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HomeMy WebLinkAboutNOA; Series SGD-770 Aluminium Sliding Glass Door with 90 & 180 degrees CornersS L -1,1062 .a 'K.& W v v F.' MIAP 10A?&-DADN COUNTY 4 PRODUCT CONTROL SECTION DEPARTMENT OFRE GULATORY AND ri CON OfyHC RESOURCES (IM) 11805 SW 26 Street, Room 208 BOARD AND Cb.P. ADM MSTRATIOK ATVISION T (786) 315 2590 F (786) 315-2599 NO'lI'IC.iC+ OF ACCEPTANCE, (NOA) ivy»v.mtninId lae.gov/�cuuomy . PCx7['IuiluSfries,,fiac. 1070 Technology Drive Nofth Venice, l.L 34275 This NOA is being issued under the applicable rules and regulations goveiriirig the use of _construction materials, The dociurleuution submitted has been reviewed aiid accepted by Miatni:]]acie County RLR - Product Control Section to he used in Miami Dade County and other areas where ailoived liy'tlie Authority Having Tun. dictlou (AID). This.90A shall not bo valid after -the expiration date stated below. The Miami -Dade County Product Control Section (In N11.6mi-Dade County) and/or the AfIJ (in areas other than MlaTl"Dade County) reserve the right to have this product 'or material tested fpr quality assurance purposes, If this product or material falls to pe fgrm iu the accepted iir.vWner, the maphfaaturer will iucur the- expense of stich'testing and the AHJ may immediately revoke, modify, or; suspend the use of such product or.niaterial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dada County Product Control Section that this product or material falls to meet the requirements of -the applicable building code. This product is .approved as described herein, and has. been designed to comply with the Florida- Building Code, including the High Velocity. Hwicaae Zone.- DESCRIPTION- Series -"SGD.170" Aluniintim Sliding Glass Door w / 90* & 135° corners -]l,. AJ. AFFROFAL DOCTJIVII;NT: Drawing No. FGT11130, titled "Series'770 Alum. SOD - LM Impact", sheets 1 through 22 of 22, dated 16/10/14, with revision 13 dated 0S/05116, prepared by manufacturer, signed and sealed, by AnthonyLynnMiller, P,E., bearing the Mianri Dade County Product Control Revision stamp with the Notice of Acceptance munber and expiration date by the Miami Dade County Product Control Section. lYJ(ISSmEi IMPACT RATING: Large and Small Missile impact Resistant LADBLING: Each unit shall bear a peimitnent label whth the manufacturer's nitnie. or logo, city, state, mode]/series, and following statement; 'Warru:Dade. County Piodtict Control Approved", unless otherwise rioted herein. P.9tvEWAL 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 affectiag'the performance of this product. TERMiNATI(ON 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 ofthe product. or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other pATgses shalll automatically terminate this"NOA. Ffiilure to. comply with any section aofthis NOA shall be cause for. termination a W removal ofNOA. ADV RITSMWENlC: The 1STOA. number .preceded by the words Miafnl Dade Cathy, -Florida, and followed by the expiration elate ;nay be displayed u advertising literature. If py port%dri 'of the NOA i§ 41splaye'd, ftien it shall lie. done art 44 entirety, W§1P ,000rl': A copy of this- ent r.`e ITOA shall be provided to 'tko user. by the .inatlu#acttirex or its distributors and 'shall be. available for inspection at the job site at the request of the Building Official: TJiis NOA revises MOAN 151013.15 and c6lisi9ts of thrsrp�gen 1 and evidence pages B-1 andE- *, as well as. approval-doctEmWitmenti6hed above. t r The submitted documdAtat'ron was..royiewed by Jorge"r�8i NOA• N6,16 0629.06 j rAMtr1pT]EGO/ �' sa " UNn— i v 4 ,rtr a �p�ration.bate: rebruary 1'7,-202'U I� , i`� iftll �� , approval Date. August 04, 2014 PGT Industries, Inc. NGTICE ®F ACCEPTAI�TCE: EVIIDIENCE SUBMUTED A. DIRAWI NGS 1, Manufacturer's die drawings and sections. ^' (Submitted under NOA No.14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alta. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. $. TESTS 1. Reference Test report on l) Uniform Static Air Pressure Test, per FBC, TAS 2-02-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installations diagram of Aluminum. Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No.(s) FTL-8717, ]F`TL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by ldalmis 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-iustallation.dia gam of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT;-7'554, - - - dated 11/01/13, signed and scaled by Marlin D. Brinson, P.E. (Srrbndtted under NOA No.14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC,. TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980 R, FTL-6001-R and IF'TL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) -4 -i -e JorgeN€ plasenda, P.E. roduct Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Unifonn Static Air Press -Lire Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: F'TL-5980, FTL-5993, FTL-6036, FTL-6001, 1FTL-6014, FTL-6015, F'TL-6017, FTL-6023, FTL-6024, IFTL-6025, FTL-6028, F'TL-6031, FT1,6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NO-4 No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No, FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NDA No. 15.-0430.08) C. CALeULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5Eu Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. - - _ - (Submitted -under prevaous-1VOA No.-.i4-0:128..X.1)-- 2. Glazing complies with ASTM E1300-09 )D. QUALITY ASSURANCE 1, Miami�.Dade Department of Regulatory and Economic Resources (RER). IE. MA,.TEi RIA L CE]R,TIMC•A,7('IONS 1. Notice of Acceptanoe No.14-0916.10 issued to JKu�raray America, Inc. for their "Butaeite® PV-B Glass Anterlayer" dated 04/25/15, expiring on 12/11/16. 2. ?Notice of Acceptance No. 1.4-0916.11 issued to ICuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Y-aterlayers" dated 06/25/15, expiring on 07/04/18. F . STA.TEAWKNTS 1. Test proposal No.16-0152 dated 03/09/16 approved by RER. !P 2. Lab compliance as part of the above referenced Test Report No(s) FUL-8717, FTL- �' 8970 and FTL-8968. Jorge 1VV1[. Plasencia, P.F. Product Control nft Supervisor Noe&No.16-0629.06 Expiration Date: February 17, 2020 Approval.Date; .A ngust 04, 2016 �-z P+U T Industries, fuc. NOTICE OF ACCEPTANCE- EVIDENCE SIJ>$ldMTED TESTS (CONTWUFD) 3. Statement letter of conformance, complying with FBG5th Edition (2014), dated `. October S, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Suhmitted under previous NOA No.14-0128.11) J G. OTHERS 71. Notice of Acceptance No. 15-1.013.15, issued to PGT Industries, Inc. for their Series "SOD-770" Aluminum Sliding Class Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M. Plasencia, PX roduet Control Unit Supervisor NOA No.16-0629.06 Expiration Date: February 17, 2020 Approval Pate: August 04, 2016 E-3 t _ i EXAMPLE CONFIGURATIONS MM UNIT WIDTH NOM. PANEL WIDTH PERTA•B1IIL'F-tl'3:� MAX: UNIT t HEIGHT 1a + -PERTABLES 1-3 IPOCIIET MNG UNIT WIDTH NOM. PANEL WIDTH. PER•TABLES 1.3 T MAX. UNIT HEIGHT PERTABL'ES 1-3 2-PANEL CONFIGURATIONS MAX: UNIT WIDTH NOM.P.ANELWIDTH I KOM.PANELWIL 3 1 PERTABLES PER TABLES 1-3 MAX:.UNI7 ,HEIGHT 18 s PERTABLES 1,3 % h .. I l t w Jc R' t 1 ,� Kq.