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HomeMy WebLinkAboutFL27914_R2_II_SS - 2400ST SGD (LMI) DWG 21-21F 2020SERIES-2400ST ALUMINUM SLIDING GLASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USING CHARTS ON SHEETS 3 SELECT ANCHOR OPTION (1/4" MAX. SHIM) WITH DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS (HEAD & SILL) WILL APPLY TO ENTIRE SYSTEM, WHEN SHIM AT JAMBS EXCEED 1/4", LOWER DID FROM GLASS, ANCHOR CHART (HEAD/SILL ON SHEET 3) OR JAMB CHART (SHEET 6) SHALL CONTROL FOR ENTIRE ASSEMBLY SYSTEM. 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 DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3/31/2021 FL #27914 A— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B—THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C— SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D— THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. I N ( z cc� IA N h � &, Qt J Z M (Q Z L C4 Q N 0_ a. Q :2 f3 C, 0 tii CN XM >N Q Lai Lu In M p 'A 0LnQ 05ZJ N Lj ' 0 W C` G^ F N N O M m X J (� w U- cn I w N N CD M 1 O z u.- W_ Z M U L0 v N W Ln Q F— pq sheet 1 of 2 1/2" MAX. CLUSTER OF HEAD ANCHORS HEAD/SILL SEE CHARTS ON SHEET 3 CORNERS --FOR QUANTITIES H 2 2 W w a- S O O Q - O W ' J : 0 Qfr d O 0 5" 3: OR 31 E1 2, 3 OR 4 ANCHORS AT 2-1/2" O.C. AT FRAME SILL (SEE ANCHOR CHART SHEET 3) k, III,% FREE STANDING JAMB OPTION W/0 SIDE JAMB ANCHORS (120" MAX. DOOR FRAME HEIGHT USING ITEMS #35 OR #36) DAYLITE OPENINGS: DLO WIDTH =FIX. PANEL WIDTH - 5.625" DLO WIDTH = OPER. PANEL WIDTH - 5.375" DLO HEIGHT =FRAME HEIGHT - 5.500" PANEL HEIGHT = FRAME HEIGHT - 1.875" 2 1 /2" MAX. HEAD/SILL CORNERS S w _ cc w \ N : ro Q O w M O O 194 1/4" MAX. DOOR FRAME WIDTH CLUSTER OF ANCHORS 2 1/2" AT MTG. STILE & INTERLOCK 5" AT 2-1/2" O.C. TYP. SEE HEAD ANCHOR CHARTS ON SHEET 3 A - C ,--- ---, FOR QUANTITIES II II II II ---- n II II E F G II it II II 27 II II II I I II II II II it II j II II II I04 II � II II B D II II ' 44 5/8" D.L. OPG. 50 1 /4" NOM. PANEL WIDTH ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED TESTED FRAME AREA OF 178 SQ. FT. 44 5/8" D.L. OPG. 50" NOM. uJ cy z u. Ld 0 mg 00 m 00 cn cn 0 --- V w N I _FALSE MUNTIN OPTIONAL N 2 M U w N a '- o a �JYv�}p = F � Z J N to �Q � =w � t/j - O _ cod— � v) H 2 2 � NI- - H (n J \ W d� _ x¢ cn � O — \ J � 0 M v � _ � Off I � � M Q O J v _ o M X J w � J � N Q � � `n (n � d- alo O rr� 0 — N � � —1 cp I In 0 _ w Z ' r�) 11 1 \ I 1 1 1/ I / � I I I ,• 2 1 /2" I I � m � w L21 ���III TYP. iv a � NP' 4, 6 OR 8 ANCHORS AT MTG. STILE & INTERLOCK to PANEL WIDTH AT 2-1/2 O.C. SEE SILL ANCHOR CHART ON SHEET 3 TYPICAL ELEVATION FOR CAPACITY TESTED UNIT (OXXO) (LOWER CAPACITY OF HEAD OR SILL MAY CONTROL) o ®® o 9pp��l�o��°° ® Ili9®.89223 o o ui ai a 0 ® �O STAT �2�® drawing no. 3/31 /2021 ��1� `°°°� °°`�o�� FL #27914 ®® 21-21 F sheet 1. 