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APPROVED CONFIGURATIONS
V0 216" (SEE CHART FOR WIDER DOORS WITH SHORTER DOOR HT.) w DOOR FRAME WIDTH cD -� I OD 3 3/4" MAX. 23 MAX.16 HEAD ANCHORS 4 OR 6 cn Z M a) TYP. HEAD SILL 3" MAX. AT INTERLOCK/ASTRAGAL ENDS ¢ m w 0 E M cQ HEAD SILL 3" / SEE SHEET 3 FOR CAPACITY <z 2 V) / q TYP. AT STILE z o CORNERS MAX. ENDS 0 Qa n ` n aww ri lz 0 H U. N i /0 8 : m M I I I v : of e.1 II C >M cr 0 -M C APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED OC , I D E BY AHJ. `r I I i W = N I- II REINFORCING II a u. = I OPTIONAL W 0 _ o ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH F I 32 SEE CHARTS ON I I 32 O cv EGS INSTALLATION INSTRUCTIONS. m = = ALL SEALANTS TO BE TREMCO SPECTREM 2. ¢ w a ��-, a w I SHEEP 2 J 0) Q W � � W01 �L I- cOvOf row op II z r, _j d II II DAYLITE OPENINGS: - o i i -�� D.L.O. HEIGHT - PANEL HEIGHT 8.875" D.L.O. WIDTH = PANE PANEL HEIGHT = DOOR HEIGHT - 2" X V) z J o m m a J CDn O II X X I O : J M � II "' THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS B II 31 d Z REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. j ao O SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. N_, - ----- -- - -------- - \ `. N Z LC) a i co cV ATLANTIC SERIES SM 130 ALUM SLIDING GLASS DOOR 48 3/4" 48 3/4" 31 , 4� of z o co SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS/REINF. 55„ D.L. OPG. — mLn CD USING CHART ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN PANEL WIDTH 55„ SILL ANCHORS 4 OR 6 z Cam') w RATING MORE THAN DESIGN LOADS REQUIRED. PANEL WIDTH AT INTERLOCK/ASTRAGAL ENDS ¢ W r7 O_ SEE SHEET 3 FOR CAPACITY LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. SEE CHART FOR WIDER PANELS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE WITH SHORTER HEIGHT m REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA TYPICAL ELEVATION q-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TESTED UNIT INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION c N 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED O o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ON THIS DOCUMENT. R TO THE BUILDING STRUCTURE. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF U F ALTERED BY ANY MEANS. U1 0 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED N AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE C 4) o SPECIFIC DRAWINGS FOR REVIEW. O ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. FRAME WIDTH FRAME WIDTH FRAME WIDTH D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF 6 0 cm MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. Q) O a COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION ~ I °®�®® p�' FQ�O®®®®® o FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY C F C C E D C ®®®� �®�����,c°°°�p®® N n of OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR = C OPP. ® � � 9 WATER INFILTRATION RESISTANCE ETC. w j a E1 OPP. a No. 812 0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ¢ j e o o n Y AND TO BE REVIEWED BY BUILDING OFFICIAL. D LD D „ e a o o t DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. O X O X O O X X O 11 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION ®OOP ° A E °��® drawing no. IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. OX(SHOWN) OXO (SHOWN) OXXO(SHOWN) Sealed: 12/17/20 ®®�s c° ®°°° 19-46F LABELING TO COMPLY WITH SECTION 1709.9.2. XOsheet of $ APPROVED CONFIGURATIONS FL #29677 ®®® ®®® DESIGN LOAD CAPACITY - PSF (GLASS) DESIGN LOAD CAPACITY - PSF (GLASS) WITH ITEM #32 WITH ITEM #32 W/O REINF'D REINF'D W/O REINF'D REINF'D -� PANEL WIDTH DOOR INTERLOCKS INTERLOCKS PANEL WIDTH DOOR INTERLOCKS INTERLOCKS Z M m °i NOMINAL FRAME INCHES LIGHT NOMINAL FRAME LIGHT 0 H M 01 0 INCHESEXT.(+) INT.(-) EXT.(+) INT.(-) INCHES HE EXT.(+) INT.(-) EXT.(+) INT.(-) Z N 24 80.0 160.0 130.0 130.0 24 - - 130.0 130.0 Q 2 N a U) 30 80.0 160.0 130.0 130.0 30 - - 130.0 130.0 V9 9 p M w 36 80.0 160.0 130.0 130.0 36 - - 130.0 130.0 d w w 39-1/4 80.0 160.0 130.0 130.0 39-1/4 - - 130.0 130.0 a F- 42 84 80.0 149.5 130.0 130.0 42 114 - - 130.0 130.0 1 0 U N M 48 80.0 130.0 130.0 130.0 48 - - 130.0 130.0 NOTE: a > M GLASS CAPACITIES ON THIS SHEET ARE O' 0 - M o 50 76.8 124.8 130.0 130.0 50 - - 130.0 130.0 x o BASED ON ASTM E1300-09 (3 SEC. GUSTS) 0 a 54 71.1 115.6 130.0 130.0 54 - - 127.9 127s AND FLORIDA BUILDING COMMISSION 0 56 68.6 111.4 125.4 125.4 56 - - 122.7 122.7 DECLARATORY STATEMENT DCA05-DEC-219 0.' m Z o ct0v wy c 60 64.0 104.0 117.0 117.0 24 - - 130.0 130.0 Z, z 24 80.0 160.0 130.0 130.0 30 - - 130.0 130.0 Z M - Q z M IW- 30 80.0 160.0 130.0 130.0 36 - - 130.0 130.0 36 80.0 160.0 130.0 130.0 39-1/4 120 - - 130.0 130.0 39-1/4 80.0 160.0 130.0 130.0 42 - - 130.0 130.0 o M 42 90 80.0 149.5 130.0 130.0 48 - - 130.0 130.0 0 LO 48 80.0 130.0 130.0 130.0 50 - - 130.0 130.0 50 76.8 124.8 1 130.0 130.0 1 54 1 1 - - 121.3 121.3 U rn 54 71.1 115.6 130.0 130.0 o J C) 56 68.6 111.4 125.4 125.4 Lj X 60 - - 117.0 117.0 1 LLJ 1/4" HEAT STREN'D GLASS (EXT.) Q [ifJ a` 24 80.0 160.0 130.0 130.0 ¢ � Li- 30 80.0 160.0 130.0 130.0 060" Interlayer = Y d 36 80.0 160.0 130.0 130.0 Safiex HP Clear or Color Glass Z F- Q PANEL HEIGHT = DOOR HEIGHT - 