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HomeMy WebLinkAboutproduct approval p ;x t^ BCIS Home Log In j User Registration Hot Topics ( Submit Surcharge E Stats&Facts Publications Contact Us BCIS Site Maps Links VSearch ' • F1 Lida Product Approval JiOUSER:Public User { tCEIVED Product Approval Menu>Product or Application Search>Application List>Application Detail OCT 13 2021 FL# ( FL31714-RI Application Type Revision ST. Lucie County, Permitting Code Version 2020 IF p L.0py Application Status Approved 4+ Comments IN 16 Archived =i REVIEWED FOR CODE COMPLIANCE Product Manufacturer NewSDUth Window Solutions i Address/Phone/Email 10741 ro Crossads Comm FSM LUCIE COUNTY tamp),FL 33610 CCC OiRq ' (813)626-6000 I danochstein@newsouthwindow.com Authorized Signature daniel ochstein danochstein@newsouthwindow.com Technical Representative Address/Phone/Email • Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the A.Lynn Miller,P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Steven M. Urich, PE P3 Validation Checklist-Hardcopy Received Certificate of Independence FL317I.4 R1 COI Cert of Indeoendence.p-df Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 • AAMA/W DMA/CSA101/I.S.2/A440 2008 AAMA/W DMA/CSA101/I.S.2/A440 2017 ASTM E1886 2019 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2017 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/20/2020 Date Validated 11/03/2020 Date Pending FBC Approval 11/04/2020 Date Approved 12/16/2020 • Summary of Products ' ..._..........__ _- .__ __._.__.__......------........_...._._ -___.-.-_._-........................._.._-..-.---..__...__...-._______ . FL# Model,Number or Name Description 31714.1 SGD 6000/Models 6200,6300, Extruded Vinyl"Non-Impact"Sliding Patio Door ! 6400&6500 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL31714 R1 II SGD600ONS Wide Panel NI HVHZ-SIGNED Approved for use outside HVHZ:Yes DRW.I')(Jf Impact Resistant: No Verified By:A.Lynn Miller,P.E.PE-58705 Design Pressure:N/A Created by Independent Third Party: No Other:Please see the enclosed documents for product Evaluation Reports • performance information,anchorage details,and anchor type, FL31714 R1 AE SGD600ONS Wide Panel NI HVHZ_-ENG size,and spacing information. EVAL.pdf Created by Independent Third Party: No x —ram .W. __... - .._._.. W..........._._..-- ..-.....__.._...._......._-_.. _ - _ _.......__ .__ _.. _.._ __._..._..._._.._.................._..... -._................. ..._-. 31714.2 SGD 6000/Models 6250,6350, Extruded Vinyl"Impact"Sliding Patio Door 6450&6550 i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL31714 R1 II SGD600ONS Wide Panel LMI HVHZ-SIGNED Approved for use outside HVHZ:Yes (DRW.pdf Impact Resistant:Yes Verified By: A. Lynn Miller,P.E.PE-58705 • Design Pressure:N/A` Created by Independent Third Party: No Other:Please see the enclosed documents for product Evaluation Reports performance information,anchorage details,and anchor type, FL31714 R1 AE SGD600ONS Wide Panel LMI HVHZ-ENG size,and spacing information. EVAL.pdf Created by Independent Third Party: No -- ---- -._..... ----._...._......._. _...........r---- ----.