.0.6(IfiRB ss.ese °'wb '�' A.LYMII.IIILER P.E. Hoxows,asl2N s7wna HLP. NTS 4 •10 PG70004 E PEJ se7os SM 0 ANCHORAGE REQUIREMENTS NOTES: 1.APPROVED ANCHORS:"SEE SHEET I. 2.ANCHOR QUANTITIES SPECIFIED IN TABLE I ON SHEET 4: .HEAD&SILL................8"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE 8"FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24°MAX.ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6. JAMBS........................W MAK FROM BOTTOM AND 17.125"MAX D.C.UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4. SEE"CB"CL USTER-------INTERIOR •+3"ANCHORAGE r-------_—_—_—_—_---_---_—_—_— i DETAIL,SHT.B" r ANCHORS PER PANEL"ARE THOSE INTERLOCK 7 MAX. ASTRAGAL WMA ATTHE HEAD AND SILL BETWEEN 3-112" CENTERLINE O.C: CEMERLINE CLUSTERS OR THOSE BETWEEN A r CLUSTER AND A FRAME JAMB. 2.04"I 4.051" r 8"M AX—�I I 24"MAX.O.C. 3.5"MAX.O.C.a " - -- IEXAMPLEOXXANCHORAGEPLAN: 1^—CENMAX.0.6. PANEL! 1—CENTERLINE OF,PANEL2 I�CENTERLINE OF PANEL 3I C8-3 HEAD&SILLANGHORAGE(3PANEL 2-TRACK EXAMPLE SHOWNI=(251 ANCHORS TOTAL i L—(3)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 EXTERIOR ----------------------------------- ----------- C8-3 ----------C8+3-(361ANCHORS TOTAL AT HEAD AND AT SILL 3 CB 3 C8 3 C8 3 . .... . .... . .... . TOTAL OF 12,(6 PAIRS) lw GROUP 4ANCHORS PER MAX JAMB SHEET B FOR PAIR O.C.SPACING) PaonUCT Adm,')Iwwa w mwmPlYl^8� L n petsytmcn No 24-Anj MAX f� ctClo"XDI 8"MAX..TYP. C.L.ASTRAGAL 19111T MAX. EXAMPLE OXXO ANCHORAGE PLAN: a��;'VGENSF''•. (4)PANEL, 48"x 108"DOOR FROM TABLE ON SHEET 4,ANCHOR GROUP 4 1ON2111 C, - NO CHANGE7HISSHEEi '.• sl E F ;'•,, rowFrcwvaooram ANCHOR.4GESPACING&EXAMPLE PLANS 'O,c'••.,noa�a4''G�;.` .JRA osrzafs MD, CLMREDOCATEM 0N'��92fQ SERIES770_H.P.ALUMINUM SLID-LMI _JR 12p1H4 E NOCHANGETNIEBREET P.a epx letP �..e o..yw a" A.LYIL4fle(Lt�K vE. NO1rON1a 11511)1 sooTroHr. NTS 6 >10 PGT0004 E PE.e nems Sc OSvsw " NOTES: ------_.__ AS RAOAL R ASTRAGAL OR INT 1.ALL DIMENSIONS SHOWN ARE BASED ON INT. INT. � INTERLOCK INT. INTERLOCK MINIMUM ALLOWED. +7r"+ CENTERLINE CENTERLINE CENTERLINE 2.METAL SUBSTRATES SIMILAR TO WOOD 3.5' 7' 7° 1.76' SUBSTRATES AS SHOWN. 3.6' DIAGONAL,O.C.DIMENSION IS 4.051',SEE 4.051' 3.6' 3.6. CLUSTER DETAILS,(APPLIES TO ALL ANCHORS). 21/16". 