1 of 1 0 CD I v :M N I 00 N n J 1- M (9 Z W C Q cv o a. Gi m 0 o 0 Lu N N UJI ut 0 F, U. ap .. pa. Q eii �_ NItFr.1 a L?L Z t0 e O �. CS W t4 z M w uj � O F S O Z - z00 -' In .. tn (/] m p alo CS M Q O U) o (D Vl g M ca X N J W Q W H = J � W _ J ¢ N �Q � O � � co L� tM I'd- 0 � J � 1 O 0 W Z M F U v W cn 0 X � u7 g OQ O W ch p p Z W J c o_ 1/4" HEAT STREN'D GLASS Interlayer .090" 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 (2) #8 X 1 /2" FH SMS WHITE/ALUM COLORED SEALANT. o SILICONE 0 > DOWSIL 995 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK � z N 41-1/2" FROM BOTTOM g FASTENED TO LOCK STILE WITH `��1111111111 ®®® Q�° F49, � � Ij I (2) #10 X 1" FH SMS ®®°pde, 00 ®®®® 04 I I!I ENs�°°°° i O it SURFACE MOUNT METALLIC KEEPER AT 41-1/2" FROM BOTTOM i FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH m No. �22� M o CA W 24 i; jl j (3) #8 X 3/4" PH SMS m [�. ill dI W NOTE: 8T drawing GLASS CAPACITIES ON THIS SHEET ARE ®�O�°°° ,��® no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) °°° 3/31/2021 ®A��°° °� Oe ° �0®®® 21-21 F RIDA NG COMMISSION GLAZING DETAIL DECLARAAND TORY STATDEIM STATEMENT DCA05 DEC-219 FL #2"7914®°i 'e011 11® sheet 2 of 10 DESIGN LOAD CAPACITY - PSF PANEL WIDTH NOMINAL INCHES DOOR FRAME HEIGHT INCHES 9�16" GLASS EXT.(+)/INT.(-) 30 36 42 48 54 60 96 131.0 131.0 131.0 131.0 117.8 106.0 30 36 42 48 54 102 131.0 131.0 131.0 131.0 1 17.8 30 36 42 48 108 131.0 131.0 131.0 131.0 30 36 42 48 114 131.0 131.0 131.0 131.0 30 36 42 48 119-1/2 131.0 131.0 131.0 131.0 30 36 42 48 120 120.0 120.0 120.0 120.0 30 36 42 48 126 120.0 120.0 120.0 120.0 30 36 42 48 132 120.0 120.0 120.0 120.0 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 2400ST-038 1 FRAME HEAD 6063-T6/6005-T5 - 1A 2400ST-018 1 ALT. FRAME HEAD 6063-T6 - 2 2400ST-039 1 FRAME SILL 6005-T5 - 2A 2400ST-010 1 ALT. FRAME SILL 6005-T5 - 3 2400ST-042 2 FRAME JAMB 6063-T6 - 3A 2400ST-001 2 ALT. FRAME JAMB 6063-T6 - 4 2400ST-008 1/MOV. PANEL MOVING HORIZ. BOTT. RAIL 6063-T6 - 4A 2400ST-069 1/MOV. PANEL ALTERNATE MOVING HORIZ. BOTT. RAIL 6063-T6 - 5 2400ST-009 1/FIX. PANEL FIXED HORIZ. BOTT. RAIL 6063-T6 - 6 2400ST-006 1/MOV. PANEL TOP MOVING RAIL 6063-T6 - 7 2400ST-007 1/FIX. PANEL TOP FIXED RAIL 6063-T6 - 8 2400ST-004 1/FIX. PANEL JAMB FIXED STILE 6063-T6 - 9 2400ST-002 1 JAMB FIX. STILE/LOCK STILE 6063-T6 - 10 2400ST-037 1/ PANEL INTERLOCK 6005-T5 - 11 2400ST-005 1 MEETING STILE 6005-T5 - 12 2400ST-012 1 THRESHOLD FILLING TRACK (LENGTH = OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 - 13 2400ST-011 - SILL TRACK ANCHOR 6005-TS - 13A - 4/ CLIP 1/4-20 X 3/4" LG. SOCKET HEAD CAP SCREWS ST/ST - 14 2400ST-019 1 HEAD ADAPTER (LENGTH = OPNG. WIDTH BETWEEN FIXED PANELS) 6063-T6 - 15 2400ST-031 2 SILL TRACK PLATE (5-1/4" X 1/4" X 