2" By 'Eastman Chemical Co.' N W N o It - 39-1/4 80.0 160.0 130.0 130.0 cn W 42 80.0 130.0 130.0 130.0 1/4" TEMP. GLASS (INT.) w Z Y 48 96 80.0 130.0 130.0 130.0 N - of LO 50 76.8 124.8 130.0 130.0 a m 54 71.1 115.6 130.0 130.0 F= tR W F (INTERPOLATION BETWEEN WIDTHS ALLOWED) Z m a 56 - - 125.4 125.4 60 - - 117.0 117.0 SHOWN CAPACITIES ARE FORDo 24 80.0 130.0 130.0 130.0 4.938" SILL HEIGHTS LO 30 80.0 130.0 130.0 130.0 LIMIT EXTERIOR(+) LOADS AS FOLLOWS 36 80.0 130.0 130.0 130.0 3.750" SILL HT. _ +80.0 PSF III III 3.188" SILL HT. = +53.3 PSF 39-1/4 80.0 130.0 130.0 130.0 0 42 80.0 130.0 130.0 130.0 4 - 48 102 80.0 130.0 130.0 130.0 17 50 76.8 124.8 130.0 130.0 54 - - 130.0 130.0 56 - - 125.4 125.4 iri 60 - - 117.0 117.0 0 N o 24 80.0 130.0 130.0 130.0 M 30 80.0 1 130.0 130.0 130.0 GLAZING DETAIL a) ° 36 80.0 130.0 130.0 130.0 ®®®®®i19996iBOB®® 39-1/4 80.0 130.0 130.0 130.0 > �Q��o 42 108 80.0 130.0 130.0 130.0 48 80.0 130.0 130.0 130.0 ®_ o \ ~ 50 - - 130.0 130.0 No. 81223 m 2 54 - - 130.0 130.0 O N U 56 - - 125.4 125.4 ®� e �11 60 - - 117.0 117.0 ©� � ° ° T drawing no. Sealed: 12/17/20 ®®� °®.� °®® 19-46F FL #29677 ®®°®®/��opppe`�®®®®® sheet 2 of 8 ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF TYPICAL ANCHORS: SEE ELEV. FOR SPACING �V w ANCHOR TYPES A' 'B' & 'C' ANCHOR TYPES A' B' & `C' AT HEAD - - - LL 6 ANCHORS 4 ANCHORS 6 ANCHORS 6 ANCHORS 4 ANCHORS B ANCHORS TYPE 'A'- 1/4' DIA, ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. Z rn PANEL WIDTH DOOR STILE ENDS STILE ENDS STILE ENDS pANEL WIDTH DOOR STILE ENDS STILE ENDS STILE ENDS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I 0 M � NOMINAL HEIGHT EXT. (+} EXT. (+) EXT. (+} NOMINAL HEIGHT EXT. (+) EXT. (+} EXT. (+} 1-1/2" MIN. PENETRATION INTO WOOD F W INCHES INCHES INT. - INT. - INT. - INCHES INCHES INT. - INT. - INT. - Q, N THRU 1 BY BUCKS INTO CONCRETE a 6 � 24 160.0 160.0 160.0 24 130.0 130.0 130.0 I 0: O O�v O w 1-1/4" MIN. EMBED INTO CONCRETE 0 w N �? 30 160.0 160.0 160.0 30 130.0 130.0 130.0 d w w a 36 160.0 160.0 160.0 36 125.7 125.7 130.0 TYPE 'B'- 1/4' DIA, ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) I a. 0 39-1/4 160.0 160.0 160.0 39-1/4 117.2 117.2 130.0 DIRECTLY INTO CONCRETE O v�I ti 42 84 149.5 149.5 149.5 42 111.2 111.2 130.0 I 1-3/4" MIN. EMBED I O > M 48 130.0 130.0 130.0 48 114 100.5 100.5 130.0 a it x M o TYPE 'C'- 1/4n DIA. SELF DRILLING SCREWS (GRADE 5 CRS) 0 a 0 0 '4 50 130.0 130.0 130.0 50 97.6 97.6 130.0 INTO F.B.C. APPROVED MULLIONS 0 .0 rr 54 130.0 130.0 130.0 54 92.4 92.4 130.0 OR 0 0 0 N 56 125.4 125.4 125.4 56 90.2 90.2 127.9 I INTO METAL STRUCTURES (HEAD/JAMBS) LL Z 0 LL M 60 117.0 1 17.0 117.0 60 86.2 86.2 122.7 t - 02 s z4 tso.a 1sa.o 1so.o 24 130.0 130.0 130.0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Q w M 2 uj ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 30 160.0 160.0 160.0 30 130.0 130.0 130.