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HomeMy WebLinkAboutFL27914_R2_II_SS - 2400ST SGD (LMI) DWG 21-21F 2020 4ft Ll N ( � N h y J ,.,.'..,. M (Q z Lu Sol N a (3 � pm 0 Lu L Q LI)Lu h } m o a. < Tq nn( Lnn o = zJ S z0 ' O m Z F W C G^ J 00 O O °O to O M N 0 O SERIES-2400ST ALUMINUM SLIDING GLASS DOOR X SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. N J w USING CHARTS ON SHEETS 3 SELECT ANCHOR OPTION (1/4" MAX. SHIM) WITH DESIGN RATING MORE THAN DESIGN Q J LOADS REQUIRED. N V) a-) M g r`' °° LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR o M U' J CHARTS (HEAD & SILL) WILL APPLY TO ENTIRE SYSTEM, N O z u.- WHEN SHIM AT JAMBS EXCEED 1/4", LOWER DID FROM GLASS, w Z = M ANCHOR CHART (HEAD/SILL ON SHEET 3) OR JAMB CHART (SHEET 6) E U ou') " SHALL CONTROL FOR ENTIRE ASSEMBLY SYSTEM. v LLJ Ln DOORS MUST COMPLY WITH EGRESS REQUIREMENTS AS APPLICABLE PER FBC. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ia TO THE BUILDING STRUCTURE. L U ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. FL #27914 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 3/31/2021 > o COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A- RESPONSIBLE FOR THE SELECTION, PURCHASE AND CONTRACTOR TO BE RESPB ®o®®\\\9i �►a®®®�®® L c REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. \,`OBN�� O� oto FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF Ili®,8922$ PO o I WATER INFILTRATION RESISTANCE ETC. ALTERED BY ANY MEANS. ° CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) o Y AND TO BE REVIEWED BY BUILDING OFFICIAL. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ®- > DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ®°O Q F _ drawing no. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE i MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION SPECIFIC DRAWINGS FOR REVIEW. ®® °° ° ® % 21 —21 F IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF LABELING TO COMPLY WITH SECTION 1709.9.2. THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ®®O \\\\�® sheet 1 of 1 Q ►►Og 194 1/4" MAX. i I DOOR FRAME WIDTH CLUSTER OF ANCHORS N AT MTG. STILE & INTERLOCK 5" 2 1/2" AT 2-1/2" O.C. m cv FALSE MUNTIN cy 5.. 2 1/2" MAX. TYP ONE SHEET 3 HEAD NCHOR CHARTS OPTIONAL _ c01q Z 2 1/2" MAX. CLUSTER OF HEAD ANCHORS HEAD/SILL A C ---,\\ FOR QUANTITIES N a HEAD/SILL CHARTS ON SHEET 3 CORNERS �� �� ice/ CL - o CORNERS jSEE FOR QUANTITIES \\_ — � m° 0 cN X w LL! Q I I ti 0lH -- > M o ---- li-- — m 0 a. a a Qw � II V) 0 (n z Lu _ � 0 N OR a N Z M Q w � aC W Wow x cn o Q ir E1 0 E F G o\ 00 _ = 00 N C� it m M v tO w \ w \ 2 II of C w = N _ O �i-------- O C) a0 X = QO V' N C7 M Q O J CO J —��-------- t0 Q W \ - w N \ _ O r7 z O II N u] a m W x 2 I I 0 o z o O II CD fr a 27 I I o X O I I J F- --------i�------- cn J w II N it U) 't Q � m L p 00 I CDn I N 0 _1 m 2, 3 OR 4 ANCHORS I I 0 Z '3 AT 2-1/2" O.C. 04 w Z = 0 AT FRAME SILL I Fr u O :2 (SEE ANCHOR CHART SHEET 3) I li LJ Lv LO Q `� II r7 LF,-j II B D 44 5/8" 44 5/8' �2 1/22"" :2m w c FREE STANDING