-! 31714.3 SGD-6000/Model 6500 — Extruded Vinyl"Non-Impact"Sliding Patio Door I Limits of Use Installation Instructions Approved for use in HVHZ:No I FI._31.714 R1. II SGD600ONS NI-SIGNED DRW.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller, P.E.PE-58705 Impact Resistant,No Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other: Please see the enclosed documents for product j FL31714 Rl AE SGD600ONS NI-ENG FVAL pdf performance information,anchorage details,and anchor type, ! Created by Independent Third Party: No size,and spacing information. 31714.4 SGD-60)0/Model 6550 Extruded Vinyl"Impact"Sliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:No I I FL31714 Ri II SGD600ONS LMI SIGNED DRW.pdf • Approved for use outside HVHZ:Yes I Verified By: A. Lynn Miller, P.E.PE-58705 Impact Resistant:Yes I Created by Independent Third Party: No Design Pressure:N/A i Evaluation Reports Other: Please see the enclosed documents for product FL31714 Rl AE SGD600ONS LMI-ENG EVAL.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 31714.5 SGD-6000/Model 6550 Extruded Vinyl"Impact"Sliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL31714 Rl II SGD600ONS LMI HVHZ-SIGNED DRW.pdf Approved for use outside HVHZ:Yes I Verified By:A. Lynn Miller,P.E.PE-58705 Impact Resistant:Yes j Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports, Other:Please see the enclosed documents for product FL31714 R1 AE SGD600ONS LMI HVHZ-ENG EVAL.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. • Back Pdezt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 • • • ° I ew 0j 6000 SERIES SLIDING PATIO DOOR LYIViy LARGE MISSILE IMPACT RESISTANT, �� �� a ��o� o oawz x I OVTONS: '* No 58T05 *- w r i�N a K BYPASS, SINGLE OR DOUBLE EXTERIOR POCKET, * a Z(yj00= =n�K 2, 3 & 4 TRACK CONFIGURATIONS ' =UvLL '=wa 10/16i2020 (([� W z v�° a� o Q STATE-OF !u.,.: F w Q, $E u, MODELS 6250, 6350, 6450 & 6550sS�F` R'° �G;?' �ZvUc GENERAL NOTES: 1)THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE(FBC) O TABLE 3:INSTALLATION ANCHORS INCLUDING THE"HIGH VELOCITY HURRICANE ZONE"(HVHZ).SEE FL31714, O p I Min. Min.Edge Min.On w � 2)PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Anchor Type Substrate m Embedment Distance Center cn MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w L) 1/4"Elco Ultracon Co 1-3/8" 1-1/8" 4" C7 Ir 0 w 3)WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION,THIS PRODUCT COMPLIES WITH FBC and Ultracon+ ° O 2 SECTIONS 1609.1.2,R301.2.1.2,AND 1626 AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING, THIS #10 SMS Woad 1-3/8" 1-1/8" 1" Z z O O PRODUCTS MEETS MISSILE LEVEL"M AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND FBC SECTIONS rn (1)U 1609A.2.2 AND R301.2.1.2.1 AND ALSO COMPLIES WITH SECTION 1626(HVHZ). #10 SMS Steel Stud .056" 5/8" 1" E o O o cd z_O o 4)FOR 2X STUD FRAMING CONSTRUCTION,ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN ANCHOR NOTES: O m FOR 2X BUCK MASONRY CONSTRUCTION. 