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 36 160.0 160.0 160.0 36 118.3 118.3 130.0 o rn (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 39-1/4 157.2 157.2 160.0 39-1/4 120 110.2 110.2 130.0 _..._ ____ _.____ - - - oo 42 149.5 149.5 149.5 42 104.5 104.5 130.0 _ _._ -_-AT SILL -- - - 48 90 130.0 130.0 130.0 48 94.3 94.3 130.0 TYPE 'B'- 1/4" DIA. ULTRACON+ BY °DEWALT' (Fu=164 KSI, Fy=148 KSI) V rn 50 130.0 130.0 1 130.0 50 91.4 91.4 130.0 z J DIRECTLY INTO CONCRETE o J o 54 127.7 127.7 130.0 54 1 1 86.5 86.5 1 121.3 1 L 1-3/4" MIN. EMBED N F- n 56 125.1 125.1 125.4 - - Q LI j 60 117.0 117.0 117.0 F- AT JAMBS--- - - - -� a L' 24 160.0 160.0 160.0 TYPE 'A'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) M 1-- �z 30 160.0 160.0 160.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I N Z u i 36 154.7 154.7 160.0 � 1-1/2" MIN. PENETRATION INTO WOOD W W w "to 39-1/4 144.9 144.9 160.0 ANCHOR TYPES A, B, C APPLICABLE AT HEAD w Z Y Q1 42 130.0 130.0 130.0 ANCHOR TYPE B APPLICABLE AT SILL THRU 1 BY BUCKS INTO CONC. OR BLOCKS v, - vi O 96 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS Io m X in 48 125.7 125.7 130.0 � 50 122.3 122.3 130.0 TYPE 'B'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) I ¢ LLJ r7 a- uj 54 116.6 116.E 1 130.0 DIRECTLY INTO CONC. OR FILLED BLOCKS 56 114.1 114.1 125.4 1-3/4" MIN. EMBED INTO CONCRETE 60 109.7 109.7 117.0 1-1/4" MIN. EMBED INTO BLOCKS 24 130.0 130.0 130.0 30 130.0 130.0 130.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) 36 130.0 130.0 130.0 INTO F.B.C. APPROVED MULLIONS R I o 39-1/4 130.0 130.0 130.0 INTO METAL STRUCTURES (HEAD/JAMBS) 42 127.7 127.7 130.0 48 102 116.0 116.0 130.0 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 50 112.8 112.8 130.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 54 107.2 107.2 130.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 56 104.8 104.8 125.4 ( - . . - . - . - . - . - . - . - . o a 60 1 100.5 t 00.5 117.0 ANCHOR EDGE DISTANCES o 24 130.0 130.0 130.0 c INTO CONCRETE = 2-1/2" MIN. 30 130.0 130.0 130.0 INTO WOOD STRUCTURE = 1" MIN. ®d�•o1I1111,A®®®® 36 130.0 130.0 130.0 INTO METAL STRUCTURE = 3/4" MIN. FA ®®®®® 39-1/4 125.2 125.2 1 130.0 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ®®®�j�°°`.°%CENSF 42 118.9 118.9 130.