JAMB OPTION W/O SIDE JAMB ANCHORS D.L. OPG. D.L. OPG. TYP. N a jh Z 0 (120" MAX. DOOR FRAME HEIGHT USING ITEMS #35 OR #36) 2 1/2 �v 50 1/4" NOM. 4, 6 OR 8 ANCHORS PANEL WIDTH 50" NOM. NP' AT MTG. STILE & INTERLOCK to ai PANEL WIDTH AT 2-1/2" O.C. SEE SILL ANCHOR CHART ON SHEET 3 TYPICAL ELEVATION FOR CAPACITY(LOWER CAPACITY OF HEAD OR SILL MAY CONTROL) TESTED UNIT (OXXO) � a� 0 0 W eeeellllll/®®®' _ � FA ® IIVY®. IIc 63 O \ ~ DAYLITE OPENINGS: "O N V U DLO WIDTH = FIX. PANEL WIDTH — 5.625" ®O °° S drawing no. DLO WIDTH = OPER. PANEL WIDTH — 5.375" DLO HEIGHT = FRAME HEIGHT — 5.500" ®� °"°, ALTERNATE SIZE UNITS: 3/31/2021 21 -21 F ®®®�� O `° ��e®®® �° e� 0 PANEL HEIGHT = FRAME HEIGHT — 1.875" TESTED FRAME AREA OF 178 SQ. FT. FL #27914 ®®® II eel sheet of DESIGN LOAD CAPACITY - PSF ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKSCD PANEL WIDTH DOOR 9/16" GLASS 1 2400ST-038 1 FRAME HEAD 6063-T6/6005-T5 - NOMINAL FRAME HEIGHT :M N INCHES INCHES EXT.(+)/INT.(-) 1A 2400ST-018 1 ALT. FRAME HEAD 6063-T6 - 1 30 131.0 2 2400ST-039 1 FRAME SILL 6005-T5 - Lo � j 36 131.0 2A 2400ST-010 1 ALT. FRAME SILL 6005-T5 - 1- M N Q 42 96 131.0 3 2400ST-042 2 FRAME JAMB 6063-T6 - Q N a 48 131.0 3A 2400ST-001 2 ALT. FRAME JAMB 6063-T6 - p O` C p 54 117.8 4 2400ST-008 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - > N 60 106.0 4A 2400ST-069 1/MOV. PANEL ALTERNATE MOVING HORIZ. BOTT. RAIL 6063-T6 - � N U. 30 131.0 5 2400ST-009 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063-T6 - 0 N M 36 131.0 R 6 2400ST-006 1 MOV. PANEL TOP MOVING RAIL 6063-T6 ri - 42 102 131.0 7 2400ST-007 1/FIX. PANEL TOP FIXED RAIL 6063-T6 - CY 0 M p 48 131.0 8 2400ST-004 1/FIX. PANEL JAMB FIXED STILE 6063-T6 - in 1p 54 1 117.8 m 9 2400ST-002 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - N (A p N 30 131.0 Q 10 2400ST-037 1/ PANEL INTERLOCK 6005-T5 - LU w L C 36 108 131.0 11 2400ST-005 1 MEETING STILE 6005-T5 - �i z � 42 131.0 � 12 2400ST-012 1 THRESHOLD FILLING TRACK (LENGTH = OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 - z M Q w 48 131.0 Q� uj 41 O 13 2400ST-011 - SILL TRACK ANCHOR 6005-T5 - 30 131.0 U 13A - 4/ CLIP 1/4-20 X 3/4" LG. SOCKET HEAD CAP SCREWS ST/ST - 36 114 131.0 Q 14 2400ST-019 1 HEAD ADAPTER (LENGTH = OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 - 42 131.0 00 D z 15 2400ST-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 4" LONG) ALUMINUM AT EACH END v In 48 131. tn 0 0" 15A 2400ST-031 3 SILL TRACK PLATE (5-1/4" X 1/4" X 9" LONG) ALUMINUM AT INTERLOCK/ASTRAGAL STILES �o 1 (J1 N O ao 30 131.0 M 16 2400ST-032 - MTG. RAIL THRESHOLD SEAL 6063-T5 6" LONG cK)o 36 119-1 2 131.0 Q O 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS - - U) �n /42 131.0 (D Cn 18 V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE cg M s 48 131.0 Q= 19 WV-2310 - FLAP WEATHER SEAL VINYL WIBORG o F- a X 30 120.0 Z 20 V-026 - BULB W'STRIPPING VINYL FP-198 PROTOTYPE N J w W 36 120 120.0 = 21 W31265NK - FIN PILE W'STRIPPING - ULTRAFAB J F- N J U) 42 120.0 Ld � 22 Q250X270 - Q-LON W'STRIPPING - SCHLEGEL (n 48 120.0 24 V-020 AS READ. GLAZING GASKET (9/16" IMPACT GLASS), DUROMETER 75t5 SHORE A VINYL WV-1429 WIBORG Np Q `t co _1 30 120.0 Li- M26 PR03-6005 2/MOV. PANEL TANDEM PLASTIC WHEELS IN METALLIC HOUSING - DUAL ROLLERS cIv 0 � � `O 36 120.0 = � 1 OZu` in 126 F- O 26A PR03-6000 2/MOV. PANEL TANDEM WHEEL ASSEMBLY ST. STEEL INTERLOCK Nui 42 120.0 2� p 27 - 1 STANDARD MORTISE LOCK ST. STEEL INTERLOCK F 48 120.0 � 0 � W � Q cir 28 - 1/LOCK LOCK KEEPER, AT 41-1/2" FROM BOTTOM PLATED STEEL INTERLOCK I- 3 120.0 p Q 366 120.0 29 - - DOOR BUMPER - 1" DIA. X 3/4" LONG � � 42 132 120 0 LiF 30 2400ST-040 AS REQD. INSIDE SCREEN TRACK 6063-T6 - ch 48 120.0 O O 31 #10 X 1-1/2" 2/ PANEL PANEL ASSBY. SCREWS ST/ST - Z 1.1 J 32 #10 X 1" 2/ CORNER FRAME ASSBY. SCREWS - - 33 - 2 4-1/4" X .060" X 6" LONG PLATE ALUMINUM AT FRAME JAMB BOTTOM 34 - - 5/8" X 1-1/2" X .1" PLATE © LOCK STILE BOTTOM ALUMINUM FASTENED W/ #8 X 3/8" FH SMS o 1/4" HEAT STREN'D GLASS 35 2400ST-071 1 FREE STANDING JAMB (FIX. SIDE) 6005-T5 36 2400ST-072 1 FREE STANDING JAMB (OPERABLE SIDE) 6005-T5 .090" Interlayer SentryGlas By 'Kuraray America, Inc.' LOCK: SEALANTS: 1/4" HEAT STREN'D GLASS SURFACE MOUNT METALLIC HANDLE AT 41-1/2" FROM BOTTOM ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND FASTENED TO LOCK STILE WITH HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SILICONE (2) #8 X 1/2" FH SMS WHITE/ALUM COLORED SEALANT. 0 L DOWSIL 995 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK > 2_ N 41-1/2" FROM BOTTOM `��1111111111 � g FASTENED TO LOCK STILE WITH ®®® Q�° F49, 0- � Ij I (2) #10 X 1" FH SMS ®®°pde, OD®®®® 04 Qr' M ® EAI O it SURFACE MOUNT METALLIC KEEPER AT 41-1/2" FROM BOTTOM i CA FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH M 24 m No.6922� o W i;jl j (3) #8 X 3/4" PH SMS [�. ill dI W NOTE: GLASS CAPACITIES ON THIS SHEET ARE sT °°° ,��® drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) 3/31/2021 ®A��°° °� Oe ° �0®®® 21 -21 F FLORIDAAND GLAZING DETAIL DECLARATORY STATDEIM NG EN COMMISSION DCA05 DEC-219 FL #27914 ®°i 'e/ll 11® sheet 2 of 10 DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) DESIGN LOAD CAPACITY - PSF (SILL ANCHORS) ANCHORS TYPE `A' ANCHORS TYPE `B' ANCHORS TYPE `C' ANCHORS TYPE `D' - N 2 ANCHORS 3 ANCHORS 4 ANCHORS 5 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS 2 ANCHORS 3 ANCHORS 4 ANCHORS 1 AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE AT FREE Z 0 N STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMB STAND. JAMBI STAND. JAMB STAND. JAMB STAND. JAMB M Z 4 ANCHORS 6 ANCHORS 8 ANCHORS 10 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 8 ANCHORS Lu (4 QI AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. a a STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS v 0 ` 0 O PANEL WIDTH DOOR PANEL WIDTH DOOR M v NOMINAL FRAME HEIGHT EXT. (+) EXT. (+} EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. + EXT. + EXT. + '"° Ce! NOMINAL FRAME HEIGHT ( ) ( ) ( ) INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT_ (-) INT. (-) INT. (-) INCHES INCHES INT. (-) INT. (-) INT. (-) d h x 30 115.6 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 30 131.0 131.0 131.0 36 96.3 131.0 131.0 131.0 122.3 131.0 131.0 130.3 131.0 131.0 36 122.3 131.0 131.0 0 � L � 42 96 82.6 123.9 131.0 131.0 104.9 131.0 131.0 111.7 131.0 131.0 42 96 104.9 131.0 131.0 NOTE: Cf O O 48 72.3 108.4 131.0 131.0 91.8 131.0 131.0 97.8 131.0 131.0 48 91.8 131.0 131.0 1• ANCHOR CAPACITY BASED ON MAX. 1/4" SHIMS " - n OD 54 64.2 96.3 117.8 117.8 81.6 117.8 117.8 86.9 117.8 117.8 54 81.6 117.8 117.8 AT HEAD/SILL AND JAMBS. N O N 60 57.8 86.7 106.0 106.0 73.4 106.0 106.0 78.2 106.0 106.0 60 73.4 106.0 106.0 2• FREE STANDING JAMB (W/O SIDE JAMB ANCHORS) u U. i LIMITED TO 120" MAX. SPAN. Lu tt) - o 30 108.8 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 30 131.0 131.0 131.0 Z 09 s C7 36 90.7 131.0 131.0 131.0 115.1 131.0 131.0 122.7 131.0 13 cU 1.0 36 115.1 131.0 131.0 M. F 42 102 77.7 116.6 131.0 131.0 98.7 131.0 131.0 105.1 131.0 131.0 42 102 98.7 131.0 131.0 48 68.0 102.0 131.0 131.0 86.4 129.5 131.0 92.0 131.0 131.0 48 86.4 129.5 131.0 _ 54 60.4 90.7 117.8 117.8 76.8 115.1 117.8 81.8 117.8 117.8 54 76.8 115.1 117.8 30 102.8 131.0 131.0 131.0 130.5 131.0 131.0 131.0 131.0 131.0 30 130.5 131.0 131.0 00 36 108" 85.6 128.4 131.0 131.0 108.7 131.0 131.0 115.9 131.0 131.0 36 108" 108.7 131.0 131.0 0 LO 00 42 73.4 110.1 131.0 131.0 93.2 131.0 131.0 99.3 131.0 131.0 42 93.2 131.0 131.0 0 n 48 64.2 96.3 128.4 131.0 81.6 122.3 131.0 86.9 130.3 131.0 48 81.6 122.3 131.0 N 30 97.3 131.0 131.0 131.0 123.6 131.0 131.0 131.0 131.0 131.0 30 123.6 131.0 131.0 M 36 114 81.1 121.7 131.0 131.0 103.0 131.0 131.0 109.8 131.0 131.0 36 114 103.0 131.0 131.0 0 x 42 69.5 104.3 131.0 131.0 88.3 131.0 131.0 94.1 131.0 131.0 42 88.3 131.0 131.0 V) J w 48 60.8 91.3 121.7 131.0 77.3 115.9 131.0 82.3 123.5 131.0 48 77.3 115.9 131.0 J N _ 30 92.9 131.0 131.0 131.0 117.9 131.0 131.0 125.6 131.0 131.0 30 117.9 131.0 131.0 ¢ 4 36 77.4 116.1 131.0 131.0 98.3 131.0 131.0 104.7 131.0 131.0 36 98.3 131.0 131.0 N 119-1/2 119-1/2 CD 42 66.3 99.5 131.0 131.0 84.2 131.0 131.0 89.7 131.0 131.0 42 84.2 131.0 131.0 0 J m 48 58.0 87.1 116.1 131.0 73.7 126.4 131.0 78.5 117.8 131.0 48 73.7 126.4 131.0 1 0 Z L- 30 92.5 120.0 120.0 120.0 117.4 120.0 120.0 120.0 120.0 120.0 30 117.4 120.0 120.0 36 77.1 115.6 120.0 120.0 97.9 120.0 120.0 104.3 120.0 120.0 36 97.9 120.0 120.0 vWi M F 120 120 42 66.1 99.1 120.0 120.0 83.9 120.0 120.0 89.4 120.0 120.0 42 83.9 120.0 120.0 48 57.8 86.7 115.6 120.0 73.4 110.1 120.0 78.2 117.3 120.0 48 73.4 110.1 120.0 30 88.1 120.0 120.0 120.0 111.8 120.0 120.0 119.2 120.0 120.0 30 111.8 120.0 120.0 36 73.4 110.1 120.0 120.0 93.2 120.0 120.0 99.3 120.0 120.0 36 93.2 120.0 120.0 126 126 42 62.9 94.4 120.0 120.0 79.9 119.8 120.0 85.1 120.0 120.0 42 79.9 119.8 120.0 48 55.0 82.6 1 110.1 120.0 69.9 104.9 120.0 1 74.5 111.7 120.0 48 69.9 1 104.9 120.0 c 30 84.1 120.0 120.0 120.0 106.8 120.0 120.0 113.7 120.0 120.0 30 106.8 120.0 120.0 0 36 70.1 105.1 120.0 120.0 89.0 120.0 120.0 94.8 120.0 120.0 36 89.0 120.0 120.0 132 132 th 42 60.1 90.1 120.0 120.0 76.3 114.4 120.0 81.2 120.0 120.0 42 76.3 114.4 120.0 a) 48 52.5 78.8 105.1 120.0 66.7 100.1 120.0 71.1 106.6 1200. 