�'• MAX. UNIT + I4w HEIGHT 1 IX�� PER I TABLES 1-3 .PochEl 3-PANEL CONFIGURATIONS.. 4 13 I NOM. PANEL-W.IDTH PERTASLES`1.3 MAY UNIT , t HEIGHT PERTAkES 1.3 &PANELCONI MUKAIIUNO .�mr CONFIGURATIONS NOTES: I) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLEAS POCKETCONFI6URATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL `JW", °Jb"'."KW" OR'"Kc" INSTALLATION. .EXAMPLE: 4-PANEL" XXXX IN POCKET (p) CONFIGURATION CAN'BE ,p)O=p,.p)O='OR )O=P. OXXX.IN POCKET CONFIGURATION CAN BE omp. 2) 90° & 136- CORNER CONFIGURATIONS CAN'BE A COMBINATION 1 OFANY2STRAIGHTCONFIGURATIONS. rc a a $ y 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. a to f° ` 1 -X = OPERABLE PANEL, 1$i "O'=INOPERABLE'PANEL, P. POCKET. f—DETAIL LETTER �"%?! =:WOOD OR METAL INSTALLATION c =CONCRETE INSTALLATION i—SHEV NIUMBER MAX. UNIT WIDTH DLO WIDTH= NONI..PANEL WIDTH -7" DL'O HEIGHT = DGOR UNIT HEIGHT-10.126' PANEL HEIGKr= DOOR UNIT HE16HT - 1.966" MAX UNITWIDTH NOM. PANEL WIDTH 93 PRODUCT RMSED - Complying lb. Florida PER TABLES 1-3Bulldgp1c odcwith NOA-No. •16�0629.06 1 13 _ t 13 Expimttoh-bnte OX1712020 SEC MAX. UNIT A HEIGHT .$ '10H, ml PER i9 m .T TABLESI3 , SHEET 06 EXTERIOR '!. CORNER, P. (OUTSIDECORNERSHOWN, :�•' � ; '=^ INS]DE:'CORNERSIMILAR) j % ' ": 5r "rat.... A. LYP.E O(AMPLE CONFIGURA77ONS L I SERIES 770 ALUM. SGD - LM IMPACT sr.,nwe a •� e,•waIIN 6, sco-nc NTS •2 Pa'-w0 P.Eti'697ECSS EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-114" @ 120" HEIGHT w NOM. PANEL WIDTH y r s y 1 PERTABLES 1-3 y y y9 y y9 y I � rya yo MAX. UNIT ' y HEIGHT, 1 y 9 96" OR 120" h NOM. PANEL WIDTH PERTABLES 1-3 MAX.'UNIT HEIGHT , y PER TABLES 1-3 6-PANEL CONFIGURATIONS i .."v „"orr unnTu 1-FANr--L IiLJINI"1l9UIRPy1 Iv;w A 0 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Ko" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p)OOOCp, p)o=OR>O=p. OXXXIN POCKET CONFIdURATION CAN BE 0)=p, 2) B0" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR ROM. PANEL WIDTH, SEE TABLES 1.3. "X" a OPERABLE PANEL, "O"= INOPERABLE PANEL, "p" - POCKET DETAILLETTER W _ WOOD OR METAL INSTALLATION CONCRETE INSTALLATION —SHEET NUMBER DLO WIDTH= NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL, HEIGHT = DOOR UNIT HEIGHT-1,866" w a e PROpUCT REVISED NOM. PANEL WIDTH t t y 1 as compiying with the Flcr!dn PER TABLES 1-3 _ NOA-Ng cone k� � OA-Na 16-0629.06 � r i ! w c I Expiration Date0271712020 Go y 19 1 1 1 y9 ; 19 4 l e c 19 yg yg 9 y9 yB y9 / d y4 Miam D. roduct control MAX UNIT HEIGHT PER TABLES 13 / y'•II!1;;, / I / POCKET / / � I ,•,i �. •yam'~''I$:: '.'�' �".. 8-PANEL CONFIGURATIONS y 13 7 y3 3 "° °°"T °°� tam rEclamc arnwve EXAMPLE CONFIGURATIONS ." =:........ - ,• L ' 'ry,� I �•; �'� ` �„� �,� F Isrrl sao-two SERfES 7TO fi� UM. SGD - L I�f IMPACT • , , ... straaa.e sae" a.'" A. LYNN MIIIPA, P.E. °Tmlarra cam." or+ CERTOFAfAMd7s19B, k9 sco-ria NTS 3 ° 22 PGT0130 B P EC SB705 " " . I, Nam. 3t 3/1 91 GLASS 3fir Nam. GLASS 124-127 'GLASS BrrE BITE. EXTERIOR SS TYPE G3 ~~.~~ ' ,^wom :9116WoW 3/1 S. HS GLASS G.1-.AsS BITE Rib 79 64 ' 16"LAMINATEDGLASS,L) �EGIA T' LAMINATED I.G. GLASS, TYPE G5A __—_------_� GLAZING NOTES' ID NG DI AILS Sr IG NTS • I f 1 z+ � GLAZING DETAILS G6, G6A, G7, G7A G8 & G8A 7116" NOM. 1"NOM. 1" NOM. 3/16' ANN GLASS 3/16" HS GLASS 3118"ANN GLASS .090" SG _090° S .090' SG j 3116" ANN GLA55 all6" HS GLAS 3116" ANN GLASS 74 3/8"AIR SPACE 7d 318. AIR SPACE 74 31I6" T GLASS 3/16" 7 GLASS 82 83 83 3/A" NOM. 314" NOM- 314" NOM. ExrERioR GLASS 124127 GLASS 124-127 GLASS SITE BITE p�RIOR � SITE _ E�MMOR 80 79 7g 54. 55 55 1 ' '7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" LAMINATED I.G. GLASS, TYPE G6 I V NOM. 9/16' N OM. 1" NOM. 8116" ANN GLASS 3116" HS GLASS 1/4' ANN GLASS ,090" S .090" SG 090" SG 3/1 fi" ANN GLASS 3116" HS GLASS 1/4' ANN GLASS 74 5116" AIR SPACE T4 5116" AIR SPACE 7a 114" T GLASS 1/4" T GLASS 82 83 83 3/4 NOM. 314" NOM. 3/4" NOM. EXTERIOR GLASS 124-127 GLASS 124-127 GLASS a BITE SITE PRODUCT REVISED BITE s compl& with the Fiorida Co+ie EXTERIOR MERIOR HDA-Ho. 'I6-D6Z9.D6 HDA-Ho Expimfl.. Date 02M 712020 79 55 9Y mmm - * o Proaue 1" LAMINATED I.G. GLASS, TYPE G6A 9118" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8ALl I : GLAZING NOTES: °ANN" =ANNEALED ~ "HS" = HEAT STRENGTHENED So7'i6 °T"=TEMPERED •PVB" BUTACITE PVAY KURARAY AMERICA, INC. . = .090' 'SG'=.097SENTRYGLAftYKURARAYAMERICA,IN0- f� •, (S ' ��:. ADDEDspaceRs 4a70TECF/NOLOGYORNE GLAZING pETA1LS - • t' ;. - ; • y.: aSMSWIS 8 SERJi=S TIO FUM. SGD - LM IMPACT rr rroe:v m , wwcar: (94*a0•fad A. LYNN MBI.ER P.E. a»eu vua "•� •d B N5 22 PGT093D P.E.E 58705 JR t0/d0.H4 TABLE 1'A. sul He_(ghtto. MaX.: (•t) DP U-'4"+ rJnSfttatlan Rat(n91.eight (+)➢oskan .SGQ .Pressure; psr71,-12' see nate•3' + 46.67ZV414' +60.04"' +60,0 SEE NOTES 1-3• OH LENGTH = ol. OHRATIOa1 x c 0, OFt.RATlO �, OH LENGTH OH.HEIGKT NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE•BASED'ON THE USE.OF. THE'3.114° SILL. IS 46.57 PSF MAX. WHEN USING THE 3 -114" SILL, POSITIVE WATER DP IS 2) WHEN.USING THE2-1/2 SILL, POSITNEWATER:DP 60.0 PSF MAX. WHEN USING THE.4"�S1LL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE NOM DLOVvIDTH= ANEL•WIDTH -r ` TABLE 1A. 3) 4".3-1/4' AND 2112'Si.LI HEIGHTS ARE TESTED FORWATER'INFILTRATION WHEREAS THE 1.112° SILL lS NOT AND MUST WHERE. WATER REEISTANCE IS NOT REQUIRED'. MAX• POSITIVE DESIGN PRESSURES:SHOWRIN TABLET MAY CODE,(SEE DLO HEIGHT= OOOR'UNIT HEIGHT-10.125" ONLY BE.USED BEUSEOVt1HENTHE DOORIS PROTECTED BY AN.OVEFBHANGCOMPLYING WITH THE OURRENT FLORIDA BUILDING ADJACENT D,IAGRAM);.THIS CONDITION IS NOT RATED" F.OR WATER INFILTRATION. 4) SEE SHEETS 1 D-14 FOR -ANCHORAGE SPACING, EDGE.DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= DOOR UNIT Hg(GHT-1.866" 5)DOORSIZETO'COMPLYWITHCURRENT FBCEGRESS.REQUIREMENTSWHENREQUIRED. OUANTRTy,.OIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 6) JAMB ANCHORS ARE SPECIMED_AS THE TOTAL tnckstlle@Jamb. StraiBhtAstragal Lackitlle@ Assembly StralghtAstragal Loclstlle'@ BO"Astragal - 90'Astragal Assemtity 23SAstcagal' Assom.bly. Lockstile9. 