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. N a 48 108 107.7 107.7 130.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. _® No.81223 s d 50 104.7 104.7 130.0 W O U 54 99.3 99.3 130.0 7, °^ 56 96.9 96.9 125.4 ®��°°°° ® ° °��9® drawing no. Sealed: 12/17/20 ® o ®® so 9z.8 9z.8 117.o FL 296'7'7 ®®®� ® (sheetg 4.6F A�clllla, 3 of 8 TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS TYPICAL HEAD ANCHORS IN PAIRS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING w AND SHEET 3 FOR QUANTITY AND SHEET 3 FOR QUANTITY AND SHEET 3 FOR ZENDS METAL I AT INTERLOCK/ASTRAGAL ENDS AT INTERLOCK/ASTRAGAL ENDS AT INTERLOCK/ASTRA STRUCTURE UL d c Z ;O rn O63 OD BU X xx O F M � / 40 J I ° ° d° a c WR TRU - DGE DIST. O.C. F. w (5 I = AT CLUSTER OF GE DIST. ' 4".OvC: a ° d°CONCRETE I d 1/8 Q 0. N ANCHORS ONLY Q c 3 KSI EDGE DI S 4" O.C. EDGE THK. O p` `p w O ; N + + tQ7 Ov hx Ld vi 41 � W>Ma 0O' Oa� _ Oa0 1 aAT0 0 0 CLUSTERS OF Q w u u O y N tp O I ANCHORS ONLY x w Z D a I TYPICAL HEAD ANCHORS IN PAIR w 4 w � a a 19 I SEE ELEV. FOR SPACING LL W N : o 33 AND SHEET 3 FOR °QUANTITY 000� ZJ0 F7MAT INTERLOCK/ TRAGAL ENDS 1/8 ZM ww Mw THK. W 01 1BY WOOD BUCK d SEE NOTE SHEET 1 EDGE:DIST. 4A O.C. d ° . ° j 7 CONCRETE F.B.C. APPROVED 3 KSI MULLION & MULLION ANCHORS SEE SEPARATE APPROAVLcn EDGE 4" O.C. 0—IDIST. J oO II 16 N x QZO x O ul o IiI . w 0 ( o �I li ii �' W W N N 0- N I i . I w w Y rn z W TYPICAL HEAD ANCHORS IN PAIRS w Z O SEE ELEV. FOR SPACING — n o a AND SHEET 3 FOR QUANTITY S2 (n ro m m W ICI ICI ICI ICI AT INTERLOCK/ASTRAGAL ENDS W Lij F I II I I Ij jl. II II. I III II� III III I II I I i ii II. SEALANT: W2 S I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o I WHITE/ALUMINUM COLORED SILICONE. 4 + i I W2 SEE NOTE ON MAJOR INTERLOCK STILES TOP AND BOTTOM ENDS FILLED SHEELIMITAOR WITH EXPANDING URETHANE FOAM. 33 + I � I 4.939 ALL INSTALLATION ANCHOR HEADS TO BE SEALED 30 I l i 20 i I II I i 3.750 & EXPOSED ANCHORS TO BE CAPPED WITH ALUM. O II n 1 i 2 2A 31 BUTTON COVERS. o 188 0 B I 1 I 2B 2C 3. N 2.500 WEEPHOLES: 0 21 W1 = 3/16"H X 3/4"W WEEP SLOTS ®®®,\Ial9��►�®o _ AT QUARTER POINTS OF EACH PANEL ®®®®o�(��'°•°�Q�L /-1 O1 II ® c o I. . . .I. . . . . . . . . . W2 = 3/8' WEEP HOLE AT 6" FROM ENDS ® ��°° ®C��9S�°°°,° p ® N N Q " as AND CENTER OF EACH RAIL POURED & HARDENED ° No.81223 x ° 39 ° ° CONCRETE I MIN. a W1 a. 20 d W1 HIGH STRENGTH GROUT I f'c = 5000 PS _ r g d a 3. KSi°' EDGE DIST. (NON METALLIC) WOOD BUCKS NOT BY `EGS INTL.', MUST SUSTAIN 2.731" WITH BONDING AGENT NOT BY 'EGS INTL.' LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ®O '°° Sp F