4" LONG) ALUMINUM AT EACH END 15A 2400ST-031 3 SILL TRACK PLATE (5-1/4" X 1/4" X 9" LONG) ALUMINUM AT INTERLOCK/ASTRAGAL STILES 16 2400ST-032 - MTG. RAIL THRESHOLD SEAL 6063-T5 6" LONG 17 #10 X 1/2" 2 WEATHERSTRIP FASTENERS - - 18 V-027 - BULB W'STRIPPING VINYL FP-712 PROTOTYPE 19 WV-2310 - FLAP WEATHER SEAL VINYL WIBORG 20 V-026 - BULB W'STRIPPING VINYL FP-198 PROTOTYPE 21 W31265NK - FIN PILE W'STRIPPING - ULTRAFAB 22 Q250X270 - Q-LON W'STRIPPING - SCHLEGEL 24 V-020 AS READ. GLAZING GASKET (9/16" IMPACT GLASS), DUROMETER 75t5 SHORE A VINYL WV- WIBORG 26 PR03-6005 2/MOV. PANEL TANDEM PLASTIC WHEELS IN METALLIC HOUSING - DUAL ROLLERS 26A PR03-6000 2/MOV. PANEL TANDEM WHEEL ASSEMBLY ST. STEEL INTERLOCK 27 - 1 STANDARD MORTISE LOCK ST. STEEL INTERLOCK 28 - 1/LOCK LOCK KEEPER, AT 41-1/2" FROM BOTTOM PLATED STEEL INTERLOCK 29 - - DOOR BUMPER - 1" DIA. X 3/4" LONG 30 2400ST-040 AS READ. INSIDE SCREEN TRACK 6063-T6 - 31 #10 X 1-1/2" 2/ PANEL PANEL ASSBY. SCREWS ST/ST - 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 35 2400ST-071 1 FREE STANDING JAMB (FIX. SIDE) 6005-T5 - 36 2400ST-072 1 FREE STANDING JAMB (OPERABLE SIDE) 6005-T5 - DESIGN LOAD CAPACITY - PSF (HEAD ANCHORS) PANEL WIDTH NOMINAL INCHES DOOR FRAME HEIGHT INCHES ANCHORS TYPE 'A' ANCHORS TYPE `B' ANCHORS TYPE 2 ANCHORS AT FREE STAND. JAMB 3 ANCHORS AT FREE STAND. JAMB 4 ANCHORS AT FREE STAND. JAMB 5 ANCHORS AT FREE STAND. JAMB 2 ANCHORS AT FREE STAND. JAMB 3 ANCHORS AT FREE STAND. JAMB 4 ANCHORS AT FREE STAND. JAMB 2 ANCHORS AT FREE STAND. JAMB 3 ANCHORS I AT FREE STAND. JAMB 4 ANCHORS AT FREE STAND. JAMB 4 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 10 ANCHORS AT MTG. STILE ENDS 4 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 4 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS EXT. (+) INT. (-) EXT. (+} INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT_ (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 115.6 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 36 96.3 131.0 131.0 131.0 122.3 131.0 131.0 130.3 131.0 131.0 42 96 82.6 123.9 131.0 131.0 104.9 131.0 131.0 111.7 131.0 131.0 48 72.3 108.4 131.0 131.0 91.8 131.0 131.0 97.8 131.0 131.0 54 64.2 96.3 117.8 117.8 81.6 117.8 117.8 86.9 117.8 117.8 60 57.8 86.7 106.0 106.0 73.4 106.0 106.0 78.2 106.0 106.0 30 108.8 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 131.0 36 90.7 131.0 131.0 131.0 115.1 131.0 131.0 122.7 131.0 131.0 42 102 77.7 116.6 131.0 131.0 98.7 131.0 131.0 105.1 131.0 131.0 48 68.0 102.0 131.0 131.0 86.4 129.5 131.0 92.0 131.0 131.0 54 60.4 90.7 117.8 117.8 76.8 115.1 117.8 81.8 117.8 117.8 30 102.8 131.0 131.0 131.0 130.5 131.0 131.0 131.0 131.0 131.0 36 108" 85.6 128.4 131.0 131.0 108.7 131.0 131.0 115.9 131.0 131.0 42 73.4 110.1 131.0 131.0 93.2 131.0 131.0 99.3 131.0 131.0 48 64.2 