48 66.7 100.1 120.0 rn c a� 0 0 NOTE: ®®``1,IIIII/®®®�® � o SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. ®®® p� FAQ °®s USE CHART ON THIS SHEET TO DETERMINE HEAD OR SILL ANCHOR CAPACITIES. ®®e�QM°d ® a LOWER DESIGN PRESSURES FROM GLASS, HEAD OR SILL ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM WITH 1/4" MAX. SHIM (HEAD/SILL/JAMB), M ®`89223 WHEN SHIM AT JAMB EXCEED 1/4" THE JAMB CHART (SHEET 6) SHALL CONTROL FOR THE ENTIRE ASSEMBLY. w a s SEE SHEET 5.1 FOR ANCHOR DESCRIPTION v u t ® Q o ®�O 8TA� °° 2q® drawing no. 3/31/2021 21 -21 F FL #27914 ®®®� o �� ®�® sheet 3 of 10 U " CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY N SEE SHEETS 5 & 6 FOR FRAME ANCHOR INSTALLATIONS. r lL j 6f I.-, 2 M H Q FRAME WIDTH RAT HEAD A C 12 AT SILL w O ` c v N > u: x V- Lu ri _ ® M O w E -- - n Q a aFQ w a w L D --- - --- tJ N 0 Ouj N z sr; ® 0 OX(SHOWN) EXTERIOR 0 XO Z M ro FRAME WIDTH 14 AT HEAD J lkf 12 AT SILL p A C o to cn V) 0 F r� w F- a 70 w w w E a - N Jw -- ° J cf Q _,. N --- - ----- - --- - --- N a1 LO no N d M00 OXO EXTERIOR `i O w Z _- M U 0 Lu V) W g FRAME WIDTH 14 AT HEAD 12 AT SILL A C iD - c F G F o w E c� v L-- --J pill > B D --- - --- --- - - - --- - --- ----- --O ----- OXXO EXTERIOR 2 .T o APPROVED CONFIGURATIONS ee'i'te > o LL (4 PANELS OR LESS) ®®®®�D� FAq, °®® c VIC�R :e a T _ Q ® No.81223 o 1 o s O U �0 ST B IF drawing no. 3/31/2021 ®�� ° ° °° ° ®®®,�°o°°° � 21 -21 F FL #27914 °® ama ee`®�®° sheet 4 of 1pjj TYPICAL ANCHORS 1 BY OR 2BY c- t- WUCIN CLUSTERS (OODEE BBCKKNOTE SHEET 1) 0 MTG. STILE & INTERLOCK ENDS N SEE HEAD ANCHOR SCH. TYPICAL ANCHORS I AT SHEET 3 FOR QUANTITIES IN CLUSTERS w m N 4 ® MTG. STILE & INTERLOCK ENDS M a ° SEE HEAD ANCHOR SCH. I M z EDGE DIST, ° ° a e ° w w a AT SHEET 3 FOR QUANTITIES EDGE DIST. N d '6V ° CL V 0 O CONCR 3 KSI MIN a e d °a d o ° Q M U AT HEAD > IN wW a 21. 1 h X X u•I 4-I 20 cy 0 - M III II! 0 L 0 20 LU � LL N III s` III W N Q w M W �i) lid I 14 II I I ( 00 III III � I III III I � � 1 0 LO III (II j I I�I I O ro II. .II I I1 II p � III III j III 1 N il. it I I I g O III III I I � III III I � M 0 1 I 0 I o x C=9 = d Qi J U W lai N W m JOf E-+ ji ij i a0 H a0 � F N N W o I I ! I 33 N Ij! ¢ Uj `n W I!. .II I W z W W N 1 W l I I p ao - - ------------- O O I [n I I N N U J �° o III I I I 1 I III I I I O I I I N M 1 w Z II II I I I I I � W Q III III I I I III I � r7 I I I I I I I 34 II III III I j j III III j I ICI III 12 I I III I it a i o u i WEEPS: li! 2 i li it i W1 = 2-1/2" WEEP NOTCH AT SILL CENTER 4A 4 I ICI ( I.:_ i III: 0 71 W2 = 1" NOTCH AT EACH END ii ii; I I I o 6 26 I iil hi I l Gi I I 1 I _ I I 30 I I c� B I I I I O I I I II III I I I I I III 13 I III III I 2 I I 5 I I I J I I I •- I I � c � 13A 2 coN XX -- - ------ > HIGH STRENGTH \ x x%11 111111 - A10N SHRINK . . . . . . . . . . . . . . . . . . . ° ®®`®\D� �Q ®�®® POURED & HARDENED ®®a �r_.