1X BUCKS ARE OPTIONAL,IF USED,INSTALLATION ANCHORS WILL GO W O U)M THRU THE 1X INTO THE MASONRY CONSTRUCTION. CAN INSTALL DIRECTLY INTO MASONRY WITH A 1/4"MAX SHIM. 1)CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO tY Z= p c" MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. J z O U LL 5)SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING o w< U <a ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 2)CONCRETE ANCHOR LOCATIONS NOTED AS'MAX.ON CENTER"MUST BE o w z w 2 ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS, co (9< Z o H TABLE 1 P:DESIGN PRESSURES FOR PVB INTERLAYER ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE"MAX. } Y Design Pressure(+/-psf)-PVB INTERLAYER ON CENTER"DIMENSION IS NOT EXCEEDED. CID Frame DLO DLO Width 3)SHEET METAL SCREWS MUST PENETRATE A MIN.OF 3 THREADS THRU THE C9 Height Height 1 33.438 1 39,438 43.438 1 46.200 1 47.438 1 49.438 1 51.438 STEEL STUD, z O 80.000 67.825 60.0 -65.0 55.5 -65.0 53.1 -65.0 51.8 -65.0 51.2 1-65.0 50.4 -65.0 49.7 -65.0 TABLE 2:SILL RISER POS.(+)DP U 84.000 71.825 56.4 -65.0 51.8 -65.0 49.5 -65.0 48.1 -65.0 47.6 65.0 46.8 -64.3 46.1 -63.3 .6 88.000 75.825 53.0 -65.0 48.6 -65.0 46.3 -63.6 44.9 -61.8 44.4 61,1 43.6 -60.0 Water-Limited(+)Design Pressure NOTES: w A)IF WATER INFILTRATION RESISTANCE IS F 92.000 79.825 50.0 -65.0 45.7 -62.9 43.5 -59.8 42.2 -58.0 41.6 -57.2 Sill Max.(+)DP REQUIRED,THE LESSER VALUES OF EITHER o Ld 95.500 83.325 47.7 -65.0 43.5 -59.8 41.3 -56.8 40.0 -55.0 Sill Riser Height Allowed TABLES 1P OR TABLE 1S AND TABLE 2 0- O DETERMINES THE WATER LIMITED(+)DP. Z o a TABLE 1S:DESIGN PRESSURES FOR SG INTERLAYER None 1.688" See Note B p c J 03 Design Pressure(+I-psf)-SG INTERLAYER standard . 2.81" +50.0 psf B)IF WATER INFILTRATION RESISTANCE IS V NOT REQUIRED OR OVERHANG IS PER FIG 1, w m O Frame DLO DLO Width High Dam 4" +60.0 psf A SILL RISER IS NOT REQUIRED.IF SO, c ('- o Height Height 33.438 39.438 1 43.438 1 46.200 1 47.438 1 49.438 51.438 +DP'S SHOWN IN TABLE 1 MAY BE USED. w N 80.000 67.825 60.0 -65.0 60.0 -65.0 59.8 -65.0 58.3 -64.7 57.6 -64.1 56.7 -63.1 56.0 -62.2 FIG 1OH LENGTH 84.000 71.825 60.0 65.0 58.3 64.8 55.7 61,8 54.1 *60. 