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BCIS Site Map Links Search FITS COp` 11D _ 0117 Pro d Public User uct Approval ST.LUCIE COUNTY BUILDING DIVISION '':USER: REVIEWED F R COMPLIANCE REVIEWED BY Product Approval Menu>Product or Application Search>Application List>Application Detail 5 6 c��' • DATE /o � � E FL# FL31714-R1 PLANS AN[3'Fl�;�IIT IViUST�E KEEN ON JOB Application Type Revision OR NO INSPECTION WILL DE MADE, Code Version 2020 i Application Status Approved _j Comments RECEIVED Archived , • _ OCT 0 5 2021 Product Manufacturer (N _wSouth Window Solutions St.Lucie County Address/Phone/Email 10741 Crossroads Commerce Blvd. Permitting tampa,FL 33610 (813) 626-6000. 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 0 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 Validation Checklist-Hardcopy Received • Certificate of Independence FL31714 R1 COI Cert of Independence. IRd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/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 o 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 i Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL31714 RI II SGD600ONS Wide Panel NI HVHZ-SIGNED Approved for use outside HVHZ:Yes 'DRW.i}df 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 i Evaluation Reports performance information,anchorage details,and anchor type, Fi_31.714 R1 AE SGD6000NS Wide Panel NI HVHZ ENG size,and spacing information. EVAL.pdf Created by Independent Third Party: No 31714.2 SGD 6000/Models 6250,6350, Extruded Vinyl"Impact"Sliding Patio Door 6450&6550 Limits of Use i Installation Instructions Approved for use in HVHZ:Yes FL31714 RI 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 I 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. dfdf Created by Independent Third Party: No 31714.3 j::S:GD-�6000/Model 6500 j Extruded Vinyl"Non-Impact"Sliding Patio Door W __ ............................._.__.._.............,__..__.,,.,._.......___. _ _.__ ....__.. _ ._ _ ._.---.____............___ Limits of Use i Installation Instructions Approved for use in HVHZ: No ; Ft_31.714 RI II SGD600ONS NI-SIGNED DRW.pdf Approved for use outside HVHZ:Yes i Verified By: A.Lynn Miller,P.E.PE-58705 Impact Resistant: No i Created by Independent Third Party: No Design Pressure: N/A i Evaluation Reports Other:Please see the enclosed documents for product { Fi_31714 R1 AE SGD600ONS NI-ENG EVAI_.pdf performance information,anchorage details,and anchor type, Created by Independent Third Party: No size,and spacing information. 