135°Astragal. Interlock P-hook d 'Stile HeavydutyStile Heavy=dutySHle HeavydutyStilr Stand3rd5tlles StandardSttlbf- Standard Stile Standard -Stile StandardShce Heavy uty, Inst e Standard Astragal Outside Outside_ Carver Cmero Insid e Coyn Cornerr Outride Inside tomei' I 1 Comer PartY.61 ($tile) par}g119 ((Out.). PaR #61 (Shce), Part 060(SAd) partt160 PaK>itS,�Camer part#120(In.) Partsa3l&#32 Patti161 Part#8p (x2) P.aK#60' Part#60 Part 967 (Astragal) Received (earn: & Fxd Mount) $�(41CS //U.ALVIYI' ,717✓�uv�� r,..... Ss. cmn "22 PS7.0430 SGbi7n :,l � 8 PRODUCT REVISED as. complying wick the•Florlda: 6uliding:Gode 16,�0629.06 _NOA-Ro. Explratlon Date 0211=020 9y Mram-p rodact aantrot el A. LYNN MILLER. P:E. F 1 j • 0 = EXAMPLE ON SHEETS DLO WIDTH= NOTES; I NOM. PANEL WIDTH -7" 1) POSITIVE PRESSURES IN TABLE 2ARE BASED ON THE USE OF THE 3 714E SILL. TABLE 2A: 11 2) WHEN USING THE 2-1IT' SILL, POSITIVE WATER DP IS 46.67 PS f MAX. WHEN USING THE 3^1/4" SILL,to jOH LENGTH Fes— DLO HEIGHTPOSITIVE WATER DP IS 60.0 PSF MAX. WHENUSINGTHE4"SILL, POSITIVE WATER DP IS 60.OiPSF MAX Sil)Iq (Water lnillrraGo RattingRP DOOR UNIT HEIGHT-10.125E(NEGATIVEPRES. UNCHANGED). SEE TABLE 2- Si11 R ser Height S)EG 3-1/4" AND 2-V2" S[LL HEIGFITS ARE TESTED FOR WATER INFILTRATION WHEREAS THEi1-112" (+) Dostgn PANEL HEIGHTSSLL IS NOT AND MUST ONLYBE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX• (Flat or Sox, see DOOR UNIT HEIGHT -1.866ESheet x,Pressure, pst OH RATIO >_ 1POsrrIVE DESIGN PRESSURES SHOWN INTABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Flush -1-1r2° see noto 3 AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEEADJACENT DIAGRAM): THIS CONDITION IS Low 2-112 + 46.67 NOT RATED FOR WATER INFILTRATION. M�j� _ 3-0l4° + 6a,0 4)SEESHEETS10-14FORANCHORAGESPACING,EDGEDISTANCEANDEMBEDMENTINFORMATION. Nan +60.0 5) DOOR SIZE TO COMPLY WITH CURREPIT FBC EGRESS REQUIREMENTS WHEN REQUIRED.: OH LENGTH 5) JAMBSIZETOANCHORS ARE SPECIFIED ASTHE TOTAL QUANTITY, DIVIDE BY FOR PAIRS TO BE SEE NOTES 1�' OH RATIO = OH HEIGHT PRODUCT REVISED as compiying with tSo Florida INSTALLED. sullding Code 16-0fi29.Ofi THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FFOgIRTTABL 2. SEE tAstrapal SHEETS 1 &22 FOR Puy DIMENSIONS D@ HEETS 135' 19�F 8� ASSEMBLoL ASSEMBLY DETAILS. �P ratJon oats 0217712020 P-hook Locksdle@Jamb Assembly Strai6htAstraeail Acsembf 90'Astragal Assembly 135'A9tra9a1 Interlock sy Hea -dut Stile kea du Stile Hea -0u Stile Heavy-dtltyStlte ! Heavy-duty Stile He ald-dutySGle Heavy-duty Stile Heavy mlam a Foduaeonav Heavy-dutyStfles vy v N' ty vS tY Standard Astragal OutsideComer' l Outside Comer Carner i� hind - i 5�3:,11?r, -• •.7 Outside Inside Comer Corner Comer _ Part#61(Stile) pattNil9(Ouc.) Parl:961(Stile) - Part #61(Stile) part#61 Part #118 (Corner Pacts#31&#32 Part;61 :,•�7 PaR#61(�Q.) Part#61 Part#61 Part#67(Astrdgal) Receiver) Part {Corn.&FxdMount) �,"; C.er p •.'.' e DPANDANCHOR4GE SERIES 770 ALUM.SGD - LM IMPACT ® re. nr.0rt B h LYP.E,1F 5 p5 P.E SGGTi1 NTS 7 cEE�nrh 22 P070130 rr , I 'ABLE 3: Maximum DP shown below Design Pressure (DP) and Anchor Quantities RBgttired, (for a1E approved configurations on sheets 2 8 3) (May be llmnad by Table 1k) For comer astragal aaahows on 90' Or 135• stme! unlis, see shoat 1 Doc rUNt Hal ht B4° 90" I _ 96" 102• 10fl° Table appl as to Glass Type 4. 4A, 80' 79- 15" DIJJ 8&718" DLO 91-7! D o 97-718^ DLO S, 6A, 7. TA. S a Irk end the Stua l 69" DLO Mchror Group Anchor Gmup Ancnor Group Anchor Group IF nchor Group Astragal types sitoval below. 1 Ane2hot Group 3 4 1 2 3 4 1 2 3 IQ 1 2 3 4 1 2 �5 PIT 4 t +Z 8A ps +i o.o sf - De sl O Pressure 24" 17. Headl9ut C4+1 0, or C4+1 C4+i C4+1 C4+1 04+1 CA+1 CQ+1 C4t1 C4+1 CA+1 CA+1 GA CA+1 G5 C4+1 C4+1 C4+1 C4+1 Cd+t 10 IQ 10 C +1 DLO polook 8+7 S+7 6+7 6+7 7+B 7+9 7+6 7+6 7+8 7+8 7+5 7+8 7+8 7+0 7+8 7+8 8+9 840 8+9 8+9 8+9 0 9 B+9 B+9 Design Pressure +1-0a pat 1 +/-82.s pst +h76.0 psf 23' Her III C4+1 04+1 C4+1 C4+7 ca+t CA+1 C4+1 C4+1 C4+1 C4+1 CA+t C4+1 04+1 GN•1 CA+4 CA+1 04+1 C4+1 CIQ 10 C4+1 C4+1 C4+1 C4+1 C9+1 30" 0L0 Jamb B 8 B 8 8 8 B 8 B 8 8 18 8 8 8 8 10 10 t0 10 t0 10 10 s. P-hock 6+7 611 6+7 a+7 7+9 7+6 T+8 7+8 7+8 7+8 T+6 7+8 7+8 7+8 7+8 7fi8 8+9 +/-82,6 psf B+9 8+9 +I76,O ps< 9 DeslgA pressure 90.a ps! 29" HeatllS01 C4+1 C4+1 C4+2 C1+2 C4t1 C4fi1 C4t2 C4+2 Gi+i 04+1 C6+2 CS+2 04+1 C4+1 C5+2 C6+2 C4+t Gt+i G6+1 C5+1 C4+t C4+1C6+1 CB+' a OLO Jamb 8 B a B 8 8 6 B 8 8 8 18 8 8 10 8 10 10 10 10 10 10.. 10 10 P-hook 6+7 5+7. 6+7 6+7 7+8 7+a 7+6 7+8 T+8 7+6 7+8. 7+fl 7+8 8+9 6+9 8+9 B+9 +14M$Paf 8+9 8t9 +1.750 pstII 8+� Design Pra+sure +/•SD.O ps! 8+9 35" }lead1810 G4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C6+2 C5+2 C6+2 C9+2 CS+2 C6+2 C6+2 C6+2 C5+2 G5+2 C6+2 C6+2 05+2 C6+2 C6+2 C6+2 05+2 c6+: 42" DLO Jamb 8 8 8 8 8 B 8 $ 8 8 i0 1 8 8 8 10 8 10 10 10 10 10 fo 10 10 P-hOoK 6+7 7+9 7+8 7+8 7+8 T+8 7+8 7+6 7+6 8t9 8i'B '8+8 8'SAe N 1E A bef04Y +9 8+9 +1.8:.5849 5+9 8+9 +/ T6.0 ps{e Design Pressure +/-40.0 psf C5+2 C4+2 C a C10 C6F2 C6+2 C6+2 C6+2 06+2 06+2 C6+2 Clu C6+2 C6+2 C5+2 G6+2 C6+2 C6+2 C6+2 C6+2 C6t 41" Hen Sul C4+2 C4+2 C5+2 QB' DLO Jamb 9 8 8 a 8 8 10 8 8 e t0 a 9 e 10 e, 10 10 10 10 10 10 10 10 P-hook 6+7 7+8 7+8 7+B 7+8 a+9 e+s a+B NOTE A +/-40A PSF OR GLASS TYPES 494A, 6, 6A. 7A' 8 & 8A; 9410 +/,87.1 FOR GLASS -TfYPE 7 FOR EXAMPLE ON USING TABLE, SEE SHEET7. NOTES: DLO WIDTH = 1) POSITIVE PRESSURES IN TABLE S ARE BASED D THE USE OFTHE 4" SILL. NOM. PANEL WIDTH -7^ 2) WHEN USING THE 2-JI2" SILL, POSITIVE WATER DP IS WA PSF MAX. WHEN USING THE 8-1/4" SILL, PRESSURES POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES DLO HEIGHT o UNCHANGED). SEE TABLE 3A, DOOR UNIT HEIGHT- 10.126" 3) 4", 3-114" 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 3 MAY SE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT BUILDING CODE (SEE ADJACENT DIAGRAMr THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866" 4)SEE SHEETS 10-14 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. S) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. ' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE SY 2 FOR PAIRS TO BE INSTALLED. THEFOLLO`NGSTILE & ASTRAGAL TYPES SHALL BEUSEDFOIRATA8 E3.SEE S EEETS521&122FOOftP1AEDii iMENSIONS�ID�SHEETS 851�gtFOR ASSEMBc�DiIle@I Lor]cstile@Jzmb Assembly StmightAstragal Assembly 90 Astragal Assembly 136^Astraga Irrterlotk P-hook _ Heaw-dutV511'. THealvy-dutyAstragal Outside putsideComeo-.b� IsidrIeroutside Corner Part#6L(stile) Partrr119 (Oat.) PartS Part #61(StilePart#61 Part#61rt0l(Stile) Par1#61 1 Part#118(Comer part#120 {]n•). #31 &lt32 Part#61 Part #61(x2) Part#68(AsMeal) ' Receiver) (Cam.