96.3 128.4 131.0 81.6 122.3 131.0 86.9 130.3 131.0 30 97.3 131.0 131.0 131.0 123.6 131.0 131.0 131.0 131.0 131.0 36 114 81.1 121.7 131.0 131.0 103.0 131.0 131.0 109.8 131.0 131.0 42 69.5 104.3 131.0 131.0 88.3 131.0 131.0 94.1 131.0 131.0 48 60.8 91.3 121.7 131.0 77.3 115.9 131.0 82.3 123.5 131.0 30 92.9 131.0 131.0 131.0 117.9 131.0 131.0 125.6 131.0 131.0 36 119-1/2 77.4 116.1 131.0 131.0 98.3 131.0 131.0 104.7 131.0 131.0 42 66.3 99.5 131.0 131.0 84.2 131.0 131.0 89.7 131.0 131.0 48 58.0 87.1 116.1 131.0 73.7 126.4 131.0 78.5 117.8 1 131.0 30 92.5 120.0 120.0 120.0 117.4 120.0 120.0 120.0 120.0 120.0 36 120 77.1 115.6 120.0 120.0 97.9 120.0 120.0 104.3 120.0 120.0 42 66.1 99.1 120.0 120.0 83.9 120.0 120.0 89.4 120.0 120.0 48 57.8 86.7 115.6 120.0 73.4 110.1 120.0 78.2 117.3 120.0 30 88.1 120.0 120.0 120.0 111.8 120.0 120.0 119.2 120.0 120.0 36 73.4 110.1 120.0 120.0 93.2 120.0 120.0 99.3 120.0 120.0 42 126 62.9 94.4 120.0 120.0 79.9 119.8 120.0 85.1 120.0 120.0 48 55.0 82.6 110.1 120.0 69.9 104.9 120.0 74.5 111.7 120.0 30 84.1 120.0 120.0 120.0 106.8 120.0 120.0 113.7 120.0 120.0 36 132 70.1 105.1 120.0 120.0 89.0 120.0 120.0 94.8 120.0 120.0 42 60.1 90.1 120.0 120.0 76.3 114.4 120.0 81.2 120.0 120.0 48 52.5 78.8 105.1 120.0 66.7 100.1 120.0 71.1 106.6 120.0 NOTE: SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE. USE CHART ON THIS SHEET TO DETERMINE HEAD OR SILL ANCHOR CAPACITIES. LOWER DESIGN PRESSURES FROM GLASS, HEAD OR SILL ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM WITH 1 /4" MAX. SHIM (HEAD/SILL/JAMB), WHEN SHIM AT JAMB EXCEED 1/4" THE JAMB CHART (SHEET 6) SHALL CONTROL FOR THE ENTIRE ASSEMBLY. SEE SHEET 5.1 FOR ANCHOR DESCRIPTION DESIGN LOAD CAPACITY - PSF (SILL ANCHORS) PANEL WIDTH NOMINAL INCHES DOOR FRAME HEIGHT INCHES ANCHORS TYPE `D' 2 ANCHORS AT FREE STAND. JAMB 3 ANCHORS AT FREE STAND. JAMB 4 ANCHORS AT FREE STAND. JAMB 4 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 60 96 1 131.0 131.0 131.0 122.3 131.0 131.0 104.9 131.0 131.0 91.8 131.0 131.0 81.6 117.8 117.8 73.4 106.0 106.0 30 36 42 48 54 102 1 131.0 131.0 131.0 115.1 131.0 131.0 98.7 131.0 131.0 86.4 129.5 131.0 76.8 115.1 117.8 30 36 42 48 108" 130.5 131.0 131.0 108.7 131.0 131.0 93.2 131.0 131.0 81.6 122.3 131.0 30 36 42 48 114 1 123.6 131.0 131.0 103.0 131.0 131.0 88.3 131.0 131.0 77.3 115.9 131.0 30 36 42 48 119-1/2 117.9 131.0 131.0 98.3 131.0 131.0 84.2 131.0 131.0 73.7 126.4 131.0 30 36 42 48 120 117.4 120.0 120.0 97.9 120.0 120.0 83.9 120.0 120.0 73.4 110.1 120.0 30 36 42 48 126 111.8 120.0 120.0 93.2 120.0 120.0 79.9 119.8 120.0 69.9 104.9 120.0 30 36 42 48 132 106.8 120.0 120.0 89.0 120.0 120.0 76.3 114.4 120.0 66.7 100.1 120.0 NOTE: 1, ANCHOR CAPACITY BASED ON MAX. 1 /4" SHIMS AT HEAD/SILL AND JAMBS. 