°.°°°°#7�0 ° d a. . n a GROUT 5000 PSI MIN. ° °. . . . ..a ._a ® ®�EN�'� CJ®o II o N x CQMCRETE 3 KSI MIN. a �I¢ d 19 ° NOT BY 'TECNOGLASS' AT SILL ° EDGE DIST. (�®,���23 o " ~ a W1 MUST TRANSFER SHEAR ° e ° ° . d T W2 cv LOADS TO STRUCTURE ° n SEE NOTE e ( o m o Y CONCRETE 3 KSI MIN.AT S o �® V m v U TYPICAL ANCHORS 4 OR 6 ® MTG. STILE ®��°° ST P �® drawing no. & INTERLOCK ENDS 3/31/2021 21 -21 F SEE SILL ANCHOR SCH. AT SHEET 3 FOR CAPACITY FL #27914 /11 \\ sheet cj of 10 TYPICAL ANCHORS IN CLUSTERS TYPICAL ANCHORS ® MTG. STILE & INTERLOCK ENDS IN CLUSTERS METAL = SEE HEAD ANCHOR SCH. AT © MTG. STILE & INTERLOCK ENDS STRUCTURES cI SHEET 3 FOR QUANTITIES SEE HEAD ANCHOR SCH. AT (SEE SPEC BELOW) co N ___________ __ _______________ SHEET 3 FOR QUANTITIES z CO h m r-------------- ------------� ch �Q z cq F.B.C. j g c`o I I APPR'D MULLION I I p. ai m II SEE SEPARATE APPROAVIL II EDGE DIST. p O�V p O I1 (SEE SPEC BELOW) � I W N M v 1 1 W W Q I I m 1- u N cr 0 ` mm O d 0. 4 H w \ SJ? � � w x Z ® cv w _ u. tp Z Vf - O i 05 �? z c 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY 'TECNOGLASS' 00 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANDElf U) " TRANSFER THEM TO THE BUILDING STRUCTURE. o O 00 o co cn L M TYPICAL ANCHORS: SEE El FOR SPACING X —AT HEAD — N (� w L, TYPE 'A'— ],/4" X 2-3/4" KWIK—CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI} m _j Of THRU 1 BY OR 2BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. CONCRETE EMBEDMENT ( F- N rn u� (n ,,- m TYPE 'Ill1(4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) �o _] m DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT I O z LL- TYPE 'C'- 1Z4" DIA. TEKS OR SELF-DRILLING SCREWS (GRADE 5 Cl I U p M INTO METAL STRUCTURES OR APPROVED MULLIONS cWi� M F (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS w ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) —AT SILL — TYPE 'D'— 1/4" DIA, KWIK—CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) — DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT o L AT JAMBS — 1/4" X 2-3/4" KWIK—CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) THRU 1BY BUCKS INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBEDMENT INTO CONC. OR GROUT-FILLED BLOCKS 1/4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) I o a INTO 2BY BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD ®®eeeg111►1®®®®'® �' /4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) ®®®®��17'� °. FQ�fQO®®® N _ DIRECTLY INTO CONCRETE OR BLOCKS ® �Q°°°e,\Olto ° ® n o 2" MIN. EMBEDMENT INTO CONC. OR GROUT-FILLED BLOCKS I TYPICAL EDGE DISTANCE _® I N a No.81223 ®_ o 1/4" DIA. TEKS OR SELF—DRILLING SCREWS (GRADE 5 Cl I INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO METAL STRUCTURES OR APPROVED MULLIONS INTO WOOD STRUCTURE = 1" MIN. o� , �® (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS INTO METAL STRUCTURE = 3/4" MIN. ® o ALUMINUM: 