2x WOOD BUCK TYP., 2.04" 4.5.2.04' EDGE DIST., SEEANCHORNOTE +)SEE CHART 3,SHT.1 0 _ r -+3.8" - 7• SHT.1 4.051' +T 4.051- 3.5' 2-TRACK,ASTRAGAL/INTERLOCK 2-TRACK ASTRAOALlINTERLOCK 2-TRACK.ASTRAGAL/INTERLOCK EMBED.,SEESSANCHOR CLUSTER-CS T, 6ANCHOR CLUSTER-CB BANCHORCLUSTER-C8 L _ ,�CHARHT.1 2.08' MAX. EMBED.,SEE CHART,SHT. -y INT ASTRAGAL OR I INTERLOCK SHIM 1/4'MAX.SHIM+I EDGE DIST., CENTERLINE 3'r'0' q.051' WOOD ANCHOR TYP.,SEE 1x WOOD SEE CHART 7' MIN. ANCHORNOTE2,SHT.1 BUCKTYP., SHT.1 3'5' DIAG. DETAIL A 2-TRACK W/SCREEN FRAME HEAD SEE ANCHOR e� O.C. WOOD INSTALLATION NOTE 3,SHT.1 TYPICAL JAMB ANCHOR PAIR FOR TAILSD&"E.SEEL CONCRETE .•.2-1/16"' 2'04' DF. OAsSPACINOESHEET SIGN ANCHORTYP., - ,...,�� � EDGE DIST., SEE ANCHOR SEE CHART. 2-1118°• NOTE 1,SHT.1 i i..:, 4.051' SHT 1. -�/ 2-TRACK-ASTRAGAL/INTERLOCK "CONCRETE7ANCHOR CLUSTER-C7 EDGE DIST., EMBED„ EXT. - 1-EMBED„SEE E•X7+ DETAIL D.2-TRACK FRAME JAMB SEE CHART SEE CHART,SHT.1 CONCRETE INSTALLATION SHT.1��2.1/18'• CHART, 114' 2X WOOD BUCK TYP.,SEE tx WOOD SHT.1 MAX ANCHOR NOTE 3,SHT:i BUCK TYP., SHIM - WOOD ANCHOR TYP.,SEE SEEANCHOR EXT. ANCHOR NOTE 2,SHT.1 aEXTERIOR INTERIOR� NOTE 3,SHT.1 DETAIL B,2-TRACK FRAME HEAD (ALL VERT.SECTIONS) MAX. WOOD INSTALLATION EMBED.,SEE SHIM ART,SHT.1 WOOD ANCHOR TYP.,SEE CH --�y EDGE DIST., ONCRETE ANCHOR TYP., ANCHOR NOTE 2,SHT.1 114'MNL SHIM I SEE CHART SEE ANCHOR NOTE 1,SHT.1 SHT.1 DETAIL F.2-TRACK FRAME HEAD YRODUCr RENBWBD 2x WOOD BUCK TYP.,SEE CONCRETE INSTALLATION oomT4'kemm me Flo,[4e BWldin{OoOe 114'MAX. ANCHOR ND.3,SHT.1 Aae2mx0N0 (SEE ANCHOR __ 2.1118'• e nue 2p NOTE 5, ;HT.1) EMBED.,SEE 114'MAX. I GROUT AS REO. r CHART,SHT.1 2-1/ig'• (SEE ANCHOR ' 1I WOODANCHOR NOTE 6, HT.1) fl CONCRETE Miemmaae emaxt ctivaot EXT. --_ TYP.,SEE ANCHOR EXT. I .,j,•--.. . NOTE 2,SHT.1 J- tllln ;':•:`.:•..•' EMBED.,SEE J��pQN LYNN Aql O� 2.1118" EDGEDIST., EXT. ANCHOR NOTE 3,SHT.1 2x WOOD BUCK TYP.,SEE �•;';• . CHART,SHT.1 �J,�O,.'OENSE:•• P SEE CHART I • J DETAIL E,2-TRACK FRAME JAMB CONCRETE ANCHOR TYP DETAIL C.2 TRACK FRAME SILL SHT.1 WOOD INSTALLATION SEE ANCHOR NOTE 1,SHL •• IEDGE DIST _is; No.58705 WOOD INSTALLATION DETAIL G.2-TRACK FRAME SILL SHT. CHAR _ ' SHT.1 CONCRETE INSTALLATION S-O t• J. 1012111 C NC CHANGETH/S SHEET ZVC '���'•, 5 E :'\��`: IOM tEf]lN�YOWVli. ANCHORAGE EXAMPLECLUSTERS ''�,c•''•,.f(OMOP:'G•, JR OA20I3 ADD TD(T,DIMREFERENCEPOINTS J1 a . SERIES 770 H.P.ALUMINUM SGD-IMI `S/ONA4'00' JR tYJ1/H E NO CHANGE THIS SHEET Pm�l� m.,.ee m+v>.. A,LYWI PF. SMC OtM15g9 atc swo"aWT4 =11p. NTS 6 +10 