2. FREE STANDING JAMB (W/O SIDE JAMB ANCHORS) LIMITED TO 120" MAX. SPAN. ®`111111II/®®®/ 04 lac Q No. 81223 sue° ohm ®� ° �® V N V .'l 00 r ko M m J M Z a 0`o a O LLJ M d h x U (8} Cf m o 0ME 1- op 2 0 0 N Z O CY uj LL is z N - o m 0(DQ W w a) J 00 of L0 o 0 00 o cn V M c� X J (� w J w 0' N JQ 4 N N Q m CD J 0 1 O w Z E- UL� N W Lc)g F- M g F D U drawing no. 3/31/2021 ®®®��s�° 1 o�, 21-21 F FRAME WIDTH E a B D OX (SHOWN) XO FRAME WIDTH ALLI , . I OXO FRAME WIDTH F G F a � B D OXXO APPROVED CONFIGURATIONS (4 PANELS OR LESS) LA Mum CA I LNIVR EXTERIOR CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY SEE SHEETS 5 & 6 FOR FRAME ANCHOR INSTALLATIONS. ®`°®dad° • °FQ�o�® _ICER9�� : INo.81223 ®_ nn 3/31 /2021 ®��°° •° off® FL #27914 '®°® Oama eef U" I w N I r Z Z M T 0 Q a a Q C U Lz! M > LJ :01 Lj q-I ® M O and °a Q 0 OP a) N0 � XZ_ N ua = LL si o z Q U Lu did ro 00 o tO o o a ,to, L0 � � � M o L, x J (� w V) w J Cf N V) a) U) N d M I O v O � N (, J 1 OzI`"3 _W Z M U � v � W Ln Q J � :2 - N co Cy I W M � o I O U t U drawing no. 21-21F sheet 4 of 10 N TYPICAL ANCHORS IN CLUSTERS 0 MTG. STILE & INTERLOCK ENDS SEE HEAD ANCHOR SCH. AT SHEET 3 FOR QQUANTITIES u V. e W 1 CONCRETE 3 KSI MIN. W2 AT SILL 1BY OR 2BY WOOD BUCK (SEE BUCK NOTE SHEET 1) HIGH STRENGTH f4ON SHRINK POURED & HARDENED GROUT f'C = 5000 PSI MIN. NOT BY 'TECNOGLASS' MUST TRANSFER SHEAR LOADS TO STRUCTURE EDGE DIST. e e CONCRETE 3 KSI MIN.a e .a AT HEAD I r 9 0 W H fsl Ee N X4 r------------ I I I I I I I I I I I I i I I i I I I I I I I I I I I TYPICAL ANCHORS IN CLUSTERS ® MTG. STILE & INTERLOCK ENDS SEE HEAD ANCHOR SCH. AT SHEET 3 FOR QUANTITIES a e Q o a. Q e a a o N z w w cr ate........................ . ...-.. .. ... Q CQMCRETE 3 KSI MIN. e e . _ a . AT SILL Q EDGE DIST. e ° e n ` SEE NOTE 04 TYPICAL ANCHORS 4 OR 6 ® MTG. STILE & INTERLOCK ENDS SEE SILL ANCHOR SCH. AT SHEET 3 FOR CAPACITY WEEPS: W1 = 2-1/2" WEEP NOTCH AT SILL CENTER W2 = 1 " NOTCH AT EACH END V c- 0 N ko n z M z C Q � C4 a CL ­4 a Q O 0 O L LLJ W Q H W cy m 0 2®d'A a tr zo cv 99 Lu :3 LL z n o _ M .d�¢ j Qwa�� i LO LO Elf L) O O °D m o L,X J () w N J w m J Of N O J M CDJ 0 N C7 �i J I O W Z M F U Of Lf) F- - c 0 U m U) c aD 2 v ® ® N o ® _ ® I to cy 04Ir (No.81223 0 \ O U L ® �O ST E �: drawing no. ® A% ° � 3/31/2021 21-21 F FL #27914 °®®®/� � „ \\�``® sheet 5 of 1 C 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY 'TECNOGLASS' MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING — AT HEAD — TYPE 'A'- 1/4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. CONCRETE EMBEDMENT TYPE 'B'- 1(4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT TYPE 'C'- lZ4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES OR APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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 — 'D'- 'HILTI' TYPE 1/4" DIA, KWIK-CON