1/8- THK. MIN. (6063-T5 MIN.) I WOOD AT HEAD OR JAMBS SG = 0.55 MIN. 3/31/2021 �T F° drawing no. STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ®®®�� ° 6 °°��D®®® 21 -21 F (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED C-90 FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FL #27914 '®®® fee®` i_— pr' ��e sheet 5.: of 00 METAL STRUCTURE PANEL WIDTH I w D.L.O. 14 AT HEAD N I O 10 12 AT SILL O 11 ea N 8 21 k m � z M ` z w N Q N .....----- '� N o iJ M -- — ------- —.—. — -- — -- -__. -_- ---- ----- _ _----- --------._. _ uj W Q - 0 uVI) r 0 vq 21 cr c M o L ® 'H Lu r — — —- - --- - L. o - - - — - . gM 29 -- ------ 0 ----O ----\ -- -- ----------i w m F 3 9 TYPICAL ANCHORS — SEE ELEV. J 00 13 FOR SPACING 'n 1/2" MAX. SHIM D.L. OPG. 918 of SEE CHART I BELOW PANEL WIDTH 1/2" MAX. SHIM p FOR LIMITATIONS SEE CHART v> DOOR FRAME WIDTH BELOW N FOR LIMITATIONS M PANEL WIDTH TYPICAL ANCHORS EXTERIOR U w x< SEE ELEV. D.L.O. cn J W FOR SPACING /(4) 1/4-20 X 3/4" M.S. J Of AT 1-1/4" O.C. ~ CV Q N N g V) LO o _____ •a CD N 0 � J 0 Z 0 _-_ _- _ _ w Z _- U0 � TYPICAL ANCHORS N W J 4 SEE ELEV. FOR SPACING d-. ALTERNATE TO ° 9 JAMB FIXED STILE 21 a (n w _ .ap O r------- o w v 0 ai 4'� a. v • JAMB ANCHOR CAPACITY WITH SHIM > 1/4" p F DOOR FRAME WIDTH -� � (n LIMIT MAX. DESIGN LOADS AS SHOWN E3 a e FOR DOORS WITH 1/2" AND 3/8" SHIMSLd @ I E 811 1/2" SHIMS 3/8" SHIMS FA p w o PANEL WIDTH mom® od w w} NOMINAL EXT. (+) EXT. (+) o ��°°° ®C��4,�+�"^° ° p ® �� a Ito NCHES INT. (-) INT. z04 v m(n EXTERIOR 30 131.0 131.0 No.81223 ®_ o � " T o 36 120.0 131.0 o � m m Q V Y 42 102.9 131.0 NOTE: SILICONE 0 DOWSIL 790 48 90.0 114.8 THIS CHART TO BE USED IN CONJUNCTION WITH HEAD/SILL �n ST `o��® drawing no. ANCHOR CAPACITY (SHEET 3), ®�°° ° 1/2" MAX. SHIM 54 80.0 102.0 LOWER DESIGN PRESSURE FROM GLASS, HEAD/SILL ANCHOR 3/31/2021 ®®�� ` ® @ 0D®®m 21 -21 F SEE CHART 60 72.0 91,8 OR JAMB ANCHOR CHART SHALL CONTROL THE ENTIRE ®�® °O°° ®�® FOR LIMITATIONS SYSTEM. FL #27914 ®®® 1 if L, (sheet 6 of 1 I— I N I ON 1-1 M Z tv a Ow Q Q � � 0 0 0, O j N Lu 21 w W Q �L -- --- - 1Ad L-- 0, U}MN ALT. I I i i S f 20 ALT. i i I i "I I I Ra: Q Q a c z O N z O m ill Ili ��) Ili Z M _j I I j,l III I III III co jll Ilj � jll Ili = I to CD ;il (jl I I,I li; O M 0 ALT. N I I I I ap i! 'i i p 21 M AV CD w X ;I V) J W w J of 04 II II II II _ _ - -- _j (n - I ' - - -- ----------r r ---- -- I. - - - - - — 00 II II i I I Il. ii � � � J10 Oz I 1 O I 1� Iii 1 j jl j w Z M ' I�l III I I III III w Lil Ln Q — w I III III I I I ! �;I Ij� I r-- I�I ICI 12 II �� 2 --- 20 I I I 1 r7 C-, 1 4A 4 ill l,i I I� 'd jl. 0 3A 'O 11 G I I, 2A I II I II l In O 6 26 I - O ALT. I I 1 1 I I� Gll ALT. U'I II 5 C i h II I 11 o-_n 11 II EXTERIOR O I II 111 , Ii II ^ I II II II II II N 13 I I it I I 4 / I I 11 II II ,I II N I III III I� II II I I i II II �I c If O __ In 15 �O� p� FA W1 a I 4 a W2 No.81223 0 ILLUSTRATED ALTERNATE DOOR FRAMES THIS SHEET SHOWS ALTERNATE DOOR FRAMES WITH OUTSIDE SCREEN OPTION. 