53.5 -59.5 52.6 -58.5 51.8 -57.6GENERAL NOTES......................188.000 75.825 59.7 -65.0 54.6 -60.7 52.1 -57.9 DOOR ASSEMBLIES INSTALLED WHERE DP&ANCHOR TABLES............I 50.6 50.0 -55.5 49.1 54,5 THE OVERHANG(OH)LENGTH IS EQUAL CONFIGURATIONS...................2 < 92.000 79.825 56.3 -62.5 51,4 -57.1 48.9 -54.3 47.4 46.8 -52.0 95.500 83.325 53.6 -59.6 48.9 -54.3 46.4 -51.6 45.0 -50.0 I = TO OR GREATER THAN THE OVERHANG SIZING TABLE...........................2 DATE: 04/08/2020 O HEIGHT IS EXEMPTED FROM WATER SECTION VIEWS.......................3-4 INFILTRATION RESISTANCE. GLAZING DETAILS....................4 SCALE: NTS 2x BUCK ANCHORAGE.............6. BY: E KOSS FRAME ANCHORAGE...............6-8 EXTRUSIONS.............................9 DRAWING#: BILL OF MATERIALS.................9 SGD6000LMI-56" IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL RISER IS NOT REQUIRED. SHEET: 1 OF 9 2P2T OX,XO,XX,XXP,PXXP 3P2T OXO and 3P3T XXX,XXXP POCKET-FINISHED OPENING WIDTH �`�\� ^�10ENS �� BYPASS-FRAME WIDTH �;' E' �cn u Y 0 m BYPASS-FRAME WIDTH Q; n C7 O (O 7 0, 2 = °wC 1 3 * No.58705 *_ a OO LL ro' . z DLO WIDTH4 �- DLO WIDTH =w T` ,o S T 1011612020 LU,Z Ill 02.E o° a,3.wo (Q'' STAT15 OF L[! F-wm a u c> l'��s FLORiDP G\=� z 0 Z` y W-- 'i - -_ 3 3 3 3 3 323 3 �.11NAjj1 ��` d 3 3 r 3 6 r 6 3 FRAME 3 3 FRAME 3 3 3 3 O HEIGHT HEIGHT 3 3 p DLO DLO 3 � w HEIGHT HEIGHT // z0 POCKET U z F. w BY N OTHERS Z O 00 z U L_ J ca co 0 0 p Z 0 WEEPHOLES LOCATED 2 WEEPHOLES LOCATED 4"ON EITHER w ¢ _u M 4"ON EITHER SIDE OF INTERLOCKS WHERE SHOWN. 4 SIDE OF INTERLOCKS WHERE SHOWN. 4 w z) =LL Ln U_ O U, o w 4P2T OXXO,PXXXXP and 4P4T XXXX XXXXP cD O z o F POCKET-FINISHED OPENING WIDTH BYPASS-FRAME WIDTH m w '+- DLO WIDTH 4 O z O 1 2 2 2 r-J 1 -a 3 i � 3 �- 3 w 0 3 3 3 w FRAME I 3 3 r 3 TABLE 3:PANEL DLO,FRAME/FINISHED OPENING WIDTHS a- U HEIGHT! 5- 6 Finished Frame Width in z O Oa _. - DLO Width p ci w I 3 // /� 8 �CDnftgufatiai 33.438 39.438 43.438 46.201 47.438 49.438 .51.438 (n N m i HEDLO IGHT 3 iP2T)P 39.58: 45.58' 49.58 52.34 53.58 55.s8� 57.58 w m O . i POCKET 2PZTYD,oX M 84 eo 96.00 10400 109.53 112.00 116.00 120.09 w w 0 BY 2p2TW 77.98 89.98 97.98. •103.50 105,98 109.98 113;98 0 OTHERS 2P2TP4V 77.50 89.50;_ 97.50: 103.02 105.50 109.50 F N W 11.3,50 3P2T 0X0 128.32 146.32 158.32'. 166.60. 170,32 176,32 18232 Q 3P3T)W 122,40 140.40 152A0. 160.89 164.40 170.40 17840. O `o _I 3P3T X>0a' 116,38 134.33 146.38'. 154.66'. 158.38, 164.38. 170,38 Q 4P2TO1QX0 1W34 190.34 205.34. 217.39 222.34. 230.34 :2$8.34 AP27P 154.29. 178.29 194.29 20;.: 210-.29 210.29 :226:29' DATE: 04/08/2020 WEEPHOLES LOCATED 4"ON EITHER + 6 4F4TX000 160.W 184.80 200.80 211.85 216.80 224.80 2S280 SIDE OF INTERLOCKS WHERE SHOWN. 4 4p4Twoo�. 154.78' 178.78' 194.78 205:63' 210:78 218.78 '228:78 SCALE: NTS BY: E KOSS CONFIGURATION NOTES: DRAWING# 1) SINGLE EXTERIOR POCKET CAN BE EITHER LEFT OR RIGHT. SGD6000LMI-56" 2) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. SHEET: 2 OF 9 `�.N,I I I u Nl.,l, 1-3/16"MIN.EMB.TYP. SEE NOTE 1 SEE NOTE 2 `�.��� Y LYN �` `10ENSE z }cv o m a o �E B C 1A 7 30) 10 7 14 G� 5 KI G 4 11rC �X 10 '30r K /23 24\ K 7 n Q? a Or�i�� '�"z U o c_.c� 4��� ,_1 ;��, � ��� �* w oLLa= �oYk I lr 1 Na 58705 CFI 1U116YL020 (� U z a z STATE OF I- W w �?