II+ BY (Fu=138 KSI, Fy=137 KSI) — DIRECTLY INTO CONCRETE, 2" MIN. EMBEDMENT AT JAMBS — 'HILTI' 1/4" X 2-3/4" KWIK-CON II+ BY (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) INTO 2BY BUCKS OR WOOD STRUCTURE 1-1/2" MIN. PENETRATION INTO WOOD /4" X 2-3/4" KWIK-CON II+ BY 'HILTI' (Fu=138 KSI, Fy=137 KSI) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBEDMENT INTO CONC. OR GROUT -FILLED BLOCKS 1 /4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES OR APPROVED MULLIONS (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 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) TYPICAL ANCHORS IN CLUSTERS ® MTG. STILE & INTERLOCK ENDS SEE HEAD ANCHOR SCH. AT SHEET 3 FOR QUANTITIES r--------------- r--------------4 i I F.B.C. I APPR'D MULLION �I SEE SEPARATE APPROAVL I� (SEE SPEC BELOW) II II I ____ x W TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 1 WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS IN CLUSTERS © MTG. STILE & INTERLOCK ENDS SEE HEAD ANCHOR SCH. AT SHEET 3 FOR QUANTITIES EDGE DIST. METAL STRUCTURES (SEE SPEC BELOW) Q U) ® No. 81223 o 0 ohIF o� 3/31 /2021 s���•• � a .•�o��® 8FL #2791 c� I N I z CO h m e° M Z Z La 2 C tv a a. is m oN�m o w W W Q U V) Ci > M 0 cl op m U) 0 I It Z cv LU = u. gay U. Lu Vf o ro z F) w ul Gr a- J 00 Elf ul O I o °O c� M t0 o x Jw Ll (0 J F- Q V) N rn u, C3 g�M00 o r) CD c � O�� 1 0 L 2 W Z M U0�" LLIN W � Q 1- M g F c 0 CIL V N N c m o a 0 0 N I If to I N of M \ H O m d O V Y v m v r V drawing no. 21-21F sheet 5.1of 10 METAL STRUCTURE PANEL WIDTH D.L.O. 14 AT O �1 10 12 AT SILL O TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 U -------- — --- -- ----------- 2s O O 3 9 13 1/2" MAX. SHIM D.L. OPG. 16 18 SEE CHART BELOW PANEL WIDTH FOR LIMITATIONS DOOR FRAME WIDTH EXTERIOR /(4) 1 /4-20 X 3/4"M.S. AT 1-1/4" O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING E��I= M"1 o � 4 w p w 0 w} Qf z 4 00 Om ALTERNATE TO JAMB FIXED STILE Ij EXTERIOR SILICONE DOWSIL 790 1/2" MAX. SHIM SEE CHART FOR LIMITATIONS JAMB ANCHOR CAPACITY WITH SHIM > 1 /4" LIMIT MAX. DESIGN LOADS AS SHOWN FOR DOORS WITH 1/2" AND 3/8" SHIMS PANEL WIDTH NOMINAL INCHES 1/2" SHIMS 3/8" SHIMS EXT. (+) INT. (-) EXT. (+) INT. (-) 30 36 42 48 54 60 131.0 131.0 120.0 131.0 102.9 131.0 90.0 114.8 80.0 102.0 72.0 91.8 PANEL WIDTH D.L.O. DOOR FRAME WIDTH NOTE: THIS CHART TO BE USED IN CONJUNCTION WITH HEAD/SILL ANCHOR CAPACITY (SHEET 3), LOWER DESIGN PRESSURE FROM GLASS, HEAD/SILL ANCHOR OR JAMB ANCHOR CHART SHALL CONTROL THE ENTIRE SYSTEM. 1/2" MAX. SHIM SEE CHART BELOW FOR LIMITATIONS R-Arl 3/31 /2021 FL #27914 N I � N Z M Z ',.....,,. L'i Q N 2 0 0 u ww u51)r u� 0'MO �C Iz z o wZ)L Lu o �oM c W M L F TYPICAL ANCHORS — SEE ELEV. J 00 FOR SPACING 'O LO O I O OD � M U) U) J M c.� X N Uw u- J Lu Of N V) �n V) d I 0 g 00 7ig I :a 1,'. 