drawing no. TYPICAL ANCHORS IN PAIRS MUST TRANSFER SHEAR THEM TO THE BUILDING STRUCTURE. Staled: 12/17/20 ®� SEE ELEV. FOR SPACING LOADS STRUCTURE ®®®��°°° ® 19-46F D SHEET 3 FOR QUANTITY AT INTERLOCK/ASTRAGAL ENDS FL #2 9 6 7 7 ®®®®®® AgB811p\\\\0 sheet 4 of #10 X 1" FH SMS ® 6" FROM ENDS y w & 18" O.C. 4" FH SMS 12 X 1-1 PANEL WIDTH # / a 6" FROM ENDSto 1/4" MAX. © O 2 5/8" LONG AT O & 17-1/2" O.C. O OD-N I D.L. OPG. TOP OF PANEL Z M n °i O E- M P SHIM 34 7 10 35 36 37 38 8 Z N 22 ag tn N 16 t2 0 N0 1, w O W W— G F 0 22 it ii Q' 0 �m °o � II I aaa 22 /0/yy 22 ,/ -- I I _— ii N N D N N Y� II I Q WZJ l� Z_ N _- M_ f/ _ _ _ _ _ _ _ _ t7t02 i W M FW- I I N Y uj IK II II Vl H � VI II II N o to 0° II VI N N o In 0 inLu II 22 11L co II N cNn I o _ _ CD m 0 zZ SCREENS OPTIONAL------------ -- ---- �- S- U �' N 0 3 ------- o J 14 <<i I- J w M 3A 9 #12 X 1/2" FH = Z c -i u< #10 X 3/4" TEKS D.L. OPG. SELF TAPPING SCREWS ¢ F L, (2) AT EACH END ® 6" FROM ENDS O U) AT 3" O.C. USE REINFORCING AS PER & 17-1/2" O.C. = Y a (1) AT MIDSPAN CHARTS ON SHEET 2 /USEREINFORCING AS PER r Q (TOTAL OF 5 SCREWS) PANEL WIDTH CHARTS ON SHEET 2 Na- EXTERIOR W W w DOOR FRAME WIDTH w Y Z cn — (n O d #12 X 1/2" FH m TYPICAL ANCHORS IN PAIRS SELF TAPPING SCREWS z r7 :2TYPICAL ANCHORS IN PAIRS E 1 W � a F SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS ® 6" FROM ENDS SEE ELEV. FOR SPACING & 17-1/2" O.C. 1/4" MAX. 1/4" MAX. 1/4" MAX. 35 38 SHIM SHIM 36 37 8 SHIM o W 16 0O Z O I i Ox< r — — 0 00 U O I IV L- II II � w . w w I I I I 0 0 0 0 Sealed: 12/17/20 .. 0 � 0 II ii 0 va va to N ° FL #296'7'7 0 I I I 0 Wuff a. d H ®®®���IN®.®�e�d�5�°o�p®®® N u . °a . .. z~n °o 0 22 11 ® to �_ L No.81223 >' cL'a ° o °. 0 SCREENS OPTIONAL--------------------- ----- e o u r d LJ Li Li Li uj a °.a �°'° ETA Wes® drawing no. #12 X 1-1/4" FH SM 1 9-46F S ®� ®®® METAL EXTERIOR ® 6" FROM ENDS ®® �5 �°°°o�17 3 STRUCTURE & 17-1/2 O.C. ®®®,'Jill 11,®®e® sheet 5 of 8JI V N w I w I Z w rn O Z M N m Q N (! a LO 0 C, m w Q W yN Q a! 0 F a p VNr � =Q Lj ploy-M O p aoa p ) 0 � 0 N Q W j LLL Z —02 M Q w Omi z rW- O M LO N I J PANEL WIDTH 1/4" MAX. o J p rn SHIM 1 BY WOOD BUCKS N J W r 1/4" MAX. O O O SEE NOTE SHEET 1 M Q � X _i D.L. OPG. Z SHIM ¢ O c/) 34 22 7 10 8 35 36 37 TYPICAL ANCHORS IN PAIRS ~Q SEE ELEV. FOR SPACING m Z Lo Q d. w W W 0o I I cn Z cn 0 LO _ v m r7 U - -- W -i E- -71 - W M m F o o II 0 W II ° 3 o d Q II 0 II CD 0 Ncr O0i 22 II La _ a II C w11 II ° w 4 C9 all -ZZ- SC ENS OPTIO AL----- n w O ° O 14 o N > a� o L C 3A TYPICAL ANCHORS IN PAIRS D.L. OPG. ®®® �po� FQ°�n ®®®® rn SEE ELEV. olo II o 