31714.4 SGD-6000/Model 6550 Extruded Vinyl"Impact'Sliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ:No i FL31714 RI II SGD600ONS LMI-SIGNED DRW.pdf Approved for use outside HVHZ:Yes Verified By: A. Lynn Miller,RE.PE-58705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Please see the enclosed documents for product FL31714 Ri AE SGD6000NS 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 j Installation Instructions Approved for use in HVHZ:Yes FL31714 R1 II SGD600ONS LMI HVHZ-SIGNED DRW.pdf Approved for use outside HVHZ:Yes Verified By:A.Lynn Miller,P.E.PE-S8705 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports Other:Please see the enclosed documents for product I 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. #lash -1 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 6W50 6000 SERIES, SLIDING PATIO DOOR, C F s th LARGE MISSILE IMPACT RESISTANT, t. RM .� - -S No:58705 . � . BYPASS, SINGLE OR DOUBLE EXTERIOR POCKET,ONS * a zU .. C. 1� 2020 yV U z y o a ,a 2, 3 & 4 TRACK CONFIGURATIONS srA1EOF � �w�� > s��� i� jD<ORfOp` ��`•. z o " 2 MODELS 6250, 6350, 6450 & 6550 GENERAL NOTES: 1)THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE(FBC) TABLE 3:INSTALLATION ANCHORS O INCLUDING THE"HIGH VELOCITY HURRICANE ZONE"(HVHZ).SEE FL31714. 0 ,� p Min. Min.Edge Min.On U) C 2)PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO BASE Anchor Type Substrate n Co Embedment Distance Center U) MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. w O 1l4"Elco Ultracon Concrete/CMU 1-3/8"' 1-1/8" 4" U' i=w 3)WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION,THIS PRODUCT COMPLIES WITH FBC and Ultracon+ U 2 z I SECTIONS 1609.1.2.R301.2.1.2,AND 1626 AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS #10 SMS Wood 1-318" 1-1/8" 1" Z z O O PRODUCTS MEETS MISSILE LEVEL"D"AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND FBC SECTIONS 0 U 1609.1.2.2 AND R301.2.1.2.1 AND ALSO COMPLIES WITH SECTION 1626(HVHZ). #10 SMS Steel Stud 056" 5!8" 1" a O o U) oa j 4)FOR2X STUD FRAMING CONSTRUCTION,ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN ANCHOR NOTES: fn _z FOR 2X BUCK MASONRY CONSTRUCTION. 1X BUCKS ARE OPTIONAL,IF USED,INSTALLATION ANCHORS WILL GO w O� N ', 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 W z= 0 MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. w J z O U w 5)SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING o Lu C D.. ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 2)CONCRETE ANCHOR LOCATIONS NOTED AS"MAX.ON CENTER"MUST BE CDz o :2 ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS, CD L¢ z H j TABLE 1P:DESIGN PRESSURES FOR PVB INTERLAYER ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE"MAX. } Design Pressure(+/-psf)-PVB INTERLAYER ON CENTER"DIMENSION IS NOT EXCEEDED, m w Frame DLO DLO Width 3)SHEET METAL SCREWS MUST PENETRATE A MIN.OF 3 THREADS THRU THE Height Height 33.438 39,438 43,438 46,200 47.438 49.438 51.438 STEEL STUD, z 80.000 67.825 60.0 -65.0 55.5 -65.0 53.1 -65.0 51.8 -65.0 51.2 -65.0 50.4 -65.0 49.7 65.0 1 TABLE 2:SILL RISER POS.