0 N 1 � J co OZ n - W Z -v 4 N F- M 4'. aL d' o w c� oap c O cl C O � FA� ®® o��QCf-�J v%cENeqe� O�p 1 II o J ® ED '- O No.81223 0 04 Q � 0 sT ^ o��® drawing ®o�o�, no. ®®®® 21-21 F I,�®®®®�® sar sheet 6 of 10 CA ALT C Al C Al ILLUSTRATED ALTERNATE DOOR FRAMES THIS SHEET SHOWS ALTERNATE DOOR FRAMES WITH OUTSIDE SCREEN OPTION. HEAD/SILL/JAMB INSTALLATION FOR THESE FRAMES IS IDENTICAL TO STANDARD FRAMES INSTALLATION AS SHOWN ON SHEETS 5 AND 6. O Al T EXTERIOR �� • pp�f�N�� kO No. 81223 m � e O o, DOS s 3/31 /2021 FL #27914 F- I N I o 00 04 04 _ lCj J Lu W a N a 00 O W N M W W Q u (h r �LLIa ��m 0 QQ e V) (n 0 0: Z _5 N � .Z) LL a z u7 _ m s —02 0t0d_ J Lu�� X J () w Ll J LLi Q V)N � L0 c) M I O 4 M M N I 0 W Z M LU U u v LU N aJJ Lr) Q W F— � � F N 2 of � n o I N _ 0 \ ~ ® _ T o O Y ® drawing no. 21 _21 F sheet 7 of 1 O V c- 2.062 1 1.906 .078 � 078 N 00 N 1.475 y 1.875 .188 1.812 1.913 1.375 1M <9 z Nu 250 .175 'Cy a TYP .0622 1.613 1.723 .500 00 v JLLIv F=-- 2.085 2.806 E 2.187 �I .344 Ll.234 uj W Q > N X Li- 374 G H u 5.016 �' = M O14 HEAD ADAPTER 13 SILL ANCHOR 1.718L 1.569 a N 1 FRAME HEAD 5.016 F.187 1. .125 188 1.812 2.254 2.085 2.806 LOCK STILE 6.066 1A ALT. FRAME HEAD A 5.499 187 2.235 O FRAME SILL 2A ALT. FRAME SILL 2.531 .156 75 10 INTERLOCK Si 1.564 860 1.000 O FIXED STILE 2.520 .062 2.688 1.584 437 2.498� 12 THRESHOLD 2.684 o 7 FIX, TOP RAIL O MOV. TOP RAIL ` ® < r90 0 �.250 0W 0 i4 2.647 1.718 �{ 1.569 �'' � �' a (D o om 10 Lu .500 w Get 500 7 2.378 ULI 4.562 2.594 2.313 ro O60 1.396 .070 [if L0 M 1.768 .860 cNn ,n 13 11 MTG. STILE 1.684 .156 2.216 1.792 L i 1 4.574 .090 TYP. 2.635 1.076 O FRAME JAMB 1.254 :5 1.374 � M X �1674� J J W m J Of FIX. BOTTOM RAIL O MOVING BOTTOM RAIL Q r' Inc�� N g��� 1.684 o M 1.569 � C14 U Z tL � .500 cWi� W Q 2.187 1.768 -7r T 2.313 1.474 .070 4.562 .090- L 2.647 0 1.374 L v 1.076 4A o ALT. MOVING BOTTOM RAIL U) c � 0 0 3A ALT. FRAME JAMB F AA to No.81223 0 � ® O Y 3/31 /2021 s�0 S�� ��® drawing no. '®�� ®��o®®®® 21- 21 F FL #27914 ®®®0®®®®�®'`® sheet 8 of 10 raa' 1.684 —�j b I Rl 1.684 .313 125 .090 59 2.635 74 1.792 .674 .313 Ix IN-4 Sx IN 3 13.025 4.031 FREE STANDING FRAME JAMB 35 FIXED SIDE �r MIN. & MAX. GAP SEE CHART FREE STANDING JAMB FIXED SIDE 6.380 Ix IN-4 Sx IN-3 13.336 4.051 FREE STANDING FRAME JAMB 36 OPERABLE SIDE EXT] FREE STANDING JAMB OPERABLE SIDE ILICONE _OWSIL 790 DEPTH = 3/8" MIN. MAX. FRAME HEIGHT GAP MIN. MAX. 84" 120" O O °O m n to o x J () w U- N J W m04 J N g��00 O M O � CI OZ �n EE U�Uj �v Ln N H 'n ::5� LP c 0 U N N C 0 0 ®®®pp96866/®/®/ a®®` p L FA° ®®'®® � e o ® 0 . ® 00 sT F W® drawing no. 3/31 /2021 21-21 F 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 Uj 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 � 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