&Fxd Mount) t wire FL arzra SERIES 77r7 ALUM. SGD - LM IMPACT i41}i80-f600 i y� awe irnwo� ® SaD M MS 8 d 22 PGT0130 CERY.OFAUJH.829249 ' TADI C .4.. Sib Height to Max, (+) DP (water infilttafm Rating) Sill Rlser Height (+) Design (Flat or Box, see pressurepsf Sheetl7) Flush-1-112^ sea note 3 Low y-2-1J2' +g0.67 Medium-3-114" +60.0 High-4' SPA NU I tJ 1-6 OH LENGTH I-- = of OH RATIO Z 1 O! O 1 OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED 25 complying with the Florida Buildfng Code NOA-Ma. -16.0629.06 - Exp[mt[on Date 02/17/2020 aY M1amF-0 roduct Contra i SF .:: T6 A. WINK MILLER, RE P.E.S5e70 7+8" P-HOOKANCHORAGE CONSISTS OF: SEE'05" CLUSTER NO FRAME —DETAILS, SHEE JAMB (7) P-HOOK ANCHORS. SEE "C5"CLUSTER MAX UNIT WIDTH SEE "C5" CLUSTER DETAILS, FORASTRAGAL 10 SEE - •, REQUIRED @ (PERPENDICULARTO GLASS DETAILS, SHEET 10 FOR "C5' SHEET SD FOR INTERLOCK 24. MAX O.C. SPLICE NOTE, RIpR PLANE) SEE TABLE 2 sHEET7 INTERLOCK CWSTREQUIRES E)cTEPOCKETS 60" NOM. TAILS, H SEE AND L� { DETAILS, SHEET x x THIS SHEET ;'. SEE POCKET (8) P-HOOK r-- ____ _ x \�_�I x,PANEL WIDTH z x A x '^g�MAX• �i JAMB x x x X x x x MOUNTING . xx x x x x x x x x x B"MAX x x INSTALLATION. ADAPTER I THIS SHEET ANCHORS MIDWAY 1 LL 3' M 0 4 PAIRS OF &SHEETI4 BETWEENP-HOOK I ' x ANCHORS J ANCHORS &AT3" i �® x=FRAME o p FROM TOP & j o ® I rp ANCHORS 96" ZV MAX (Y TAL 8 ANCHORS) :;..: m I I_j _� UNIT a • . BOTTOM i a 74 O.C. HEIGHT PER JAMB 4.051" MAX O.o' nm=PHOOK " MAX.TO OPENING , y °a m` 'W MAX OF. x—r (SEE JAMB SEE®i �° C ANCHORS x q DETAIL EDGE OF POCKET INSTALLATION IO l TI BELOW) _ 'Je !o� rn o=P.HOOK DETAILS &'Kd. � � i�i END PANEL SHEET 14 & PART ;U MOUNTING x ANCHORAGE DETAILS')'•&'IC, ika i I I° a„MAx ADAPTER x i ANCHORS 24 O (2 ANCHORS) SHEET19FOR iY �+i Il % P-HOOK----__e _I'' - - x " x xzx x .xis END PANEL Ixx -C. _ z "+2 ANCHORS END PANEL X' X, x ' x x x x x x z x x 8"MAX ANCHORAGE (SEE x x. x x x ^+Y SKETCH BELOW). `�•+2" ANCHORAGE ANCHORAGE ,+2' '+2' •+2" ANCHORAGE a .(SEE SKETCH BELOW) ANCHOIRAGE �CEVTEFtLINE 8' MAX. TYP. ANCHORAGE ANCHORAGE ANCHORAGE 2.04" OFPANEL i - - EXAMPLE' S-PANEL.2TRACK 90" OUTSIDE CORNER- XX/XJ(O-EXI'. MOUNT POCKETHNCHORAGEPLAN: 24• MAX 60" 95" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUS57WtTE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE O.C. x NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 2) ANCHOR LOCATION SPACING FOR ANCHOR QUA ES SPECIFIED IN TABLES 1-3 SHEETS ": EXTERIOR HEAD OR SILL IF A SPLICE E5 OCCURS ATTHE P-HOOK LCENfERL1NEOF HEAD &SILL: a"MAX FROM FRAME CORNERS. USE, SPECIFIED CLUSTER FROM 21• AND STRAIGHT AND CORNER MAX 60, INTERLOCK APPROPRIATE TABLES, SHEETS 8-8 AT EACH INTERLOCK NOW o ,` ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. PANEL SEE "C5" CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. W ID7H DETAILS, SHEET 10 �„-,sm� 5.64" FOR INTERLOCK ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY ^+2 ANCHORAGE REQUIRED IF THE O.C. DISTANCETO THE NEXTANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE;NOT owrewu cap 8" MAX. J PRODUCT REVISED 3,8• REQUIRED AS PER THE FIGURE AT RIGHT: �+""°• as comPlytn with the Florida 6' MAX FROM BOTTOM.21"MAX ANCHOR FAIR O.C. (JAMBS), 14" MAX ANCHOR sand[n9 coo —Z-TRACK 16.0525,06 CENTERLINE JAMBS &P-HOOKS: NOA�io. . UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-S. SEE FRAME JAMB OFPANEL 2 O.C. (P-HOOK) ExpImtlon rnku 02M712020 P-HOOK ANCHOR DETAILS ON SHEET 14. ! ANCHOR PAIR _ +2" ANCHORAGE SEE "C5" CLUSTER END PANEL a REQUIRES CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAG Miam a roauct control o : •� "C6" CLUSTER, SEE J�—OF FDRASTRAGAL �OF (2 ANCHORS) 8^ DETAILS, SHirET1l I INTER(.OGK ASTR4GAl- MAX 4.051° 4 EXTERIOR / CENTERLINE CENTERLNE ^+2" ANCHORAGE L� CENTERLINE _ =_• �OFPANEL3 12"ANCHORAGE f 'OFPANEL4 I OFPANEL 5 iu SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS "/ 1 1 ANCHORAGE SPACING &EXAMPLE PLANS ram'rEOfF10[AGrDFtNE TSERIES _ ::': , : 4 or. rna: w+rtadc KVFA7GE, iL56?75 I' 70ALU14f SGA-LMIMPACT ' $ LYNN MILLLL ER, P.E oaap oo+r. rr."n.ae. {arnMe omr. CERT. OPAfrfFLS fi I ® SGC.= NTS 9 1 22 PGT0130 P£:587a5 ASTRAGAL OR {...SPLICE LOCATION INTERLOCK-�-J IF NEEDED CENTERLINE 1 QW 1.75 �7 2 TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REOUIRED,'ON ASTRAGAL OR SPLICE LOCATION INTERLOCK-`-�' F NEEDED CEMERLINE I o 4.08 I EXTEnRIOR " 1 3 TRACK FRAME HEAD/SILL ASTRAGAL OR WTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I -- 4-(_RACK FRAME HEAOISILL i ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C41 - ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK --I CONDITION, USE INTERLoCK—i IF NEEDED CENTERLINE "C6° CLUSTER CENTERLINEL 1 75 7' 7" 3,5" M71. 2.04" 4' DIAG. 7" rvRioR5" V 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEADISILL (a� ASTRAGAL OR INTERLOCK &ASTRAGAL —OP (USE WHERE 5 CLUSTER (US F WHERE 6 CLUSTER ANCHORS ARE REQUIRED, °C6� ANCHORS ARE REQUIRED, "C5°) ASTRAGAL OR (FOR SPLICE INTERLOCK-" CONDITION, USE CENTERLINE I C5' CLUSTERDETAIL) 3.5" 2.04" 4.D8 i EXTERIOR 4" DIAG. IDC n CT 3-TRACKFRAME HEAD/SILL (off ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") ASTRAGAL OR I FOR$PLICE C01NE 1 CONDITION, USE ENf C6' CLUSTER DETAIL) II 3.5- i .— 4-TRACK FRAME HEADISILL ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C" ASTRAGAL OR I SPLICE LOCATION INTERLOCK--71F NEEDED CENTERLINE 3.5" 7" 4° DIAG. 2.04 rERIOR 3.5" n 3- V 3-TRACK FRAME HEAD/SILL RAOINTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FORSPLICE ^INTERI-om � CONDITION, DO NO USETHISDETAIL) 2.04° 8'I i EXTERIOR GIM GFAUM)IM31M0 1' .04' fi' D IAG. 2.04' 2 04' 1 EXT,ETRIIOR 6" DIAG. 21" ✓ MAX. O.C. I mmRIOF 5.64" O.C. 1 L~? 2-TRACK i FRAME JAMB 6" MAX. ANCHOR FAIR 4-TRACK 6•DIAG. FRAMEJAMB EXTERIOR ANCHOR PAIR 2,04" ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT, OR INT. MAX TRACK (INT. SHOWN) O.C. f 6.64" -NOTES: T 1, ALL DIMENSIONS SHOWN ARE BASED ON MIN. -8" MAX. ALLOWED. 2. FOR HEAD OR SILL SPLICE I 3-TRACKFRAMEJAMS LOCATIONS/ANCHORAGEAT ANCHOR PAIR P-HOOK SEE SHEET 9. FOR SPLICED .� CONDITIONS ONLY: SPLICE LOCATION IF NEEDED PRODUCT REVISED 35" as aamplyyingg with tho'Flo'Ed. 7" Building Ocde ROA-Ho, 16-062S.05 Expiration 13nte02117/2020 ' DIAG. Mlar mi-oo :oeu�scensra '—a-I 3,5" 1-- - --- 4-TRACK FRAME HEADISILL a ASTRAGAL OR INTERLOCK (USE WHERE S CLUSTER ANCHORS ARE REQUIRED, "060 - WITH & WITHOUT SPLICE CONDITION JRws 77o ALUM. sGD - LM Nmt .� cewt a. SGA.770 ..` • oe't i-: `sir 4'a. V.715Ap f` A. LYNN MRLER, P.E. P.EA5870.5 2.OV 2.04" INTERIOR 2.04' INTERIOR 2.04' NOTES INTERIoa INTERIOR 7' 1. ALL DIMENSIONS SHOWN 4" DIAG. 8,94` ARE BASED ON MINIMUM ?4qD LAG. 6.12" 3.5" 3.5" ALLOWED. 8.12" 2. DETAILS DEPICT ANCHOR INTERIOR 90 3.. INTERIOR 9o, 3 �° NTEwO 1 ° ocrERlOa I�_MOR 1 QUANTITY AND SPACING, AND WOULD BE IDENTICAL EXTERIOR RIOR 4" DWG. 4"DWG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. EXTERIOR 3,5" 4x 3.5" - 4" 3.5" 3 4" "+1"ANCHOR 2.04" EXTERIOR 204" T 2.p4" EXTERIOR 4" 2.04" 7" 8.94' EXTERIOR 90' CORNER 90° CORNER .135" CORNER 136" CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL I CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR CLUSTER (USEIWHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED,"m ANCHORS ARE REQUIRED, "C8`) ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED.IR61 OF PANEL 4.08" "4.21ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" `+1"ANCHOR 2.04' IxPER10R a 3.5" INr�wOR 7.41" 4"DIAG. 90° 7" I 195" 1 MXTERIOR 1 CENTERLINE 1 '3 3.6. f"IOFPANEL 4 OB" "+3° ANCHOR 4.08" 5.37 5-37' IAG. 7° CENTERLINE 4" 3 5° " 2.m;ip- go' OFPANEL 4"DIAG. 3.5" EXTERIOR EXTERIOR 7° 4° INTERIOR A x+2" ANCHOR 7" EXTERIOR CORNER 135° CORNER VIEWS3 TRACK FRAME HEAD/SILL 3-TRACKFRAMEHEAD1sILL CNTERLINE ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED L OFPANEL AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK COPUNERS) 4" DIAG. 2-TRACK FRAME HEADISILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12" INTERIOR 204" 2.04" 2° 3,5" EXTERIOR _ CENTERLINE 4" INTERIOR 5.88" OF PANEL PROPUC"T REVISED as .amply lig with the Florida INTERIOR go 4" 9.5" 135° '+3" ANCHOR Building Cod. 2.04" NOA-No. 16-0629.06 DW T' Exprrnticn Gate 02J17/2020 1 G 3.5. 