9S FOR SPACING °°° p w EXTERIOR PANEL WIDTH CER ° I N Fr LO DOOR FRAME WIDTH O y ® O U ® m N 'O t �� SWAT �2�® drawing no. Sealed: 12/17/20 ® 19-46F FL #2967'7 a o�-o\`��,e�®®® sheet 6 of g F.250 N 6.106 3.000 094 I 3.250 tD 2.062 1.550 0, 7 � I .080 .830 2.415 2.415 Z �y � � 1.750 2.000 H w M Ln � N � L1.826 Qa Q cn 1.886 1.786 2.151 O p ` p w L LU Lu OWN M L1.2761L.977-AL,.977---- IL > X .100 6.106 � � 6.106 � 0 = a 831 0 1.977 1.977 .8�30 Q Q u 1 FRAME HEAD � 2.312�� F r--1 1.740 QrO � M p 1.840-1 1.500 G 7 FIXED STILE 10 MINOR INTERLOCK m u Z O (co, .080 .080 Q p _ 1.714 1.714 w Z N - M 1.382 .080 .500 L00 Z M Q w 3.250 - r 1.740 7 I I I Q W 01 �L �. 4.000 3.000 1� 1.438�I F�1.438 1.194 .100 0 100 3 FRAME JAMB W/O POCKET 3A FRAME JAMB WITH POCKET N i 120 .100 d 125 TYP. .666 .875 () °' 1.018 .625 o J OLo .100 3.940 .355 =, 4.077 3.615 V) J W 1�1.614 W 080 Z 0' J .1001094 .125- 125 1.713 `< O_ � �` 6 TOP RAIL 32 REINFORCING TUBE o2 Y 1.826 .666 1.826 125 Q 100 m Z Ln Q 1.614 1.614 1 cn F080 4.146 4.340 w LLI WNW c`ro 3.604 3.524 w Z Y 100 3.000 - 0 a) 1.038 1.018 1.038 L m °i 1.977 055 g W r7LLJ w F- .936 100 080 1.194 8 LOCKING STILE 9 MAJOR INTERLOCK 4.094 4.000 I' TTIFT (SEE WATER RATING SHEET 2) 1.375 1.888 1.382 2.101 2.227 { in, 14 STILE ADAPTER JAMB COVER � � I o . =94 514I f� -1.840 �I �I�1.971-�I 2.101 2.227 � 0� 94 .434 s 4 MOVING BOTTOM RAIL 5 FIXED BOTTOM RAIL L2.074- c � 1.2501.088 0 0 12 DOOR SWEEP > 4.939 3.750 ;v �.109 �.109 3.188 2.500 11111191/®®® .189 080 .189 .125-1 ®®®(��r�..°.°FA Tf�O ®® j u 1.341 .125 ®® �\l° o,IC�d91i °°°°° ®® N 2y 1.503 0 F 1.031L4 o .688 _® I�®.91223 T 1,031 c V Y a a m t U 4o SHEAR CLIP 41 SHEAR CLIP � � 6.481 -I �0�' v r 6.481 - ®h° sT O �® drawing no. 2 2A 2C FRAME SILL ®� Sealed: 12/17/20 ® ° �� ®® 19-46F 26 FRAME SILL i��°°° ®® S.M.I. = SMALL MISSILE IMPACT GLASS SHAPES O FL #296 7"7 ®®®® / °° .1®�®® sheet 7 of $jj /lilll 27 ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w 1 EGS-551 1 FRAME HEAD 6005-T5/6105-T5 - /� 2 EGS-580 1 FRAME SILL (3-3/16" HIGH) 6005-T5/6105-T5 - 2A EGS-581 1 FRAME SILL (3-3/4" HIGH) 6005-T5/6105-T5 - Z M °' 2B EGS-552 1 FRAME SILL (4-15/16" HIGH) 6005-T5/6105-T5 - O Z C'' N / 2C EGS-580 1 FRAME SILL (2-1/2" HIGH) 6005-T5/6105-T5 - 2 - N % - Q N 3 EGS-567 2 FRAME JAMB W/0 POCKET 6005-T5/6105-T5 O O`, O w 3A EGS-553 2 ALT. FRAME JAMB W/ POCKET 6005-T5/6105-T5 - 0 W N m 4 EGS-573 1/MOV. PANEL MOVING BOTT. RAIL (S.M.I.) 6005-T5/6105-T5 - p N U. 5 EGS-572 1/FIX. PANEL FIXED BOTT. RAIL (S.M.I.) 6005-T5/6105-T5 - 0 V N m 6 EGS-571 1/PANEL TOP RAIL (S.M.I.) 6005-T5/6105-T5 - ui