_o �' \ ' I i�. s F�ORIDP \_�. z p>"o o l llll:AL Fi �= I14 K 4 41��7� �0� c) Y m Illz V 1 41 41 �3) 41 C1) `H 26 41 3� rl (� � 0 2 1-1/4"MIN.EMB.TYP. SEE NOTE 3 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION g HORIZONTAL CROSS SECTION o Z Z 0 3 2X BUCK CONSTRUCTION 3 INTERLOCK 3 STEEL STUD CONSTRUCTION 3 MULLION(OFFSET BUTTSTILE) O p SEE NOTE 5 u) w z W 0� -► 1-3116"MIN.EMB.TYP. - 1-3/16"MIN.EMB.TYP. f+- 1-1/4"MIN.EMB.TYP. I I C �B E� �B C 1Br �E A (YC� 1A O LL r I4, 1. ``. J 1 � � q1 (3) W z 0 L J fn O� OUQ SEE NOTE 3 cCD 5 r 1 z 2 (-7-\HORIZONTAL CROSS SECTION cz) =Ill o F 2"MIN.EDGE 3 ASTRAGAL } Y OPTIONAL D DISTANCE m w ` � CT)STEELSTUD �� � CFI, ------1 \ (, CONCRETE c6 1-1/4"MIN.EMB.TYP. (1 `` ice _ F WOOD LL (C 1A J� % `yam z HOOKSTRIP SUBSTRATE OU 0 21' .6 cn i. 29 W CF I ;F ��HORIZONTAL CROSS SECTION l (J I a U 0 k,3,J 1X BUCK CONSTRUCTION O EL SEE NOTE 4 3 G t141(� O N W \ \J (n N m 8 HORIZONTAL CROSS SECTION > U j 3 HOOKSTRIP m OO �Z o --►j 1-1/4"MIN.EMB.TYP. - +- 1-1/4"MIN.EMB.TYP. HORIZONTAL CROSS SECTION 8 HORIZONTAL CROSS SECTION 10 HORIZONTAL CROSS SECTION 3 2X BUCK CONSTRUCTION 3 2X BUCK CONSTRUCTION 3 MASONRY CONSTRUCTION ! Q SEE NOTE 5 DATE: 04/08/2020 NOTES:' 1) INTERLOCK REINFORCEMENT SCREWS,G&K,ARE LOCATED 3"FROM EACH END THEN 14.5"ON CENTER, SCALE: 1:4 2) FIXED PANEL IN JAMB SCREWS,G,ARE LOCATED 8"FROM EACH END AND THEN 4 MORE EQUALLY SPACED(6 TOTAL) 27f' c (v BY: E KOSS 3) FIXED PANEL IN MULLION SCREWS,H,AND FIXED PANEL IN ASTRAGAL SCREWS,P,ARE LOCATED 6"FROM EACH END AND THEN 12"ON CENTER. -OK DRAWING# THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. ( 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION.BUCK TO CONCRETE ANCHORS(IF USED)MUST BE AT LEAST 4"FROM PRODUCT INSTALLATION ANCHORS , _�% 4 R �SCREWS PE SGD6000LMI-56" 5) STEEL STUD AND DIRECT TO MASONRY APPLIES TO ALL FRAMES-SEE SECTIONS ABOVE AND SHEETS 6-8 FOR ANCHORAGE FOR EACH FRAME TYPE.(2T,3T,4T) CORNER DETAIL CORNER KEY SHEET: 3 OF 9 -�1'NOM.Imo- ``�•�QeyY LYNNM/ �i.., N 3116"ANNEALED GLASS---- j ti\ �tn ui ^o N F m ��. LENS .... u y N o 0.090"SAFLEX PVB OR SG INTERLAYER- ,- � �} � DOW 983 No.58705 -j- -3/16"ANNEALED GLASS— az G LLI w r°o 3/8"AIR SPACE < w ti 3116"TEMPERED GLASS 1 Ltl�.� h W c F Q"•. STATB'OF EX RIOR ` 71 ""NOM. iJ(�n ORt9P � �. r n Z v° N w VV CD GLASS BITE ..._.._L 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION /,+1 711„\?� ALUMINUM 4 2X BUCK CONSTRUCTION 4 2X BUCK CONSTRUCTION SPACER , SETTING BLOCK' (F 1 O) F 1 0 Q .CONFORMING TO J > FBC SECTION GLAZING DETAIL / � _ �FJ ,/� / �" N F m 24'11.3.3.1. W Z p w J 1 VERTICAL CROSS SECTION J i -Vic— .- z 00 4 2X BUCK CONSTRUCTION `: ic— . U 0 U) rn U � zoo 1� (� SEE SHEETS 6-8 W w � E� FOR ANCHOR TYPE _U)m I / _ BASED ON SUBSTRATE I-U `1g DETAIL 1:ANCHOR U) U o U¢ SEE NOTE 1 — I -- ---` JC THRU ANTI-LIFT BLOCK j 0CD LLJ O �b- v r {1 A� I j > z F SEE NOTE 2 AND DETAIL 1 m w us I lift. TYP. C3�--- 1-, @0 0 Jam. F F �41 i w TYP. r 617 0 U SEE NOTE 1 @---..._. 