6.12" 4" 6.12, 4.08"' By 7" EXTERIOR Miam - rotivet Oontrol 204" 3.5" 4" 7„ 4" DWG. 3.5 `I3.5' I u •...._...;"'JC 'r. EXTERIOR E]O'ERIOR " CENTERUNE .`,T �'•'.�SC�.'I••q •' {�h•i 2.04° ! OFPANEL 90°CORNER 135° CORNER 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL T - (C8"ANCHOR CLUSTER REQUIRED ,("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) 3 TRACK SWILAR - ~~^ av a roreT€crmwcooreRrve FZS4273 Issrytmr rmo C�OFA�•p�W � ANCNORAGE,EXAIMPLECLUS7-ERS ---}r,.Ji ;,'.-lip;• A. LYNN TmLLER, P.E P.2.fi58705 na •• SERJES 770 ALUM. SGD - LM IMPACT a er a�.rww xw, am,xw.r rm•. a.rli122 SGD-77g NTS d 12 PGT0130 � ammrey: wa a.a.a wm; JR iCYrO/14 a INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET i "NOTES EXTERIORSHIM :MBEDMENT: ;EE TABLE A, SHEETSRTYP., 2XWOOD TYP., SEE ANCHO& TABLE A, SHEET 1 NOTE 3, SHEET 1 w2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP-, 2XWOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEEP 1 NOTE 3, SHEET 1 SEEANCHOR NOTES, SHEET 1 (1/4" MAX.) -- -- J EXTERIOR 1 2-SH6°' EDGE DISTANCE: SEETABLEA SHEETI EMBEDMENT: SEETABLEA. SHEET 1 da 2-TRACK FRAME SILL nw WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGEDISTANCE: i EDGEDISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET I NOTES: 114" 114" 1. ALL DIMENSIONS MAX, 1 MAX. EXTERIOR a f SHIM EXTERIOR SHIM SHOWN ARE BASED ON MIN. ALLOWED. a t a 2. METAL DR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME 2XWOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER 7ABLEA, SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 . & TABLE A, SHEET I NOTE 4, SHEET 1 & TABLE A, SHEET 1 `DIAGONAL O.C. IS 3-TRACK FRAME HEAD 4-7RACK FRAME HEAD MIN 4" (HEAD &SILL} ew WOOD INSTALLATION METAL INSTALLATION M OR 6" (JAMB) SEE WOOD ANCHORTYQ., 2XWOOD SMS ANCHOR TYP,. METALTYP., DETAILS, SHEETSIO&1t SEE ANCHOR NOTES TYR.. SEE ANCHOR e - SEE ANCHOR NOTES SEE ANCHOR & TABLE A. SHEET 1 7NOTE 4, SHEET i r ,«• .ter,—•—���� � �• EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET i 3 TRACK FRAME SILL W OOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET I yI EMBEDMENT: SEE I EDGE DISTANCE: TABLE A, SHEET 1 EDGE DISTANCE O SEE TABLE A. 2xWOOD TYP., SEE ANCHOR SEE TABLE A 2Xyy TYP., SEE ANCHORHOR SKEETI NOTE 3, SHEET 1 SHED I NOTE 3, SHEET I 2-I/16 • 2-1/16" ` NOODANCHORTYP., I WOODANCHORTYP.. SEE ANCHOR NOTES _ SEE ANCHOR NOTES & TABLE A. SHEET 1 O & TABLE A, SHEET 1 EXTERIOR 114" MAX. SHIM . tt I I-- EXTERIOR 114" MAX. SHIM-- CERO0FAUT?f.#22M MIN. OF 3 THREADS BEYOND THE METAL. SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET I EDGE DISTANCE SEE TABLE A, SHEET 1 tffi�4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT:SEE TABLE A, SHEET 1 DISTANCE: E TABLE A. METAL TYP.,SHEET 1 SEEANCHOR NOTE 4, SHEET 1 tEDE s°SMS ANCHOR TYP., SEE ANCHOR NOTES &TABLEA,SHEET1 MIN. OF3 THREADS BEYOND THE METAL SUBSTRATE 1/4" MAX. SHIM - 4.TRACK FRAME JAMB INSTALLATION Iw METAL I SERIES 770 ALUM. SGO - LM IMPACT I sGD-rro I ATS 1 12 a 22 1 PGT0130 PRODUCT REVISED as complying with tha Florida Building coao .A-No,16.0629:05 Expiration DatD 02117/2020 MiamWSdcsF•roduet Contra 1.YNN -lil(�."�'i, �' � ND.Sfii05 TA L A, LiM`I R11L`L'EK P.E P.E.lF 6H7'J6 INSTALLATION DETAILS EMBEDMENT. SEE TABLE A,SHEET'1 CONCRETE _ EDGE DISTANCE: SEE ONCRETE TABLE A, SHEET 1 EDGE DISTANCE:' SEE TABLE A, SHEET 1 CONCRETE PERTABLE PER TABLE PER TABLE A, SHEET 1 A. SHEET I A, SHEET 1 i M: 114" E%TER10� 114" Es1ER :MBEDM EETABLEA, MAX SHIM SHIM SHEET 1 PROPERLYS£CURM CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETEANCHORTYP.. WOOD BUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I . TABLE A, SHEET 1 ANCHOR NOTE % 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD INSTALLATION VL-j CONCRETE INSTALLATION 13a CONCRETE CONCRETE ANCHOR TM PROPERLYSECUREDIX CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & TABLE A,SHEETI ANCHOR NOTE3,SHEETI TABLEA,SHEET1 SEE ANCHOR SEEANCHOR NOTE B, SHEET NOTE S. SHEET1 1 (114°MAX) (114° MAX.) EXTERIOR T • EXMRIDTt 2.111, 2-1116" EMBEDMENT: SEE TABLE A, SHEET NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLEA, SHEET i SHOWN ARE BASED 2-il1fi" • ON MIN. ALLOWED, 114" • DIAGONAL O.C. IS r MAX,MIN 4° (HEAD & SILL) SHIM ORB" (JAMB) SEE ` DETAILS, SHEETS 10 & 11. PROPERLYSECUREDiX CONCRETE ANCHOR TYR, WOODBUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET I TABLEA, SHEET I ja 4-TRACK FRAME HEAD ca CONCRETEINSTALLATION PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLY.SECUREDIX WOOD SUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET t 7 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTES SHEET (1/4"MAX.) _ , EXTERIOR 1 CONOREIE I I EDGE DISTANCE EDGE DISTANCE CONCRETE I EDGE DISTANCE: PERTABLE PERTABLE SEE -1-----� SEE TABLEA, SHEE71 � TABLE A, SHEET 1 SEETABLEA, SHEETi A, SHEET 1 A, SHEET i EMBEDMENT: SEE TABLE A, SHEET i EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLEA, SHEET 1 2-TRACK FRAME SILL 6Eh9 TRACK FRAME SILL INSTALLATION 4-TRACK FRAME SILL \,LcJ CONCRETE INSTALLATION Oc CONCRETE INSTALLATION Ee CONCRETE EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT; SEE TA' TABLELEAA,, SHEET i I E DISTANCE: ;. EDGE DISTANCE: PROPERLY SECUREDSEE TABLE A, 1 EMBEDMENT:SEE CONCJCMU ANCHOR SEE TABLEA, iX WOOD BUCKTYP.,SHEET TABLEA,SHEE71 _TYP., SEE ANCHORSHEET I SEE ANCHOR NOTE 3,EDGE DISTANCE NOTES&TABLEA, SHEETIPROPERLYSECURED SEETABLEA, SHEETi2 1/161XWOODBUCKTYP.: SHEETI °.SEE ANCHORSHEETI f ANCHOR NOTE 3,CONCJCMU _. : TYP., SEE ANCHORPROPERLY SECUREDNOTES&TABLEA, CONCJCMU ANCHOR iXWOODBUCKTYP:, SHEETiCONCRETE TYP..SEEANCHOR SEEANCHORNOTE 3, CONCRETE OR CMU NOTE6 &TABLE Fa - CONCRETE SHEET 1 OR CMUSHEET1 ExTEwoRPERTABLE EXTERroR OR CMU ' EC MOR PERTABLEA, SHEET 1 SHEETI n_•-PER TABLE"A, VI/4• MAX_ SHIM I•-"- ' i/4' MAX. SHIM •-� I---•i/4• A. SHEEP I MAX. SHI Z TRACK FRAME JAMB 3 TRACK FRAME JAMB 4-TRACK FRAME JAMB e CONCRETEIGMU INSTALLATION ka/CONCRETFJCMU INSTALLATION He CONCRETE/CMU INSTALLATION Uf)-=-160 u ALlYICJ f/U /tLLf(VI. Jl7L./� uve unrnu, anne aAwo>ra aERr.OFAumo%ma ° sOar�o 1VTS 13 ° 22 PGT0130 CONCRETE PERTABLE A, SHEET 1 PRODUCT REVISED m o,mplyln with the Flwida 13unding cod, NOA-N,. 