(+)DP 00 84.000 71.825E47.7 -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 65.0 48.6 65.0 46.3 fi3.6 44.9 -61.8 44.4 ,-51.1 43.6 60.0 Water-Limited(+}Design Pressure NOTES: w A)IF WATER INFILTRATION RESISTANCE IS r �- 92.000 79.825 -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 v 95.500 83.325 -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 O DETERMINES THE WATER LIMITED(+)DP. z o D- TABLE 1S:DESIGN PRESSURES FOR SG INTERLAYER None 1.688" See Note B p c J Design Pressure(+/-ps17-SG INTERLAYER Standard 2.81" +50.0 psf B)IF WATER INFILTRATION RESISTANCE IS > U M High Dam 4" +60.0 psf NOT REQUIRED OR OVERHANG IS PER FIG 1, m o' Frame DLO DLO Width A SILL RISER IS NOT REQUIRED.IF SO, Height Height 1 33.438 1 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. ui N FIG 1 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 -62.21 OH LENGTH 84.000 71.825 60.0 -65.0 58.3 -64.8 55.7 -61.8 54.1 -60.2 53.5 -59.5 52.6 -58.5 1 51.8 -57.6 F GENERAL NOTES......................1 p `o = ....... 88.000 75.825 59.7 -65.0 54.6 -60.7 52.1 -57.9 50.6 -56.2 50.0 -55.5 49.1 -54.5 O CONFIGURATIONS............DOOR ASSEMBLIES INSTALLED WHERE DP&ANCHOR TABLES..... 1 .......2 � 92,000 79.825 56.3 -62.5 51.4 -57.1 48.9 -54.3 47.4 -52.7 46.8 -52.0 w THE OVERHANG(OH)LENGTH IS EQUAL = TO OR GREATER THAN THE OVERHANG SIZING TABLE...........................2 DATE: 04/08/2020 95.500 83.325 53.6 -59.6 48.9 -54.3 46.4 -51.6 45.0 -50.0 = O HEIGHT IS EXEMPTED FROM WATER SECTION VIEWS.......................3-4� INFILTRATION RESISTANCE. GLAZING DETAILS....................4 SCALE: NTS 2x BUCK ANCHORAGE.............5 BY: E KOSS FRAME ANCHORAGE............ .6-8 EXTRUSIONS...............................9 I 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 ki tlltl'.7 2P2T OX, --- XX,XXP,PXXP 3P2T OXO_and 3P3T XXX,XXXP X�1�1 1 r7�7r N cf BYPASS-FRAME WIDTH POCKET-FINISHED OPENING WIDTH \` �1GENS ��z: r N o BYPASS-FRAME WIDTH ' P 0 r o� R O m �oY3 ` No.58705 1 3 IF DLO WIDTH 4 DLOWIDTH 4 _ w =Uq �gw �y 10l1612020 t/J W Z v P a�'o sTA_.. Lu sTATE .......------ -'-'----... O� FfOtitP \�` � 2 ~o>m o=oo p, 3 3 3 3 3 3 3 ,/��! �Q�A :y�G `� a z w s ._ FRAME 3 3 FRAME 3 3 3 3 O HEIGHT HEIGHT 4 4_, 0 / 8 J DLO DLO % � m HEIGHT / HEIGHT �� 3 z U POCKET C7 O of w BY. N OTHERS Z U) p Ei m In V G O m CD ---'—'-' --- (n z _z o WEEPHOLES LOCATED j W �sOf M yj 2 WEEPHOLES LOCATED 4"ON EITHER m m 4"ON EITHER SIDE OF °- 4 SIDE OF INTERLOCKS WHERE SHOWN. 4 W j 1- 0 t�i INTERLOCKS WHERE SHOWN. ua 0 O V Q 4P2T OXXO,PXXXXP and 4P4T XXXX,XXXXP Qo O w c a ...._...__......__._.__.___._.