12 0 N w o m j U � -- W ❑] 0 _ SEE NOTE 3 R I 1 0 E} \�J�SEE NOTE 3 �JYSEE NOTE 3 ¢ 0 0 2 VERTICAL CROSS SECTION �4�VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION ¢ I v MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION DATE: 04/08/2020 NOTES: SCALE: NTS 1) FIXED PANEL SCREW INTO HEAD AND SILL,G,LOCATED 3"AND6"FROM JAMB AND THEN 6",9"AND 12"FROM THE INTERLOCK, 2) ANCHOR THRU ANTI-LIFT BLOCK(ITEM#15)NOT SHOWN FOR CLARITY. REFER TO SHEETS 6-8 FOR ANCHOR TYPE, BY: E KOSS 3)FLAT HEAD ANCHORS MUST BE USED IN SILL,ALL OTHERS INTERFERE WITH ROLLgR TRACK. 4)FOR INSTALLATION INTO 1X BUCK CONSTRUCTION.BUCK TO CONCRETE ANCHORS(IF USED)MUST BE AT LEAST 4"FROM PRODUCT INSTALLATION DRAWING#: _ ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. SGD6000LMI-56" i 5)DIRECT TO MASONRY APPLIES TO ALL FRAMES. SHEET: 4 OF 9 I 6 • w o Ocy�tz coyz * Na.58705 ;= W JO o p h k �. Tc) �25 zwT 73- .1 0/1 612 02 0 ; C[1 W Z v O o s w c Q STAT6'OP -[tj w c w 4 F- rn w V.-_ MASONRY OPENING !��!S`,Sy�oNAI G `--2X BUCK It ' 4"O.C.TYP. It 4"TYP.' .\ OF PANEL �— 4"O.C.TYR I _ Q o ° 4"TYP. w g o� a w° ?2 z O O 2X BUCK e p 12 J 12 a (/) U 0 G °a z z 0�2 of [Ifm ..1------ w O § W m v° wm W U H O LL 15"MAX. O.C.TYP. DOOR POCKET o 0 �:�:2 z o Q m w d a a ° LL z e O U I ,a. ° cif 4 w H a 4 w � Y U O No w n O (n N 67 w on O BUCK ANCHORAGE DETAIL (If "- 0 LLI N Q O O it Q DATE: 04/08/2020 SCALE: NTS BY: E KOSS NOTE: DRAWING#: 1) 1X BUCK CONSTRUCTION,BUCK TO CONCRETE ANCHORS(IF USED)MUST BE AT LEAST 4"FROM PRODUCT INSTALLATION ANCHORS THRU 1X BUCK INTO SGD6000LMI-56" MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 2. SHEET: 5 OF 9 I \`fit{511111 lI/!/� r STILE STILE STILE No.58705 JO m 2 y z 4"MIN.TYP. - / 7F ti * U4 Z10 o o s 4"MIN.TYP. -► - 15 TYP. 9202 � w U z 6"MAX.TYP. o a j STATE OF w c ' ox�c_ --I jam— I a�F°•;`�ORtoP.. . \_�.` Z CD2 w o ac za ZONAL i ADD-A-TRACK " " EXiERICR 'EXTERIOR <D V SEE NOTE 4� �� / '°- 6"MAX.TYP. Q Q 6"MAX.TYP. z w O_ 1- w WOOD Z a o n CONCRETE p U 0 U t F)2X BUCK I L)2X BUCK F 2X BUCK ? 18"MAX. J)DIRECT TOMASONRY MI DIRECT TO MASONRY (`J\)DIRECT TOMASONRY `T)STEELSTUD U) = Zoo O.C.TYP. M)1X BUCK 1X BUCK (j 1X BUCK W z 's En m m �TJ STEEL STUD �T�STEEL STUD ,T)STEEL STUD W w 0 LL 11.5"MAX. cn O U w -LL O.C.TYP. HEAD&JAMB TYP. THRU LIFT BLOCKS TYP. HEAD&JAMB TYP. o < 4 14.5"MAX. o LL " 1 O.C,TYP. coo v z m W f21SEE-3- LL z O DOOR POCKET U r ,.TYP. �TYP. BY OTHERS U .6 Lu It C Y p U a o z n. - o cn N m 2 LL p ADD-A-TRACK o c N j � _ SEE NOTE 4 6"TYP. Q �? EXTERIOR J�TYP. p O_ STILE STILE STILE DATE: 04/0812020 FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 4T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI-LIFT BLOCKS(ITEM#15)REQ'D ABOVE ALL ACTIVE PANELS(X). DRAWING#: 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES-MIN.4"O.C.,ANCHOR THRU ANTI-LOCK BLOCKS AT HEAD. SGD6000LMI-56" 3) FOR