16-0629.06 Expimtion P/xtoo0021*1712020 Miami-A3zBd'Produet Control INSTALLATION DETAILS FRAMEJAMS REQUIRED AT ALL INSIDE POCKETS TO PREVENT EMBEDMENT: SEE WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER INFILTRATION W000ANCHORTYP., 0 o SEEANCHORNOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A. SHEET 1 (ALSO SEE TYP. 28 ILLUSTRATION, SHEET 9) DISTANCE* SEE TABLE A, SHEET 1 EMBEDMENT: - SEETABLE A,- 26 EXMMOR SHEEF.1 PHOOKWOODANCHORTYP., . P-HOOK SEE ANCHOR NOTES CONCRETE OR J &TABLE A. SHEET 1 CMU PERTASLE (ALSO SEE TYP. 2.693` MIN. A; SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE FOR USE W ITH FLAT SILL RISERS �P-HOOK PARTS 419 #20, #22 0R 024, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & SA MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEEANCHOR' P-HOOK MOUNTING CONCRETE OR NOTE 4, SHEET 1; EMBEDMENT: SEE TABLE A, SHEET 1 ADAPTER SMS ANCHOR TYP., SEE CMU PER TABLE - MIN. OF 3 THREADS A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP- EMBEDMENT: ILLUSTRATION, SEE'fABLEA, EMBEDMENT: SHEETS) SHEETI SEE TABLE A G DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 P-HOOKSMSANCHORTYP., / EXTERIOR SEE ANCHOR NOTES J T1 & TABLE A, SHEET 1 V (ALSO SEE TYP. -893" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE P-HOOK FOR USE WITH BOX SILL RISERS PARTS #19 #21, #23 OR #25, EXTERIOR METAL INSTALLATION MOUNT (SEE TABLES 1A, 2A & 3A ONLY FOR WATER RATINGS) LummPLUVE 94 f)490-te00 CFRT.OFAUM rmm NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED 2.693` MIN. ON MIN. ALLOWED. EDGE ' DISTANCE 2. FIGURES ON THIS %l• a SHEETARE FOR CONC,/CMU ILLUSTRATIVE ''- ANCHORTYP:, SEE PURPOSES ONLY. SEE ze ANCHOR NOTES & TABLE A, SHEET 1 FOR :• .�: TABLE A, SHEET 1 ALL APPROVED �; •": ;:=' - ,'.::: - 1-1/4" MIN. EDGE DISTANCE SUBSTRATES. : EXYERIOR 3,SEETABE5t3, ., .-,.r;�;"�•�: ; •„ :� D SHEETS 6-8 FOR , f•: ,::,, • P-HOQKMOUNTING REQUIRED P-HOOK ' { ; "'•,4�. ADAFrER CONCJCMU AND P=HOOK MOUNTING ADAPTER -^;%; ? - 'EMBEDMENT:SE ANCHORTYP.,SEE ANCHOR NOTES &TABLE ANCHOR QUANTITIES, E A,SHEETI S SEE EXAMPLE ON SHEET 9. O TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Jo PARTS #18. 420, #22 0R#24, CONCRETWOMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES % 2A &3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-NOOK MOUNTING EMBEDMENT: SEE ADAPTER CONCJCMUI TABLE A, SHEET 1 ANCHOR TYR, SEE _ti ANCHOR NOTES&TABLE •.3': , .% r_.: A, SHEET I ' Y+: (ALSO SEE TYP, 5'L „ • _ ,-. ...�!•. .. "..... _ ILLUSTRATION, SHEET 9) 1A/4" MIN. EDGE DISTANCE P-HOOK CONCJCMU / OMMOR ANCHOR TV., SEED/ ANCHOR NOTES &TABLE A, SHEET 1 2,693" MIN. (ALSO SEE 7YP. EDGE DISTANCE ILLUSTRATION, SHEETS) P-HOOK FOR USE WITH BOX SILL RISERS Ke PARTS #IS. -421, #23 OR 925, CONCRETE INSTALLATION EX ERIOR IO (SEE TABLES % 2A & 3A MOUNT i FORWATERRATINGS) ONLY ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT ew. o—n0 MS m a 22 " PGroi3o PRODUCT REVISED .0 compsying with tfie Florida 8utftling Coda NOA-to. 16.0629.06 Expiration Date ,0211712020 139_ /�/ M1'linmi-DYda�F'ioQuci Control I i '• h!a. 5810a ��l Ate'•. X. ' iitN i�tt F.E.M1 P,F g 59705 r r CONFIG. EXAMPLES HEADER OETAIL'A', SHEET 18; INSTALLATION DETAILS AW &'Ac', SHEETS 12 & 13� NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL 1 PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH, SEE SHEETS 1a & 19 FOR SECTION DETAILS AND SHEETS 42-14 FOR MAX. INSTALLATION DETAILS. PANEL 2) (1) LOCK (ITEMS 75 & 107-110)AT HEIGHT EACH LOCKSTILE, LOCKING INTO KEEPER OTEM 103) AT FRAME JAMB ORASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'0', SHEET 18; �/ INSTALLATION DETAILS �(A[t!j Mve &'De, SHEETS 12 & 13 X 1.1/2° SMS PANEL CORNER DETAIL MAX UNIT WIDTH MAX. UNITWIDTH MAX. NOM. PANEL WIDTH . DI-0 TYP. PER TABLES 1-8 WIDTH, rrrERIOR EXTERIOR 90" 7PANELPANEL TYPE PANEL iYPE PANEL CORNER DETAIL'N2', AS' TYPESHEET19aCORNERQS' ,K,ANCHORAGE SHEET11 NOIvL. MAX. UNIT PANEL MAX HEIGHT DLO PER INTERLOCK DETAIL 'M', SHEET 19 ME)THSEE HEIGHT PER TABLES EXTERIOR INTERIOR NOTE2 TABLES t� 1� JAMB DETAIL'G3',SHEET . X x 18; INSTALLATION DETAILS X X 'GW'&'Gc, SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH-7" g0° DLO HEIGHT = DOOR UNIT HEIGHT-10.125' PLE; 9Q' INSIDE CQRNER, 4PANELS-xX/�oi PANEL.HEIGHT=DOOR UNIT HEIGHT - 1.856" SILICONE STRUCTURAL NOT -MELT BUM SILICONE STRUCTURAL 1/4" NOM.. FOAM SI76 NOM. t5 POLYISOBUMEK WITH %N" DESICCANT DESICCANT E>q.GLASS EXT.GLASS SMS INT- GLASS MT. GLASS ,�n KODISPACE 4SG TPS ,� SUPER SPACER@NXT"'' ALUMINUM REINFORCEMENT 00LYISO- DESICCANT FILL AREA BUMENE 6/16' NOM. FRAME CORNER 5/IVNOM. SEA 8U`TYL & SILICONE SEAL DETAIL DESICCANT ROLL -FORMED FOAM \ STAINLESS STEEL EXT. GLASS b Material EXT. GLASS Part# Description 124 Kommeding 48G TPS Spacer System See this 125 Quanex Super Spacer nXTVrth Hot Melt Butyl Sheet for 126 Quanex Duraseal Spacer Mateflal6 127 Ca,dinal M- Edge Spacer � w - 1NT. GLASS ]NT, GLASS ,tB DURASEAL0 SPACER 147 XL EDGE'" SPACER Nr}raatsoo SERIES 770 ALUM. SGD - LM IMPACT DEXr. DFAfIrFl. t7R29.4scn•770 !Y7•S 15 - 22 wec PG70130 PRODUCT REVISED as complying with the Florida 8ttlding Coda NOA-No. 16•D629.Oti Expiration oate02/1712020 13y Mlarril=Dad Y3duct t:ontro� i ,t)^.5•;5;�• is •;l .yr 'iJ :• A. LYNN MILLER, P.& REA66705 GONFIG. EXAMPLES , SHEET 19 OPERABLE JAMS DETAIL'G3', SHEET 18; •INSTALLATION DETAILS 'GW &'Gc', SHEETS 12 & 13 ' HEADER DE`TAIL'A, SHEET 186 MAX. / DJAMB DETAIL'G2', ASTRAGAL HEADERDEiAIL'A', SHEET INSTALLATION pE7AIL5'Aw' &'AC, DLO A—SEET 18; INSTALLATION DETAIL S'Li' & 18; INSTALLATION DETAILS SHEETS 12 & 13 WIDTH— DETAILS'GW &'Gc', L2, SHEET 19 'AW &'Ae, SHEETS 12 & 13 / 0° TYR 9 13 •LEFTS 12 & PANEL TYPE PANEL TYPE NEL YPE ,L, D,A,NEmom / HEINEL RTABLES PHTYP.SEE TABER 1 3SHEET E2, 1 15 a a X MAX. UNIT WIDTH —"I NIT GHT E PANEL PANEL, PANEL PANEL TYPE TYPE TYPE TYPE MAX. A UNIT SILL DETAIL NOM. / / HEIGHT L• S 'D', SHEET MAX, 4 WIDTHPANEL TYP. SEE PER TABLES 3 18; INSTALL DLO PER NOTE 2, SHEET 15 1.3 DETAILS HEIGHT TABLES 1-3 SHEETS i2 X a X &13, X X L SEE FRAME & I L/ SILL ❑ETAIL'U, SHEET 1S; MAX. UNIT WIDTH PANEL CORNER CONSTRUCTION EXAMPLE: 0)= INSTALLATION DETAILS Dvt & 'Do', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XXIXX (2-TRACK) DETAILS SHEET 15 2-TRACK JAMB 13ETAIL'11', SHEET 18; ASTRAGAL DErAILS'L1' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS IMP & _1 L2, SHEET 19� J"'\ INTERLOCK DETAIL Rd', SHEET 19 'Ic',. SHEETS 12 & 13� HEADER DETAIL 1 JAMB DET'AIL'G3', SHEET j'18; INSTALLATION DETAILS �^{ 'GW' &'ee, SHEETS 12 & 13 R INTERIOR INTERLOCK DETAIL M'. SHEET IS 90' OUTSIDE CORNER DETAIL `Nl', SHEET 19 & CORNERANCHORAGE SHEET 11 INTERIOR sxreRroR �NOM,PANEL WIDTH TYP. PERTABLES 13 UNIT WIDTH B,SHEE T JAMB DETAIL'H2% SHEET P-HOOK DETAIL'T &'K', SHEET INSTALLATION JAMB