PG70004 E pEsceTcs PANEL LETTER - JAMB DETAIL'IC OR 1', NOTE: K SINGLE BHT. &ANCHOR 1.MAXIMUM NOMINAL /NIERLOCK LOCHS78.E DETAILS'D'&'E',SHT.0 INTERLOCK DETAB.'J', PANEL WIDTH FOR ALL / ^ SHL 8 � PANEL CONFIGURATIONS A SINGLE LOCKSTLE v �� EQUALS 48" INTERLOCK ASTRAGAL OETAIL'M',SHi.B HEADER DETAIL'I',SHT.B D LOW(SGLE SINGLE EXTERIOR &ANCHOR DETAILSW'B' 1NTERLOCN &'I,SHT.8 191 1/2'MAX.UNIT WIDTH M LOCH811LE SINGLE INTERLOCK 41"MAX. NOMINAL D.LO. PANEL L SINGLE ASiWIDTH �rWRDTH pram INTERLOCK LR ASTRAGAL TERLO In PANEL PANEL �� OGT naTERLocx TYPE TYPE 'D' 'P'N ASTRAGAL SINGLE 977/8°11008" INIERLOWMAXMAX.DOORD.L.O.UNIT C3NGLE ASTRAGAL / TYP. HT. REINF, 'P SINGIE FIXED INTERLOCK LOCKSTAE R FDOL SINGLE LOC2DE. INTERLOCK T ASTRAGAL 11 FIXED SEE FRAME 8 O)O(O(2 TRACK) SILL DET III.K,SHT.8& 0t7f LOCKS7KE PANEL CORNER ANCHOR DETAILS'C 8 TomoECONSTRUCTION G',SHT.8 TASTRACAL ❑ FIXED DETAILS BELOW SILICONE 99 m LOCKST� BY OTHERS S FIXED ASTRAGAL 98 X 1" P> -m LOCK371LE OUT PH SMS S FIXED �] A9TRA LU LOCKSTIE :L.A IN 88IM PR DUCT NOTE yly6y7wl1hlhe Fluids REINFORCEMENT(ITEM DBS)REQUIRED AT ALL INTERLOCKS. n 01FA gpoxi.50"H SMS 4 INTERIOR PANEL CORNER FRAME CORNER f DETAIL DETAIL f(ALL PANEL TYPES) NOTES: �+ y EXTERIOR 1.SEE THIS SHEET FOR INDMDUAL PANEL CONFIGURATIONS.MAX NOMINAL v PANEL WIDTH-48".SEE SHT.8 FOR SECTION DETAILS AND SHTS.46 FOR .` �O ''CENSE•(�,cW O.L.O.WIDTH=.NOM.PANEL WIDTH-T AN. DETAILS. �1:' J '•,*�� D.L.O.HEIGHT=DOOR UNIT HEIGHT-10.125' 2.MAX DLO WIDTH=41";MAX.DLO HEIGHT=97 7/8',MAX PANEL HEIGHT=108118'. No,68705 PANEL HEIGHT=DOOR UNIT HEIGHT 10.12' 3.(1)LOCK(ITEMS 76 8107.110)AT EACH LOCKSTILE,LOCI NG INTO KEEPER _ = (REM 103)AT FRAME JAMB OR ASTRAGAL. 10117111 C NOCHANGETHISSHEET PANEL ELEVATIONS :n0''. romreanvaaoyw .c'••.,F....o0: C9 JR ORM3 "O REMOVED HBS BRACKET NAYMf&ASM Jn� 1a/Jtns E - NOCNANCETHIS SHEET P.aenzl® SERIES 770_H.P.ALUMINUMSGO-LMT w NOKOL4;rtel]l/ a e.rwH ow oaaM A.LYNBNM1IER`P.E. yN Gemws R� soDlroxv. NTS. 7 •10 PGT0004 E PFA 68705 62 111 53 01 CO PART ILLUSTRATIONS 14 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) t9-,j 65 _ -- 61 61 FULL LENGTH 66 74 p - 7�OFJAMB 14 lu � of 76 717 123 FULL IB%1-V4' MO%314' �_- OF JAMB SMS,%2 SMS,%J 0'� ALL REINFORCED INTERLOCK 113 lose... 103 113 OETAIL'J' 6•' 67 5 MIDSPAN � et 76 � DETAIL I' � 113 2 ° STANDARD CLIP OPTIONAL CLIP -'� 112 r 1 H1 WIRETAINER117D6 WI RETAINER#123 112 II�r�rrI!IIII 86 46 DETAIL W(FIXED PANEL) 52 40 ASTRAGAL 45 "� DETAIL TT 46 47 -n 63 s1 4 INTERIOR 62 61 112 (ALL HORIZ SECTIONS) 53 11 .,+ .