BYPASS ANCHORAGE,DISMISS THE CLUSTERS NEAR THE POCKET(SHOWN ON RIGHT)AND REPLACE WITH END CLUSTERS(SHOWN ON LEFT) 4) CLUSTER ANCHORS MUST GO THRU THE ADD-A-TRACK WHEN THERE IS AN OPERABLE PANEL PRESENT IN THE ADD-A-TRACK. SHEET: 6 OF 9 t __ • • • LY i NNIt C14 ,y� STILE STILE CD r o„ R E3 * No.58705 w OJ� w g C O o 15 TYP. z w'T 4 o w 10116i2020 (V U z o > a 6"MAX.TYP. ^I — 4„MIN.TYP. ;% �p�•. srn1E of �/:' rw w rn 8» EXTERIOR EXTERIOR —r -+— 6"MAX ,IYP p 6"MAX.TYP, i ED w o � F-/ % ' U w �% F�WOOD Z O ( >BUCK L 2X BUCK F 2X BUCK _ CONCRETE p o 0 18"MAX. T STEEL STUD U) O ❑ 4 /'j))DIRECT TO MASONRY DIRECT TO MASONRY )DIRECT TO MASONRY = z O o O.C.TYP. / (M�1X BUCK (N 1X BUCK NI 1X BUCK u1 z of m ° �."'' (Yj STEEL STUD (T/STEEL STUD ()STEEL STUD W w 0 w Q F OM 11.5"MAX. i O U O.C.TYP. HEAD 8 JAMB TYP. THRU LIFT BLOCKS TYP. HEAD&JAMB TYP, o �a 14.5"MAX. o .z O.C.TYP. coo m z .< _ >tv SEE 3 LL z O DOOR POCKET BY OTHERS O j.TYP. J TYP. U) r LLI W 4. � Y U � O z o a O J N m w m O R' w ❑ LL N EXTERIOR (JTYP. ❑ O_ STILE STILE # DATE: 04/08/2020 FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 3T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI-LIFT BLOCKS(ITEM#15)REQ'D ABOVE ALL ACTIVE PANELS(X). DRAWING#: 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES-MIN.4"O.C.,ANCHOR THRU ANTI-LOCK BLOCKS AT HEAD. 3) FOR BYPASS ANCHORAGE,DISMISS THE CLUSTERS NEAR THE POCKET(SHOWN ON RIGHT)AND REPLACE WITH END CLUSTERS(SHOWN ON LEFT) SGD6000LMI-56" SHEET: 7 OF 9 • . • \%�.killurYiy vvoN of r ff� L L i 'C .-'\,kcEN&R /�(� '� N c rr STILE STILE STILE No.58705 ao _ w 4"MIN.TYP. -- e '- n z < `ry p w �15�TYP. 6t` ( y;� =UY� }yea 6"MAX.TYP. T p 10/16/2o ZO w W�[/. F- rn oxw Z i ie�y01VAL�\��, d Z EX'I'ERICR - / EXTERIOR �/ / 6"MAX.TYP. O ci 6"MAX.TYP. j co w iLD CO w 14"MAX. F 2X BUCK L 2X BUCKj2X BUCK z O.C.TYP. O o J DIRECT TO MASONRY M_1 DIRECT TO MASONRY )DIRECTTO MASONRY U Z¢O o rM IX BUCK (N)1XBUCK (Mj1XBUCK W Z 'S U)roi �' `T STEEL STUD l l STEEL STUD �T}STEEL STUD W ww l- 0 LL - THRU LIFT BLOCKS TYP. HEAD&JAMB TYP. o cn � -d HEAD&JAMB TYP, o w 2 o w � CD N Z r F¢ m w (n U. Z I O ' J TYP. ^ U ;1 JJTYP. w �+ w � Y o U � O z o a 4"MIN.TYP. - p N w �/J N m w m O C LL 0 EXTERIOR o � w N_ CL rt TYP. o `o STILE STILE STILE yt DATE: 04/08/2020 FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 2T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI-LIFT BLOCKS(ITEM#15)REQ'D ABOVE ALL ACTIVE PANELS(X). DRAWING# 2) OXXO SHOWN,ANCHORAGE SIMILAR FOR OXO,OX AND XO. j SGD6000LMI-56" SHEET: 8 OF 9 ITHM# DESCRIPTION BILL OF MATERIALS MATERIAL \ V'1�t Y IYNf l/'/z,� A 1X SUCK(SG-0.42) WOOD .500 .928 ,.�,�,oN..•••••.NMi� B 2X BUCK(SG-0.42) WOOD `` '`:.