DETAIL'IT, SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS v, DEfAILS'Sw' Wi3e, DETAILS'PM & Ile, SHEETS 12 & 1S 18: INSTALLATION DETAILS 'HW &'He. SHEETS 12 & 13 'Jd,'KW &'Ke, SHEET 1a SHEETS 12 & 13 'GW &'Cc', SHEETS 12 & 13 r -----=— MAX.UNITWIDTH --- — j MAX. UNIT HEIGHT PER TABLES 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE Tr .LJ ,M, IF NOM. PANEL MAX SEE WIDTH TYP. PER / / DLO NOTE 2, TABLES 1.3 HEIGHT SHEET 15 x X 0 X EXAMPLE:OXXX (3 TRACK RIGHT PDCKET) SILL DETAIVE',1 INSTALLATOOP 'EV &'Ee, SHEETS 12 & 13 cERT, OFAVM,O=m ----- MAX UNIT WIDTH----------j PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' P F ,P M NOM. UN PANEL J HEI WIDTHTYP. / P SEE OTE 2, SHEET 1 MAX. OLD HEIGH,,TJI�� PER TABLES 1-3 TAB 1 X x lIl �> 0 AX. GIB• PRODUCT REVISED — complying with tho Florida SWIding Dodo IT NOA-Na 16.0629.p6 _ 5xplmtlonDato0211712020 eyES L td[am -Da uc mnt of �C 'ViJa EXAMPLE: XXXO SILL DETAIL'F, SHEET 18; INSTALLATION DETAILS (4-TRACK, BY-PASS) • _ g L 'FW &`Fc, SHEETS 12&13 iC!r ,•.iF�• r� . - EXAMPLEELEVAT70NS Fi=":°° : Ci;• SERIES 770ALUM, SGA-LMIMPACT IU mw an..� d'.e'am Jac A. LYNN MER P.E. m SGD•7M MS 16 - 22 PGT0130 B peusaTos PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL /1SiRAGAL BOX OUT ASTRAGAL A BOX IN 90 LOCKSTILS 9F0 LOCCRNER KSTILE 80 RECSNFR $0 RECEIVER EXT CORNER sO RECEVER CORNER �RECETVER ER �Nr CEIVER 36 RE TYPES INTERLOCK CUT INTERLOCK IN STILE WIHANDLE BOX OUT $OxIN W/HANDLE WIHANDLE WI HAFICLE W/HANDLE WIFWNDLE W/HAND#L618 �6 W/HiWDga1 VJ/HANDLml _�� �� 7k12 #11 T161 #118OB#81 t(61 TpIN F PP K L "f iQ iC TA TV TW INTERLOCK �- B E A CCAC Vv -SC SA sV sV INTSINGLE ERLOCK r la R S FD FC FV FV4F CME D V J wHN ASTRAGAL LLILR / J� PANEL NOTES: BOX OUT WIHANDLe ®oxoDD 1, SEE DP•TABLES SHEETS 6 8 FOR PANEL F-- ASTRAGAL SIZES & DESIGN PRESSURE. LEFT �j INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF BDX IN y�,/S Reuut,7 PANELPANELPAN. ARE NOT REQUIRED FOR ANY CONFIGURATIONS iv[Ex�ERIOR ANDARE NOT AVAILABLE. --IOLE ASTRAGAL � STILE STILE 3. 90'ASTRAGALS TO USE HEAVY-DUTY STILES Box ou-r [(_ I-ouTi (BOXDOTJ T a (AND EITHER CORNER RECEIVER INTERIOR PANEL "6" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR(#120) CORNER Ly ASTRAGAL L LU BOX IN � I.1 NmdM Ieaxwl APPLICABLE5iILE/ASTRAGALREQUIREMENTS, ASTRAGALS. ASTRAGALS. 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER V%. s0 LOCKSTILE r-yt f-[ �r 1 (461) AND CORNER ADDON(#31). -1 WIHANDLE *' Uj EXTOORNER SILL RISER&OPTIONS �� M2^ --1 s3z° 9DLOOKSTILE-- d W! HANDLE #118/�b 0. FJCf CORNR Ty/�� rFH, NER f ��, QT cr �^�) �. S /`+n C�✓ .02' �' .-XTERIOR }}.`_ .232' ExTRlon /.� .062• IXfF3210� 1 1 EXT`,EIWJOR 06z^ Y a D55° ] ]] 3,9D5` w! HANDLE �18 2566'06z, n 1.56ri ' Ij 44TU INT CORNER*0 B0 RECEIVER AT �+ A y� DF 0�• �j PRODUCT REVISED Wl HANDLE gTtg 9118 CF a%complying with the Florida SILL RISER FLAT' SILL RISER. FLAT SILL RISER, FLAT SILL RISER, FLAT Swldfng Code 20 OMEDIUM.3-114' 24 HIGH. 4' NOA-No. 16-0628.06 i8-FLUSH, 90RECENER 1-112' LDW. 2.1/2" t ;15 CORNER t 106 RL-CENER WlHANOIE #67 INT CORNER #31 - r may- v IVS p WT ' ft !� tl J� �/ tj n'F I-«—.760" ExplratlanD-to0211712020 l ERIO $y - .750' OR EXTERIOR 0z .DOT M7ami-Dad rotivct T;oatfol /L,-+{ .9D6° d,055" \t-' 1 .062'3.305fI 35RECENER i/ (/ J/ y :EMOR ': = .. , ' •!r I f 1.567' 16° SILL RISER 1 0* SILL RISER BOX SILL RISER, BOX SILL RISER. BOX } .' 21 LOW, 2-112" O MEDIUM, 3-114° O HIGH.41 ' -d,OA FLUSH.1-1X �� NOTVALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 '• K mer- a°ea ram u w.an"--• PANEL TYPES° , .ram "'','• T0707EC7INOLOGYDRA'✓: - -" Al VEMCF Ft3075 - ,'; •:':i :: L•- ;%•!;. SERIES 770 ALUM. SGD LM IMPACT x.waer- ooa rsam lseTy teo-isao 00 s�+e . miB °"}VN' A LYNN MILLER P.E.w+ow+ ; 6 anv: m.°m+ arx �; OFAU77L 929M SGD•7l0 TS 17 a 22 PGTO130 P.E.#56705 JR 1011=4_- ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) G1 2-TRACKJAMB S"LONG CLLP#105 W/RETAfNER#106 MIDSPAN (SHOWN WfTH FO(EO PANEL TO THE INTERIOR) t4 v 123 FULL LENGTH "t0X3l4" OFJAMS 2-TRACKJAMB SMs,X3 CLIP 80OR9105 6"LONG WI RETAINER #123 (SHOWN WITH MIDSSPAN so Bao401 FIXEDPANELTO �EX7ERIOR THEEXTERIOR) 2 i1E S691 4 52 51 E)CTERIOR 63 a SHOWN WITH z TRACK W/SCREEN OPT.SCREEN A FRAMEHEAD TRACK EXTERI a G3 2TRACKJAMB (SHOWN' WITH I OPERABLE PANEL) M16 AS2 G4 2-TRACKJAMB WI SCREEN 1513 EXTERIOR �2 TRACK W/SCREEN ®--TRACK FRAMESILL E FRAMESILL frEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 8.8 FOR DP (PSF)ASSOCIATED WITH STILE, A VEM= 108 FULL PANEL JAMB LENGTH 600R 61 106 17 IJ 5 SEE DETN FOR FI PANEL K �g 1oiRi EE DETAIL G2 FOR FIXED so OR 61 PANEL CLIP 103 so oR si lIO� !3,EXTF1ilOR 1, ,t,3-TRACKJAMB 3-TRACKJAMB 4TRACKJAMS ' 4-TRACK JAMB f i(SHOWN WITH (SHOWN WITH 1t (SHOWNWITH (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) f 69 4 ,fa A-TRACK MAX. UNIT C FRAME HEAD HEIGHT PER TABLES 1 3 EXT &RILT—CK F FRAME SILL CERT. OFA07fi. XRM I I . SGD•770 I NTS I 18 d 22 1 PGT0130 PRODUCT REVISED as complying wltb tho Florida Building Code NOA-No. 16-0629.06 Expiration Data02/17/2020 BY U— Miami`Da�c rotlucF — [(:enlrol :1ti:Jr. - ��fb sTm Ur rN A. LYNN MILLER, RE P.E# 58705 - - ASSEMBLY DETAILS (SEE SHE17S 12-14 FOR FOR INSTALLATION DETAILS) 0 tINTEWOR m®lie © m 7m i® 27 ® �t •�r�T -- so OR 61 � _ • - tart ��-�,��,�,,� ©®® OR 81 � ``_ ems• 65 85 • i �11�-+�I� I��� L,�T.'�:w 02) P-HOOK FOR FLAT SILLS (EXTOR INT, MOUNT) P_Ho FOR Bo SILLS MOUN T ONLY INTERIOR m,,,� - _ IFiaw.�(114 _LOOK MTERIOR 113 50 ri EXTERIOR tt3 61 11B 5 17 V tt���� V '113 103 ii9 •�'�ERIDR 7 67 63 EAVY-DU YASTRAGAL#68 90* INSIDE 0 STANDAWITH TANDARDSTILBS#60 FWITHHEAVY-OUTYSTILESi/fii N7 2-RACKSHOWN ER tut 2-TRACKSHOWNER STILE) ITEM SHOWN61 , STILE) SHOWN, ITEM 9150 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAYALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED APPLICABLE. . SEE) ALSO APPLICABLE, SEE TABLES TOWARDS INTERIOR (BOMN) TOWARDS INTERIOR (BOX -IN) 1.3. SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. INTERIOR . RR 31 75 SK101-1 0 •Q INTERIOR $ S �- INTERIOR 13V PRODUCT REVISED as complYin3 with tho Florida Dullding Code NOA.-lfo. 7 6-0629.06 11 ExPlrotlon pate 02117/2020 7 — 14 8 136° By 61 32 103 Mlam rogue! control 81 n �+ y EXTERIOR O t1 S OTWA 31 103 61 1A 7 is al-3ER o2TRACKSHOWN ;y;3 .;'. ":•i_r.1!!.17 a /Airr �F r ` 135° OUTSIDE CORNER oI 2 TRACK SHOWN r6 ,, f07DTEglNOLOOYDlWB A V1-N10£F1.3f276 �s�1}a3o rsao CERr OFAUTN.d9G ® HORIZONTAL SEC770NDETAILS, CORNERS ��i ;;: • '; �(•.