____.._..._ POCKET-FINISHED OPENING WIDTH t BYPASS-FRAME WIDTH w m DLO WIDTH 4 O LL ! --- 0 2 2 __ 2 1 KS �- 7- 3 i 3 Q w FRAME 3 3 1 3 TABLE 3:PANEL DLO,FRAME/FINISHED OPENING WIDTHS pa U HEIGHT 5 5 Fiolshed Frame Width in z o a-- ..,. ...._ O c �8 CAnt9ufd2C#0 03.438 : 39$3B $3:438. �48:201 47'A3B 49.438 �ST.438 F) nl m DLO % ` 3 1P2T74' 39.58 A5.58" 49.58 52,34 53>55 W.5a 5Z58: > V D HEIGHT w m O POCKET 2PZTXD3 Qx?N 84,m0 98>Q¢i.._. 104.00 109,53 112=1 116.00 12gw of t- o BY 2Pzrw. 77.93 89,98 97.98 14;}.s0 105,98 109.98. 113i98 o 2P2T PAW, 77.50 99.50, 97.50 103.02 105:50 109.50 113 50 lL N OTHERS 3P2T OXO 128.32 146.32 155,32' 100:50 170:32 176,32 18232 Q sPMW 122.40 140.4a 152.40: 1so.s9 164AOI IM40 176A0 0 0 3P3TXIOSP 115.35 UU6 148.38! IK$51 158:38 154:38 170:38 if 4 4P2TORpCO' S08.34,. '.. 190,34' 208,34� 2tt:39 22234, :230:34 ;238:34 4P2TP 154.29 1I8.29 194.29; 205.34 21029' 218.28 228.28' DATE: 04/08/2020 WEEPHOLES LOCATED 4"ON EITHER 6 4P4T)M 15050 18-80 200,00. 211.85 21Q.so 2200 23180' SIDE OF INTERLOCKS WHERE SHOWN. 4 4P4TX00F 154,78 1 178.78 1 194.78 1 20553 1 210J8 1 218,78 s226..76 SCALE: NTS BY: E KOSS CONFIGURATION NOTES: DRAWING 9: 1) SINGLE EXTERIOR POCKET CAN BE EITHER LEFT OR RIGHT. 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. SGD6000LMI-56" SHEET: 2 OF 9 `,j 115111 Pf.fp�rJ, 1-3/16"MIN.EMS.TYP. SEE NOTE 1 SEE NOTE 2 ,� ,r,QLYNN _ 30�(10 7 14�I G K 5 K G 4 1 C X rT) �7 10 30 i K� 21 O r�i o m r )- ` i \ I �\ f CJ Y S 7 * No.58705 �._ t 1• / r( l� ''��'''g4. # a O ui m x o o s 10/16/ W z o z o z V vow �f ' o O l0) Y m J d' z W uj C 1��31 �41 �41 �H� 26 I `1 \ C�7 W 1-1/4"MIN.EMS.TYP. SEE NOTE 3 OU 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION g HORIZONTAL CROSS SECTION n o Q Z Oo O 3 2X BUCK CONSTRUCTION 3 INTERLOCK 3 STEEL STUD CONSTRUCTION 3 MULLION(OFFSET BUTTSTILE) cn SEE NOTE 5 J ~ O p U) w z cl 0- +- 1-3116"MIN.EMS.TYP. — +- 1-3/16"MIN.EMS.TYP. +— 1-1/4"MIN.EMS.TYP. W ¢ _V) 8� ,� 1 W F I-O (E� (B� iCj(1J �E) `J rC11 �E j(A�(�Jlry J cn o o U_ SEE NOTE 3 p � `*CL -` It ,M� ! 7 HORIZONTAL CROSS SECTION O O W w d ` i 2"MIN.EDGE - -- 3 ASTRAGAL �° Y p z ~ OPTIONAL�6-) DISTANCE 1 �T�STEEL STUD m W j 'D, 1-1/4"MIN.EMB.TYP. 22, (CONCRETE - lF WOOD Z (D) T `� ` --HOOKSTRIP SUBSTRATE OO F L�\ 29 ~(F y '`'-'A W HORIZONTAL CROSS SECTION / a V 1X BUCK CONSTRUCTION / / p O SEE NOTE 4 Z O a m N m 8 HORIZONTAL CROSS SECTION _ j O n 3 HOOKSTRIP W w m 0 -- uj 1-1/4"MIN.EMB.TYP. 1-1/4"MIN.EMS.TYP. q HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 1p HORIZONTAL CROSS SECTION 3 2X BUCK CONSTRUCTION \,jj 2X BUCK CONSTRUCTION 3 MASONRY CONSTRUCTION d SEE NOTE 5 i DATE: U4/OS/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) �27�' / 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. 