•'`1C;ENSF ��` w >N o m o a C 114"MAX SHIM SPACE No.58705 - D i!4"X2:J4"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEEL * 't *= uj LL MASONRY-3000 PSI MIN CONCRETE CONFORMING TO ACI 301 OR .080 ,OS 1 88 .080 .05- 1 88 d Z m x o c E HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE �,{r U v¢ z m a F #10 X2"PPH SMS - STEEL 0 t04 u� 10(16l2020 1(/y W z e- i w c G #8 X1"PPH SMS STEEL LU O�.f�• FCORIDP`\�AXOF (v�1 o ` o o �' H 910 X2-1/2"PPH SMS STEEL ^,813 - if``S� ^'• \G��`.. J o Z w J 1/4"X2-1/4"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEEL FRAME-2T 1 B FRAME-3T �7ONAi i K #8 X 112"PPH SMS STEEL IS L #10 X 3"PPH SMS STEEL M IA"X3-1/4"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEEL --z'�6 O N 114"X3-314"ELCO ULTRACON OR ULTRACON+CONCRETE SCREW- STEEL 456 2.86 4.598 4.552 O P #8 X1-1/2"PPH SMS STEEL cl T #10-16 PH SELF-DRILLING SMS(3 THREADS MIN.THRU STUD) STEEL J1 Tfn � m STEEL STUD MIN THICKNESS 0.056"(ASTM A653 GRADE 50,FY=50 080 1.688 1. 98 �. W X STEEL 1,91 Q z U KSI MIN.,FU=65 KSI MIN.) _ 1. 51 2. 68 O Ir 1A FRAME-2T PVC O Q •080.._ -06� .075-- W 1B FRAME-3i PVC .05`' -- .060 Q 2 J 2 .ADO-A-TRACK PVC 1 Z O I 3 GLA7JNG BEAD PVC O ___._:.... �_.�___.__....._..._.__ O ADD-A-TRACK O GLAZING O INTERLOCK 21 HOOKSTRIP 29 DOUBLE INTERLOCK(HOOKSTRIP) J J O p 4 FRAME CAP(JAMB COVER) PVC BEAD 5 INTERLOCK _ _ _ 6063-T5 C!S J p Q o G I SILL CAP(THRESHOLD) � � � 6063-T5 1.754 7 PANEL STILE/RAIL PVC 1 839-� 1.833 1.808� Z =a)m 9 ROLLER SUPPORT 6063-TS 1.85 W O =I 10 REINFORCEMENT(LOCK STILE.TOPIBTM RAIL) 6065-T5 1.08 1.00 0 O U 0- 255 1. 25 t .06 1. 25 .07 1. 25 O [r O L)a 11 FIXED PANEL SUPPORT 6065-TS 080 1 70 �.060 O v� 12 ROLLER TRACK 6063-TS r .C62J ` O X W p 14 HD REINFORCEMENT(INTERLOCK) ALUM f ' .056-� CO W z F- 15 ANTI-LIFT OUT BLOCK 6063-T5 Og ROLLER 11 FIXED PANEL Cl, ROLLER TRACK 15 ANTI-LIFT 22 HOOKSTRIP O FRAME CAP m w 1T STANDARD SILL RISER 6063-T5 SUPPORT SUPPORT FLANGE 18 SILL RISER CAP 6063-T5 ,87 219 HIGH DAM SILL RISER 6063-T5 6_ 21 HOOKSTRIP 6063-T5 .850 z 22 HOOKSTRIP FLANGE 6063-T5 O 23 MULLION(OFFSET BUTTSTILE) PVC 2.741---- 13 j13 411 ` .543 1.80 .6 24 REINFORCEMENT-MULLION(LARGEj 6063-TS �l� 1,52 .095 .130J 7.014 , W F 25 ROLLERASSEMBLY STEEL l�J O6 .321 08� 1125 1- U 26 REINFORCEMENT-MULLION(SMALL) 6063.T5 d D .10 I a 27 CORNER KEY PVC 24 REINF. 26 REINF. 18 SILL .543 i z Z) a 29 DOUBLE INTERLOCK(PANEL TO HOOKSTRIP) 6063/5 MULLION MULLION RISER O N W 30 LOCK AND HANDLE o --1 f3 CAP ©SILL CAP � N m 31 STRIKE PLATE - j U .Z) 39 SCREW COVER(HOOKSTRIP) PVC oQ� --1.293-- 1.303- .543 w m p 40 ASTRAGAL 6063-TS 5.fi0 41 WTSP,.187 x.290 Poly Fin E3 4. 00 X-1.74 42 WTSP,0.8125"x U.875"x 4"Fuzzy Patl(TOPfBTM RAIL) 08 �- ^070 ^07050 2,35 2 48 3. 35Q0 89 o DATE: 04/08/2020 SCALE: 10:1 .28 BY: E KOSS MULLION OPANEL THEAPPROVED WHITE,RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE 23 STILE/RAIL LOCK STILE, 14 INTERLOCK HO REINF. 2.81"TALL 19 SILL RISER 40 ASTRAGAL DRAWING#: PRODUCED BY EXTRUDERS'LICENSEES UNDER'AAMA CERTIFICATION PROGRAMS TOP/BTM RAIL w/CAP 4"TALL SGD6000LMI-56" FOR RIGID PVC EXTRUSIONS". wlCAP SHEET: 9 OF 9