�•-••••• i„�:-•• A. LYNN MILLER P.E P.Et/sa7os ter. "' SERIES 770_ALUM. SGD—LMIMPACT °°� "°"'"` JR o��� i0/i0/i3 ° �770 NTS A19 n22 �NPG70i30 B r Item Dw T PGT# Descrlpfion 'I 17306 617306 2-TRACK HEAD 2 17303 017303 2-TRACK HEAD WITH SCREEN RAL 3 17309 817309 3-TRACfC HEAD 4 17312 617312 44RACK HEAD 5 17314 617314 FRA.MESCIREWCOVER 6 17317 6IT317 FRAME HEADI"13 AM -ON 7 17304 8T/SD4 2-TRACKSM 8 17301 517301 2--TRACK SBL WITH SCREEN RAIL 9 17207 617307 3-TRACK SILL 10 =10 617310 4-TRACK SILL 11 17313 617313 FRAME SSLTRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADDON(SEENOTE 3) 13 17316 817316 FRAME SILL SCREEN ENDADD•ON (SEE NOTE 3) 14 - 17305 617305 2-7RACK "IS 15 17302 817302 2-TRACKJ/Vr1B VM SCREEN RAL 16 17308 6173OB 3-TRACK JALAB 17 17311 617311 4 TRACK JAMB 16 17322 617322 SILL RISER -FIAT FLUSH, 1-012° 19 17319 617319 SIU-RISER -BOX FLUSH, I-1W 20 17321 617321 SILL RISER- FLAT, LOW, 2.1/2" 21 17318 617318 SILLROER-BOY LOW,24/2" 22 17355 617356 SILLR1SI5i-FLAT, MEDIUM, Pie 23 M54 617354 SILL RISER -BOLT MEDIUM, 31/4' 24 1 17323 1 617323 BILL RISER -FLAT HIGH, 4' 15 17320 617320 SOL RISER -BOX HIGH, 4" 26 17333 617333 POCKETP4100K 27 7070 67070 NEOPRENE BULB WSTP FOR PRH00K 28 1733{ 817334 POCKET P4100K MOUNT 29 17335 817335 P-HOOK COVER 30 17349 617346 PDCKLTTP-HOOKFORBOXRISER 31 17376 6173T6 USCORNER ' 92 17376 617376 1135FDED MOUNT ITEMS 46f3 ARE SCREEN PARTS: 40 4319 612M ISCRIZIEN SIDE RAIL-LOC=LE 41 7LOCKWGSK SCREEN LOCKSET Q 41WO SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN WTERLOCK ADAPTER 44 4426 84428 SCREEN DOUBLE INTERLOCK 45 4317 6122bS SCREEN TOP RAIL 46 42HO B12257 SCREEN BOTTOM RAIL 47 BOB TSRAZ ETANDARDROLLER 49 Sall7SRAX STANDARD ROLLER -ST.On- 49 4344 84344 SCREEN ASTRAGAL W M49 617349 OXO SCREEN ASIRAGALADAPTER 51 16M 01892 SCREEN SPLINE -.1S5• 52 1854 81694 SCREEN SPLINE -,IST 53 81816C20 SCREEN CLOTH 54 1725 1/2"X4" X1/16" SET. BLOCK, NEOPRENE SO-1-5 55 ITO 1"X4' X1/16' SET, BLOCK NEOPRENE SS I S ItEm DPGT wg.# PGT# • Descrip ion 60 17325 $17325 PANEL SPLE 81 17328 917324 PANEL STILE(HFAVY DUTY) 62 17827 817327 INTERLOCK ADAPTOR 83 1225 6TP248 VINYL BULB W57P.-THIN (INSIDE INTERLOCK) 04 1729 71728 SILL END WEATHERSTRIP PAD . 65 I=B, 81732E INTERLOCK SCREW COVER 67 173U 61130 ASTRAGAL 66 17339 SS7339 HEAVY DUTY ASTRAGAL 69 IM24 B17324 TOP & BOTTOM RAIL 7D 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 Tips 1-i12"X1'X3/M1 HIGH FIN SEA, DUST PLUGS 72 8153 74153X TANDEM ST. STL ROLLERASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY, 74. SUCONE DOW-B9 DOW9950R G(a700 75 8185 7605X GEM INI MORRCE3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX 1032 XI" FL. SS SCREW W/TYPE'F1TIP 77 710=9 1G32MELZNCU-NUT 79 17357 $17357 1" IG BEAD SO 17359 817359 7R6" SP.AD / FOED PANEL CLIP 81 ' 17380 617360 9I18'BEAD 82 1224 M47K VINYL BULB WEMMERSTRIP 83 61745 i745 LOWE NO, V2'Xt/1B'SGL SIDE ADH_ TAPE, POLYETH. 100 B052 48052 ROLLER AO L HOLE PLUG - . 161 1 -720ST IAMB BUMPER 1432 1696 71696 DUSTPL.UG 103. BIBS 7616GX 1"KEEPER 104 053 7SDIT=EP SCREEN LOCK KEEPER 105 17344 817344 F754:0 PANEL CLIP -S'LONG 106 17352 517352 RED PANEL RETAINER-9/16' 107 1T39 71739 HANDLE KIT- NIERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT -RAISED EXERIOR HANDLE 109 1T31 781625N HANDLE KIT- RECESSED NTERIORWITH THUMBTURN 110 1T32 78178 HANDLE FIT -RECESSED EXTERIOR PULL Ill 71=P.PSOAX #1O X.W PH. P14. TEK- S.S. 112 1235 67s16 WSTP,.270 X.170-FIN SEAL 113 1712 64056 .lE7"X.23G'FNSEAL 114 710X115PPX 91OX1-V2" 115 710)PP'T aTOXt' 116 72=X .14+20XYS,S. 117 720XI12X 914-20 X 1-1/2' S,S. Il6 17338 517433 90 DEGREE GARNER RECEIVER 119 17337 617337 90 DEGREE OUTS DE CORNERAS7RAGAL, 120 17338 0117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 B17352 RXED PANEL RETAO4ER, 71V 7{lJ-186•l600 I I,( [ ch L—� \\\��`..�I �LaJ rw.wr ay. we a�w. =RrOF.wixmszss SSO-77a MS 20 122 PGT030 NOTES: I)ALL ALUMINUM = 6063 T6 2) ITEMS # 33-39, 56•S9, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OFTHIS APPROVAL 3) USE OF 012 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS Q 24' MAX O.C. PRODUCT REVISED as oompleng with the Florida Building odds NOA-No. 16-0629.06 Expiration Oat-ID2JI712020 I3Y fnumi-tT7prp,oduct Control A LYNN MILLER, P.E. P.E.#58705 5.069" 8.562" 0.080' RTTTI 0.081O2-TRACK HEAD —t "10 4-TRACK SILL (6063 T6 AL) {6063-T6 AL) 6.198" 1.211° 0:081" ) 2-TRACK HEAD W/ SCREEN TRACK (6063 T6 AL) 6,526" 0.080° i,sos" 3-TRACKSILL (6063 T8 AL) 6.220. 0.080" 1� 11" 1.605" 0.081" O 3-TRACK HEAD 02 TRACK SILL W/ SCREEN TRACK (6063T6 AL) (6063-T6 AL) 9.142" 4.49" �-• 0.080" � 1.21 1" jij 1.sos° 0.081" 4-TRACK HEAD O2-TRACK SILL (6063 T6 AL) (6063-TB AL) --•� 1514" 1.266" j 0.0fi0" O1=RAME HEAD/JAMB SCREEN ADD -ON (6063-T8 AL) SEE SHEET 17 FOR SILL RISERS. O,o6z" 0.532" 1.516" FRAME SILL SCREEN 12 ADD-0N (6063T6 AL) REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. (�- 0.060" 0.760'III 1:990" FRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES IN1N. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. D.C. Cnr 0PAMX ZW95 =RIES 770ALUM. SGD - LM seo-rm °NTS 2J d 22 m' -1 1.38° r -•- 11 n--� 0.06Z. L 1,019" 0.081" SSCN_ 40 STREEILE (6063-T6 AL) 5.069" —I (— 1A4S" 1.9- 0.062" 14 2-TRACK JAMB STOP TOP (6063 TEAL) RAIL (6063 T6 AL) 17 4-TRAC6 'JAMB JAMB (6063 T) PGT0130 —"-j 1•--- 0.875" 1.993• 0.062" SCREEN BOTTOM RAIL (6063-n AL) PRODUCT REVISED os eomplyI»g with the Florida Butldln9 Cod. NOA.No. 16-0629,06 C-upiration Dat0621171202D 6Y--../.�---� 641ari11- ode uct Control ul: �:`�.•ro:i tl �•p�s ft•� A. LYNN MILLER, P.E. P.E.tsms 0-752" 0.062" 0.080" D2sa° e�FRAME COVER (6063 T6 AL) .156, 2�0 0.080" 0.830, ,016" 1i2.44! O 135" CORNER (6063-T6 AL) SILL 11 TRACK (6063-T6 AL, 0.574' r 0.075" OP -HOOK 1 (6068-T6 AL) 2.304° 0,752" T 0,796` 0.082" (233° 0.06T" OP'OOKMOUNTING OP440 KSCREW 28 ADAPTOR � .(-OVER (6063-T6 AL) (6063-T6 AL) -jam--- 3.802" T,163"� 0.885" D.oaD" O P-I•IOOK FOR BOX RISE (6063-T6 AL) 4" a" Ll 0.133"1.600 1.600 0,062" 1303" .080111.4188" D° 71 888" rd i0 325" 3.126" F +- 3,125" 0,062" az 135° FUCED MOUNT 60 STANDARD STILE OHEAW DLRYSTILE INTERLOCK INTERLOCK (6063T6AL) (6063-T6AL) (6063-T6AL) A666 (60B fiAL)ER 3 979" 0.075" 1.645° 0,126" O STANDARD ASTRAGAL (5063 T6 AL) 1.003" 0.757' 0.050" 105 PED CLIP (6063-T6 AL) 550" -+ 0 { (I(jl-Jl(JI 0�49" OA80' -- 4 FIXED PANEL 109 RETAINER, 9116" (6063-T6 AL) 3.979' j-�-- 4.125" 11H0,075" 1.050" 1.050" - � 1.050" i-�-• 1.645" 0.062" 1.304" 2B9" 611" 485" I .045" 3.26, 045" �+- 045' �-- 0.281" OGLAZING _ HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GAIN G. 80 BEAD, LAZIIDG 61 g/GLAZING (6063 T6 AL) (6063-T6 AL) (HO A) O PANEL CLIP O (6063 TS AL) (6063-T6 AL) , 1.03" 4" 0.080, j II��� 0.709' 2,A2.826 c I�+1,498" 0.133" 1.498" --+-I 0.863 LBD" 1 OFIXED PANEL 6.621° i 72s RETAINER. 718"(6063-T6AL)Sie 90° OUTSIDE CORNER' RSIDE CORNERgSTRAG� t1e 90'CORNERRECEIVER (6H T6AL) (6063 T6 AL) u.wpn ro7ot�crvmcCsrnalve EXTRusloA N. t�vlc✓; � 3(zf5 � (ssr}real6no SERIES 770 5.621' 0.133" I,. 4" 120 90° INSIDE CORNER ASTRAGAL (6063 T6 AL) 2 SGD -LM IMPACT it - 22 x 22 PGT0130 PRGDUCT REVISED as c--Plyln9 -Ith the Florida Mudding codo ROA-No. 16-0529.06 Rcplmttlon Dato0211'112020 By N6ami-I'Ia roduct Con of A. LYNN tdiLLEfs P_E, P.E.- 68705