00� S1A� ® �C9�® drawing no. HEAD/SILL/JAMB INSTALLATION FOR THESE FRAMES IS IDENTICAL TO 3/31/2021 ®s®�� °°� ® �c,��m 21 —21 F STANDARD FRAMES INSTALLATION AS SHOWN ON SHEETS 5 AND 6. FL #27914 ®a® � Irv®® sheet 7 of 11DO 9916 V 5.499 .187 2.235 2. .0 062 1.906 078 78 _N 46 N 1.913 1.475 � yQ' 1.875 .188 1.812 1.375 .250 1.175 Z C Q 1.613 x! CD I 125 062 3 1.723 Q : a . TYP. I 500 a a ` ML O P: L LLI .1 7�I L.344 1.234 uj w 2.085 2.806L > N X 2 8Li-1.718- 374 a H ua5.016 L1.569 HEAD ADAPTER SILL ANCHOR ' � N ry 1 FRAME HEAD m 3.000 2.684 M a F.078 O FIX, TOP RAIL O MOV. TOP RAIL ® � 5.016 250 0 N N o to .187 � Z � � 1.718 1.569 Z C4 � � u1m a 1.764 1.564 r F a .10 � c� tD Q � .125 � � � 188 1.812 2.647 .500 .500 w ~ 2.254 -T 7 2.274 4.562 2.594 2.378 2.313 00 2.085 2.806 9 LOCK STILE O60 1.396 .070 L0 O I 0 00 6.066 1.906 -T M co O .243 1.768 .860 I cNn o 1A ALT. FRAME HEAD 1.254 L1.374A (D "' X � � Q 5.562 1.674 N J W � J � 2.531 .078 ~ N 860 1.913 11 MTG. STILE FIX. BOTTOM RAIL O MOVING BOTTOM RAIL Q 156 � rn to N g � � � 1.684 1.684 � o to 1.569 .156 `� O Z tL 125 3.375 w Z TYP. 2.750 a' U .250- -1 .500 cWn W Q 10 INTERLOCK 2.187 1.768 �- 2.216 1.792 587 1.125 2.313 1.474 .070 4.562 4.872 4.574 .090- L 1.564 860 .090 O L0 FRAME SILL TYP. 2.647 1.374 2.635 L v 5.562 U' 1.000 1.076 4A ALT. MOVING BOTTOM RAIL FIXED STILE a O 1.076 8 2.520 o a O FRAME JAMB 3A ALT. FRAME JAMB O 3.375 ®®® -.125 .250 � o�p�° Fq�00 0®®® N .062 °°�,�CE6��°�°°°,° O ® to11 a 2.688 m No.81223 O N a F T .687 1.584 o e m m o ° O Y 4.872 _ 437 �p 5.687 3/31/2021 ®�O ` � "� drawing no. 2.498 ®®®���°° ° ® ®® 21 -21 F 2A' ALT. FRAME SILL 12 THRESHOLD FL #27914 ®®o®® 1 ®®�®'` sheet 8 of 10 1.684—�j �1.684 .313 I .313 N I P* 0 N 125 .125 0 Z co �p Q Lu 090 w U 0 O N m v 1.939 w w 2.635 re m 1- U M 6.380 6.380 d >M Q o d .090 w h V) O cC u Z J Lu 3.174 1.792 ! 2 ® M � ZO ID wm � r .674 .313 .313 LO LO Ix IN-4 Sx IN I Ix IN-4 Sx IN-3 pOD I 13.025 4.031 13.336 L4.051 0 n FREE STANDING FRAME JAMB FREE STANDING FRAME JAMB U M 35 FIXED SIDE 36 OPERABLE SIDE c� 0 X J U W IQi N J W J lt� 04 N g � � 00 O M O � (I 0 Z E 1 35 W Z M N w � a 8 21 a U L U N a � c -- a C N 0 v T) r-- 04 to 35 ' ® i fE a 21 No.8122� MIN. & MAX. MIN. & MAX. GAP GAP GAP MAX. FRAME SEE CHART EXTERIOR SEE CHART SILICONE HEIGHT MINt3/ ®� �® \—DOWSIL 790 ®��°°°°° sT F °°.^��!® drawing no. DEPTH = 3/8" MIN. 84" 7/1 3/31/2021 ®® �S °° �1 0 ® 21 -21 F FREE STANDING JAMB FREE STANDING JAMB120" 1/2 ®® ®o® FIXED SIDE OPERABLE SIDE FL #27914 ® „ ��`�� sheet 9 of 10 V F- � N "o, cp N 32 31 M Q O O O O W M N X ta7 i,u Q U i1y � L �+ � > m o Lja: o to N LU z _5 � v7e o 3 � 0 "3 � w � aW- i PANEL TOP CORNER J co O FRAME TOP CORNER (D po FRAME TOP CORNER U) 1 0 r� cD i m X Jw N U j w 31 —1 o 04 _ Q � � (n V)CD d i 0 g co Oz ' w Z - � UO2 " N W � g i c 0 CL U N N PANEL BOTTOM CORNER 0 FAA Ir ® PLO.81223 ®_ o C14 mom ° ohm O Y 32 ° ®n ST F drawing no. 32 FRAME BOTTOM CORNER 3/31/2021 ®®��`°° , °�� 21 -21 F i ®s ° ��®® FRAME BOTTOM CORNER FL #27914 ®l/ I ' %%\®0® sheet lQ of IO