� EXTERIOR 2 v EXTERIOR INTERIOR* DETAIL TT SCREEN DETAIL'O'SCREEN a AT HEAD AT SILL (ALL VERT.SECTIONS) DETAIL'P'SCREEN (2-TRACK SHOWN) (2-TRACK SHOWN) ATJAMB (2-TRACK SHOWN) SILL RISERS OPTIONS 24 (SEE D.P.LIMIT TABLE 1A,SHEET 23 - -- SEE SHEET 6 FOR FOR wI INSTALLATION DETAILS) 27 t 79 —T 4,065• 117 6 3.305' W EXT. �r EXT. EXT. „ EXT. ( e� EXT-77 FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER MAX Imo- 97776' (NOT VALID FOR WATER (2.12•) (3-114') (4') DOOR lR9T '= DETAIL T 0.0M1CTPF1QAi1RD INFILTRATION RESISTANCE) 22 �-' HEIGHT M wmNrh9t6v Floi1/da� n � EIWIGo9Cb4e �vyL/o• U M�yluim No' Dv. 20 69 toEXT, ; 72 OR 73 MIUN 04aa rm4ua Ctn�N - 4.065' 71 EXT- � EXT. 3.305• EXT. 2.6166' L/ I 7 U 1.fierlrf- /� 11 `5`��LYNN AIp 7.7!•. 11 113 �����•'`70ENSF-YF4'�i'i _ FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 6 - a'• ••.'!c _ •k i No:5B705 ._ (NOT VALID FOR WATER (2-112-) (3-114•) (4•) DETAII'M INFILTRATION RESISTANCE) ,.0•� �? CII$ Lti J.J, 10/12/17 C. NO CHANGE 7Hf9 SHEET '� ST TE OF :,�� foro7eawoLooro9Me VERTICAL&HORIZONTAL SECTION DETAILS 'U,c'•..ALOMOP;'G�� JR 0.4@WI9 ADDEO/EDITEDJAMSSRACKET ND%D"/1�FL942ro SERIES 770_H.P.ALUMINUM SGD-LMI JR 1Tpf/la E ADDEDAIf TO DETAILS HB I,ANDC117TODETMJ ���4 8 r;r °"'.�` "" A.LYtM IOLI�+.Pt sirs sDonoNr. NTS e >f0 PGTWO4 E P.Easeros Item DWG PGT# Description it.. DWgT# PGT# Description 1 17308 617308 2-TRACK HEAD 88 117339 817339 HEAVt'DUTY ASTRAGAL 2 173D3 817303 2-TRACK HEAD WITH SCREEN RAIL 69 1 17324 1 617324 TOP S BOTTOM RAIL 5 17314 617314 FRAME SCREW COVER TO17350 417350 WEA7HER471RP EXTENSION ONJECTION MOLDED) 6 17317 -617317 FRAME HEADIJAMB ADOON 71 1695 71695 1.12'X t'X314'HIGH FIN SEAL DUST PLUGS 7 17304 8173002-TRACK SILL -72 8163 78153X TANDEM ST.STL ROLLERASSY. B 17301 817301 VIRACK SILL WITH SCREEN RAL 73 8163 7B763N TANDEM NYLON ROLLERASSY. 11 17313 -617313 FRAME SBLTRACK INSERT 74 SLICONE DOWM9.DOW-995 ORGE•7700 14 17306. 617385 2-TRACK JAMB 75 8185 78165% GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 15 17302 817302 2-TRACK JAMB WITH SCREEN PAIL 76 71032)9FPFX 01082X1'FLS.S.SCREWWITYPE'F'T1P 18 17322 817322 SRL RISER 77 7103239 10x2 STEEL END UNLIT 10 17319 817319 SILL RISER•HOLLOW 70 17330 817357 1'IG BEAD 20 17321 617321 SILL RISER-LOW FLAT W 17359 617359 7l16'BEADI I..PANEL CLP 21 77318. 