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION,BUCK TO CONCRETE ANCHORS(IF USED)MUST BE AT LEAST 4"FROM PRODUCT INSTALLATION ANCHORS I DRAWING#: THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. - (4)SCREWS PER 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 t`�ttt 11111'/t(�J' _I 1:'NOM. ... � d 3/16"ANNEALED GLASS 0.090'SAFLEX PVB OR SG INTERLAYER--1-- DOW 983 \ � No.58705 � ° 2°w q 3/16"ANNEALED GLASS- BACKBEDDING Z r el E Ldw 3/8"AIR SPACE z 3/16"TEMPERED GLASS 10/16/2020 /,V� Q STATE OF t!/ fli c�i�= e R;OR 'l 7/8"NOM. ��/( 'DI�,I??OP���_.� Y CD "1 $W GLASS BITE —1 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION �r41F�lA4�'\0 ALUMINUM" 4 SPACER 2X BUCK CONSTRUCTION 4 2X BUCK CONSTRUCTION _ Fl t D- (F) F� F) Fl O SETTING BLOCK - - }� /✓ �-� �- O p CONFORMING TO -� FBC SECTION GLAZING DETAIL / ` i / F m C1 L J 2411.3.3.1. __ __-- - _ _ � -_ � v � w Z O w ! 1 VERTICAL CROSS SECTION J _ Z O p 4 2X BUCK CONSTRUCTION fi it A 11 Z 00 t II IJ (D) L r U) O o Q o ~ �F� /SEE SHEETS 6-8 U z O� El � � FOR ANCHOR TYPE w _ M Bj J BASED ON SUBSTRATE W Q j { DETAIL 1:ANCHOR to U O U S THRU ANTI-LIFT BLOCK0- SEE NOTE 1 ! ; o w w c Q T ; CD :+ Z r-H SEE NOTE 2 AND DETAIL 1 m w --40 U. TYP. 1 j z O 9•i U w ! TYP 7 O U nn n pp n n O SEE NOTE 1 �G—........ -- 12 Q Q ll fl Q 9 !1 N Lau (11 cn N m Lu ro O SEE NOTE 3of Jt' 0 N )SEE NOTE 3 -cj)SEE NOTE 3 0 0 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6- VERTICAL CROSS SECTION 4 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"AND 6"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 ROLLER TRACK. DRAWING# 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION.BUCK TO CONCRETE ANCHORS(IF USED)MUST BE AT LEAST 4"FROM PRODUCT INSTALLATION ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. SGD6000LMI-56" 5) DIRECT TO MASONRY APPLIES TO ALL FRAMES. SHEET: 4 OF 9 LYNIy4fi� o w 4:• '}�r w ova° rySw j * No.58705 71 a p W= o o k ' a iWYa "� a 10/16/2020 1 a STATE OF <Zl W W p�j w °x T. PEOR14> \�t z o> 00 MASONRY OPENING d 2 ---2X BUCK ct 4"O.C.TYP. °4"TYP.' �\ 4"O.C.TYP. 0 OF PANEL _I Q � ° 4 TyP. d \� Qi o � n2 (p�TYP. Z 00 coo 2X BUCK J e U) O Q Q °a z z O� W� -- O �_ W U � 0 `15"MAX. U) Z it LL Q O U c O.C.TYP. DOOR POCKET o 3 "2 i -----° m m z F [n W d a u- z w I � w IL 0 e Q L) ^ Q N W O N m W O] Q BUCK ANCHORAGE DETAIL �` o N I Q � 7t Q j DATE: 04/06/2020 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. L.. - ---- — - — —--- --- SHEET 5 OF 9— `�F�tt1111tY,r��J�� n L L L � 'vtCENS f�F <, r }N o o STILE STILE STILE a p 4"MIN.TYP. �- * No.58705 " 7t'' ui O LL o z C 4STYP. ;a =ULL ¢iwa 4"MIN.TYP. �' 2020 �-7 U z F 6"MAX.TYP. -- Q�^. STATE`GiF r w W` F W 'ice 'D�ORY9P �? j Z r's,•�ONAL.E 0d ADD-A-TRACK---------- Fxrers EM�Ors SEE NOTE 4\. ' 6"MAX.TYP. Q Q 6"MAX.TYP. cn m Z w � F�WOOD U J�� Z O O / _i`F CONCRETE p U U # ( 2X BUCK (L!2X BUCK F 2X BUCK / z 3:rn l STEEL STUD J of O a J)DIRECT TO MASONRY (�MM DIRECT TO MASONRY (j \J _`- Z 18"MAX. DIRECT TO MASONRY