Tq 7 EGS-574 AS READ. FIXED STILE (S.M.I.) 6005-T5/6105-T5 - a m I M 0 8 EGS-575 AS REQD. LOCKING STILE (S.M.I.) 6005-T5/6105-T5 - d 9 EGS-576 AS REQD. MAJOR INTERLOCK (S.M.I.) 6005-T5/6105-T5 - V) Z p N 10 EGS-577 AS REQD. MINOR INTERLOCK (S.M.I.) 6005-T5/6105-T5 - aW O LL in LL Wm - 0 11 EGS-561 AS REQD. STILE ADAPTER 6005-T5/6105-T5 - O 2 M 12 EGS-566 AS REQD. DOOR SWEEP 6063-T5/6105-T5 AT TOP OF FIXED PANEL a w m F FRAME TOP CORNER 14 EGS-570 AS REQD. JAMB COVER 6063-T5/6105-T5 OPTIONAL 16 EGS-72 AS REQD. 9/16" GLAZING GASKET SOFT PVC TEAMPLASTICS (BVC INC.) 17 TX11429E 2/ LITE SETTING BLOCKS, 4" LONG, 0 10" FROM EACH END EPDM TREMCO o 3A 19 28027045/7527-6011-4 AS REQD. FINSEAL WOOLPILE AT HORIZ. RAILS - AMESBURY N j v 20 T-2836G AS REQD. POLYBOND FINSEAL AT MOV. BOTTOM RAIL - ULTRAFAB (.280H X .360 BASE) QD U 21 38027045/7537-6011-6 AS REQD. FINSEAL WOOLPILE AT FIX. BOTTOM RAIL - AMESBURY ca J 22 21027045/7420-6011-2 AS REQD. FINSEAL WOOLPILE AT VERT. STILES & SWEEP - AMESBURY _3 27 #8 X 3/4" 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS Q Lj W Q 28 #12 X 1" 2/ CORNER PANEL ASSEMBLY SCREWS ST. STEEL TH SMS O U) u- 30 - 2/ MOV. PANEL TANDEM ACETAL WHEELS IN METALLIC HOUSING - DUAL ROLLERS 2 2A 28 31 - 1/ MOV. PANEL ALUM CHANNEL, FULL WIDTH OF PANEL (BOTH OPTIONS) 6063-T5 - O Q F 32 - AS REQD. INTERLOCK REINFORCEMENT STEEL 1 1/2" X 3" X 11 G.A. U) X N a �I 33 - AS READ. FIX. PANEL CLIP (AT FRAME HEAD/SILL) ALUMINUM 2 X 3 X 1/8" X 1-7/8" LONG u FF-- Y 34 - AS REQD. RUBBER BUMPER - 1/2" X 1/2" SQ. X 3/16" HIGH Z Uj O X U-) 35 4430-00-08 OR W5208-NPV30 1 TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS-RITE OR ASHLAND p n m 36 MS1847-09 1 DEAD LOCK, MOUNTED W/ (2) #6 X 1/4" FH SCREWS ST. STEEL ADAMS-RITE W r7 W Li 37 4801-05 1 STRIKE, MOUNTED W/ (2) #8 X 1" PH SCREWS & PLASTIC SHIM ST. STEEL ADAMS-RITE ¢ ~ 38 4432 OR W5208-PP30 1 DUMMY TRIMSET PULL ABS RESIN OR BRASS (PVD) ADAMS-RITE OR ASHLAND 39 TC2 1 TRACK COVER ST/ST HYGRADE 40 EGS-584 AS REQD. SHEAR CLIP AT CLUSTERS ONLY 6005-T5/6105-T5 - FRAME BOTTOM CORNER 7 28 41 EGS-584 AS REQD. SHEAR CLIP AT CLUSTERS ONLY 6005-T5/6105-T5 - c 0 c v 4 0 .780 •� c a� .2 5 i AL) .730 .051 Fi 1.280 ®®®® p� FQ rn®®® .-FAR ®®a u9' ®®QV ����°°0°Op ®® 00 N N 0 cI ®_ o a � HARDNESS = 85 SHORE A 524 f�l®.81223o° TENSILE STRENGTH (BREAK)= 1810 PSI 100 ®� o °o v° N v ELONGATION AT BREAK = 320% ® 0 TEAR STRENGTH = 260 LBF/IN ®� °° ETA ��® drawing no. SPECIFIC GRAVITY = 1.45 Sealed: 12/17/20 0, SPECIFIC 19-46F PANEL CORNER 16 GLAZING GASKET 31 FL 296'77 Q61,®®®® sheet 8 of 8 SCALE 1:1 MOV. PANEL REINF.