617318 SILL RISER-LOW HOLLOW 81 17380 6173W e•18'BEAD 22 17359 617355 SILL RISER-MED FLAT 0? 1224 61P21M VINYL BULB WEATHERSTRIP 23 17354 617354 SBL RISER•MED HOLLOW B3 81745 1745 fOWEINC,117X111G SGL.SIDE ADH.TAPE,POLYETH. 24 17320- 817320 BSL RISER-MGH HOLLOW 100 8052 48052 ROLLER ADJ.HOLE PLUG 29 1732:1 817323 ILL RBE..HIGH FLAT lot 1 72087 JAMB BUMPER ITEMS 4083 ARE SCREEN PARTS: 102 1698 71608 OUSTPLUO 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 103 8188 78186X 1'KEEPER 41 7LOCKWGSK SCREEN LOCKSET 104 653 750%EEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 617544 FOED PANEL OUP,6'LONG 43 8152 .68152 SCREEN NWRLOCKADAPTER 100 17345. 617345 EXTERIOR FD(ED PANEL RETAINER-0110" 44 4428 -84428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 45 4317 812256 SCREEN TOP RAL tOB 1740 71740 ±t LE KIR-RAISED E%TERDRHANDLE 46 4316 812257 SCREEN BOTTOM RAIL 109 1731 781629N HIANCE KIT-RECE99 ED P4TERIORWIM THUMB TURN 41 868 7SRA2 STANDARD ROLLER 110 1732 78178 HANDLE KIT-RECESSED EIOERIOR PULL 40 668 7SRAX STANDARD ROLLER-ST.SIL. 111 TIO)CMPPSDAX 810 X314'PH.PN.TEK-S.S. 48 4344 64344SCREEN ASTRAGAL 112 1235 67810 WSTP,.270'X.170-FINSEAL 5D 17349 617349 O%DSCREEN ASTRAGALADAPTER 113 1712 84066 .187'%.230'FIN9EAL 51 1692" Bf892 SCREEN SPLINE-.186' 11a 710%116PP% 810X1-1/7 52 1694 61694 SCREEN SPLM-.161P 115 710�PT 910X1' 55 .61816020 SCREEN CLOTH 116 TAXI% %14.20X7'9.9. 54 1725 Vr XVX111B'SETnN(3 BLOCK 117 720XT12X 81420X1.129.5. b5 1726 1-X4'X 1118'SETDNG BLOCK 123 17352 817352 FDEO PANEL RETAINER,718' {`ROD=REJOPTD 96 OUALANTYD1SEAL]rANT) SEAL SPACER(COMPOSITE piJ4pwI01Ee FlBridB oV 9EAlANT/DE951CANT) oultd' CB4a 61 tr328 617328 PANEL STILE(HEAVY DUTY) Ac I9 l NO 62 17321 617327 INTERLOCK ADAPTOR R0 O2 63 1725 STP248 VINYL BULB WSTP.•THIN(INSIDE INTERLOCK) M�lam pn4c P+au uB 64 -1729 71729 BILL END WEATHERSTRIP PAO 65 17328 617328 INTERLOCK SCREW COVER 11114 N 1x348 017340 INTERLOCK ALUM REINF.(PANEL•9-) ��1a,I LYNN Af!<71!i NOTES: ��`���•vOFNSF••':F'P��i 1)ALLALUMINUM=8063 T8 2)HEMS 0 3,4,9.10,12,13.16,17,2849.67.60,.67,78.84-99 8118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. '• Ha W05 4/�s✓� �«. =�0'P'••. �K TElO� . l.. ✓. 10112114 0.. NOcf4ANoETHl99HEEr 4o7BrecrwaLoovp8N6 PARTS LIST J ' d/JN13 D TEM/PAITTNUMBERS "'0•`O11R0.J17" MES 770_H.P.ALUMINUM SGD-LMT :,,5/ONAt•�.