p o O.C.TYP. (M)1X BUCK (N)1X BUCK M 1X BUCK w z =m M ° + C�STEEL STUD J STEEL STUD <T)STEEL STUD W w LL 115'MAX. U) O U Q THRU LIFT BLOCKS TYP. HEAD&JAMB TYP, o O.C.TYP, HEAD&JAMB TYP. 14.5"MAX. o LL 1 O.C.TYP. � v z - --� m w SEE..._$._.. vi z 0 DOOR POCKET U r CJ)TYP. CJ)TYP. BY OTHERS w w G w 0 Y U � O z LL O c w N CO w m O K LL 0 ADD-A-TRACK N SEE NOTE 4 6"TYP. ¢ 0 EXTERIOR -� .))TYP. o `o rt CL r a STILE STILE STILE DATE: 04/08/2020 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 L L 1� V�!'iEN$�." /`�,A✓i'. W }N m O O STILE STILE z * No 58705 * - J J j a ZLuWD io°¢ 4"MIN.TYP. '� SYatEz FL0t w W v 6"MAX.TYP. -r '�- '%ORMP' �` z ~o> V o_ EXTERIOR a 'EXT_nERIOR '� / O V j 6"MAX.TYP.� V � / 0 0 _ 6"MAX.TYP. i / m z w O Lr n� J F WOOD z 00 1 CONCRETE Q J F 2X BUCK ( L)2X BUCK F'2X BUCK \ z 3 co / "--< `� ��T STEEL STUD J E O o 18"MAX. 7(DIRECT TO MASONRY \► DIRECT TO MASONRY (J)DIRECT TO MASONRY m Z 0 o O.C.TYP. �M)1X BUCK �N 1X BUCK M 1X BUCK W Z [Cn m y-1 ,Q = U M ° 1 '-�"'-" (�STEEL STUD (T"STEEL STUD CT STEEL STUD W w LL 11.5"MAX. ¢ O U c THRU LIFT BLOCKS TYP. HEAD&JAMB TYP. 14.5"MAX. C) LL CL CL O.C.TYP. HEAD JAMB TYP, d O.C.TYP. ccoo m Z Ia- T m w /21 SEE--$..- 0 Z O ��J TYP �)TYp DOOR POCKET BY OTHERS ~ � F G Z � U O 0.z o w O J I Cn N CD w m O c of LL 0 LLI N +— 6"TYP. 6"TYP. EXTE RIOR (J)TYP. o_ v 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. SGD6000LMI-56" 3) FOR BYPASS ANCHORAGE,DISMISS THE CLUSTERS NEAR THE POCKET(SHOWN ON RIGHT)AND REPLACE WITH END CLUSTERS(SHOWN ON LEFT) SHEET: 7 OF 9 i o STILE STILE STILE ' No.58705 a 00 - ox_ 4"MIN.TYP. Y -� - TP. a *� zwof � look 6"MAX.TYP. �— 18TATE W> OF 0 u. — °y5 O � a��� '°EQRt9P . E%1'ERIOR EXTERIOR I --►jll 6"MAX.TYP. a % oci 6" coMAX.TYP. / cn _ i I} � w I g Z 0 of 1 ` 0 Lu Z 0O 14"MAX. F J2X BUCK (L 2X BUCK �F)2X BUCK Z O.C.TYP. �S ` J Of 00 �'J)DIRECT TO MASONRY (11/1 DIRECT TO MASONRY (J JDIRECT TO MASONRY 0 z O " .._.._...._.._.._ U1 (M�1X BUCK �N 1X BUCK (�1X BUCK W Q co = (�STEEL STUD (�STEEL STUD b'l STEEL STUD W 0 of U. HEAD&JAMB TYP. THRU LIFT BLOCKS TYP. HEAD&JAMB TYP, o LL n. O U C. wCD CO N z pr i Y m w C9 Z O U '&TYP. (j)TYP. cn -z � Y d U � O a 4"MIN.TYP. -- 0 No J V1 N (n R LL C) 'cXTnER�IOR v O ILl N Cr CL �.J)TYP. o `o STILE STILE STILE 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. SGD6000LMI-56" SHEET: 8 OF 9 ITEM# DESCRIPTION BILL OF MATERIALS MATERIAL A 1X BUCK(SG-0.42) WOOD .50 .92 "� �V. .4,,. 2X BUCK(SG> 0 42) WOOD . . �yCEN$ l`� .f W }N o N R o B a 0 C 1/4"MAX SHIM SPACE - d 0 m S,°., o OY- D 1/4"X2-3/4"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEELJ * NO'68.0S O'er a MASONRY-3000 PSI MIN CONCRETE CONFORMING TO AC1301 OR .080 .05 1 88 .080 .05 1 88 * a z tL 6 i o o g E CONCRETE W a 0 0 1 C HOLLOW BLOCK CONFORMING TO ASTM C90 `CY L" K Z U 3 w a F #10 X2"PPH SMS STEELI ` �" 00��❑�O �Q 1STATE OF 0 (�(•,` J w W a z o i Z 0 G #8 X1'•PPH SMS STEEL T F�OR(pP 0 0 H #10 X2412"PPH SMS STEEL 6.81 �F%`,t i ""° ��'�" J p Z J 1/4"X2-114"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEEL 10NAt+ >>� K #8X1/2"PPH SMS STEELFRAME-2T 16 FRAME-3T y7r(f)lI.1T11s1 d L #10 X3••PPH SMS STEEL M 1/4"X 3-1/4"ELCO ULTRACON OR ULTRACON•CONCRETE SCREW STEEL 2.265 O N 1/4"X3-3/4"ELCO ULTRACON OR ULTRACON-CONCRETE SCREW STEEL .456 2.861 - 4.558 4.552 0 ' P #8 X 1-1/2"PPH SMS STEEL 1 T # -16 PH SELF-DRILLING SMS(3 THREADS MIN.THRU STUD) STEEL__ .080 1. 98 I U) J m W 1.88 DI STEEL STUD MIN THICKNESS 0 056"(ASTM A653 GRADE 50,FY=50 ' T Z X STEELL 1. 91 g Q U KSI MIN.,FU=65 KSI MIN.) 1. 51 2.(68 O D: 1A FRAME-2T PVC Q .08 •06� ,075— I (D UJI W 1B FRAME-3T PVC .05 .060 it (D Q -J 2 ADD-A-TRACK PVC Z OU OU 3 GLAZING BEAD PVC O 2�U 2O ADD-A-TRACK O3 GLAZING O5 INTERLOCK 21 HOOKSTRIP 29 DOUBLE INTERLOCK(HOOKSTRIP) J o O ❑ 4 FRAME CAP(JAMB COVER] PVC 5 INTERLOCK 6063-T5 BEAD U m Z O 0 6 SILL CAP(THRESHOLD) �L 6063-TS D'o W �i w m 7 PANEL STILE/RAIL PVC 1 833-- 1.833 1.608— FE Z 9 ROLLER SUPPORT 6063-T5 1,g5 W O j 0I�i 10 REINFORCEMENT(LOCK STILE,TOP/BTM RAIL) 6085-T5 1.08 0 U Q 255 ]25 .06 1.125 .O7 1. 25 O V) o_ 11 FIXED PANEL SUPPORT 6065-T5 -080 C6� 70 CD X W�Q 12 ROLLER TRACK 6063-T5 1 050� CO LLl Z r F- 14 HD REINFORCEMENT(INTERLOCK) _ _ ALUM { 15 ANTI-LIFT OUT BLOCK 6063-TS } Y. O9 ROLLER 11 FIXED PANEL 12 ROLLER TRACK 15 ANTI-LIFT 22 HOOKSTRIP O FRAME CAP m w 17 STANDARD SILL RISER 6063•T5 SUPPORT SUPPORT FLANGE 18 SILL RISER CAP 6063-T5 •87 /n 19 HIGH DAM SILL RISER 6063-T5 2 21 HOOKSTRIP 606345 LL .850 Z I b 1 10 p022 HOOKSTRIP FLANGE 6063-T5 2.4 ,13 543 1,80 -a23 MULLION(OFFSET BUTTSTILE) PVC 143 24 REINFORCEMENT-MULLION(LARGE) 6063-T5 152 09 1.0 W 25 ROLLERASSEMBLY STEEL '321 0 w 06 1256063-T526 REINFORCEMENT-MULLION(SMALL) F U 27 CORNER KEY PVC , j O 29 DOUBLE INTERLOCK(PANEL TO HOOKSTRIP) 606345 24 REINF. 26 REINF. 18 SILL •543 Z o 0. 30 LOCK AND HANDLE MULLION MULLION RISER O c W E3 CAP O SILL CAP w Do STRIKE PLATE - , U p 39 SCREW COVER(HOOKSTRIP) PVC oQ�J —1.293— 1.303 .543 w m ❑ 40 ASTRAGAL 8063-TS 5, fi0 _.. I 41 WTSP,.187 x.290 Poly Fin ---- ------� -- © 4. 00 —1,745— N 42 WTSP,0.8125"x 0.875"x 4"Fuzzy Pad(TOPIBTM RAIL) .090-- ^.070 ^070 Q .080 71Lij ❑ o Q 2. 50 2.(35 2. 48 3. 35 if Q 09 2. 89 i El Q DATE: 04/08/2020 SCALE: 10:1 BY: E KOSS PANELTHE APPROVED WHITE,RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE 23 MULLION O STILE/RAIL 10 ROCK STILE,EINF. REINF. SILL 17 2.81'TALLR 19 SILL RISER HIGH DAM40 ASTRAGAL INTERLOCK DRAWING# PRODUCED BY EXTRUDERS'LICENSEES UNDER•AAMA CERTIFICATION PROGRAMS TOP/BTM RAIL w/CAP 4"TALL SGD6000LMI-56" FOR RIGID PVC EXTRUSIONS", w/CAP SHEET: 9 OF 9 I