•`� JR 17/54//4 E- NO CtMGE THIS 9IJEET P.0.8QX IRB „�„� art e..pra r ALYFN IA)11f3L P.E. AroJconnxa=74 a 602DJLP. NTS 9 •10 PGT0004 E P.Er4e7os 0.718' 1.U50' -y 1.050' RE 1.30' 0.081° 0 0.284' FIXED PANEL CLIP! 0.050' IMERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD 17H8'1 GLAZING BEAD f9/1B") GLAZING BEAD(1'I.O.) FIXED PANEL CL� 6) h1AT'L:8083-TB (5)MAIL:8083.76 (80)MAIL:6083-TO (81)MAT'L:6083-76 (79)MATL:6063-T6 (105)MATL•8063-T6 0.081' Imo--4.125° 8:198' 4.49' -� O.OBD' 0.002' 8.188' 1.182- 1.888' OA6Y 1.304' 1.211' 1.505' 1 1 5.069' 0.081' -L -1 1.730' Imo---3.25' 2-TRACK HEAD W/SCREEN TRACK 2-TRACK SILL TOPIBOTTOM BOTTOM RAIL (2)MAIL:6063-TB D.23Y (7)MATL•6083-TB IMERLOCK ADAPTER (89)MATL'W63-T8 3.979' (82)MAT L:8063-TB 4° 1.407' 8.221' 2-TRACK JAMB W/ 0.062'-«fl-.- 1605" 2-TRACK JAMB SCREEN TRACK 0.075' 14 MAIL•8083.78 0.133` 1.8` 1.845'FLU eHFLAI MATLS8003•TB RISER ( ) (16)MAT'L:8p83-TB 0.080'2-TRACK SILL WI SCREEN TRACK 3.125' p,2g1^ (8 MAIL:8083-T8 HEAW DUTY STILE HEAW DUTY ASTRAGAL O.OBY16` 0 ` I I (81)MAIL:6083-T6 (88)MAT'L:6063.78 _L L ���LTTT---------((((((��������T( 6.089' 1.854° lg.,T"Lj 0.762' 0.709' ' 11 11 0,709' (40)MAIL:8053.70 0080• I I 0.060`J I0 II�II�- I_ I ( 1.045' O.OSDL _.(0.8831� -►( 1.550° 1211"0.080' (- 1� 1,254• r SILL TRACK (11)MATL•G063-TB FIXED PANEL FIXED PANEL 0.082' RETAINER,718` RETAINER,9116' 2-TRACK HEAD 0.260" L 0.875- (123)MAIL•fi0B3-T8 (106)MAIL:6983.76 (1)h1ATL:6063-T6 REINFORCEMENT 5 EM SCREEN TOP RAIL 0.750' (68)MAT'L•8083.76 (45)AMYL:6083-TB 1.983 0237 ---( (�0.760-(PA EL LENGTH-9') D.OBY PRO"UCTI6T'LWED .087 0237 oyft.Imfm Florida 0062" SCREEN BTM.RAIL Uo91bvc.N S ^ .OQ 0.750' (46)MATL:6063-T8 1tliaa N. G o 8 0.237 0.082' 0.908' 3.9yp° 6RUN Unncnnarc+a� 4.066' 3.305' � 3205° 2.45' 2.555 0.067 i b�ONY.LYNN 0.062'+I� 0.087'+dl� 0.082'+Uf � N..50705 •K HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILLRIBE MED.PLAYBILL RISER HIGH FLAT SILL RISER 24 MATL:8083-TB 23 MAIL:6083.78 21 MAIL:6D63•T8 (19)MATI-:8083-Tp I�MATL•806378 (22)MAT'L:6083.78 (25)MATL•6083-T6 -9: _ JJ 10'12111 C NOC 4hWTHISSHEE7 �� '��,n'•, SAFOFS;•��� lomrecwxocaarowve EXTRUSIONS `•�`••.;<o8ro1;..�'\'(��� JR 09= 'a AWEOEOITEOBEADING NOYW14,rtJ'a]5 S JR 1�1/11 E NO CHANGE THIS SHEET PA I= SERIES 770_H.P.ALUMINUM SGO-LMI '%`,S/0Nq�4•��G`�� o�qe oo HOCOM&FL3W4 �'� p ACYNH'NRL�RP.E pg�ypg ate IT'sl-.10 +f0 oMv.0004 E P>:s seT45