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MAX. I I TYP. MAX. I w W UJ
HEAD/SILL I I HEAD/SILL I V) F- Y
ANCHORS TYPE A, B OR C I ANCHORS TYPE A, B OR C I ANCHORS TYPE A, B OR C I- Z Ui 0
--3 AT EACH JAMB --3 AT EACH SIDE OF MULLION --3 AT EACH JAMB Q m rn
SEE SHEET 2 SEE SHEET 3 SEE SHEET 2 a- V) w
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RAMPART SERIES 5500 TYPICAL ELEVATIONS
DAYLITE OPENINGS SINGLE 'O' PANEL:
ALUMINUM WINDOW WALL SYSTEM (S.M.I.) DLO WIDTH = FRAME WIDTH - 4.50"
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE DLO HEIGHT = FRAME HEIGHT - 5.50"
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA m m
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). N
LP�RODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. N N
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE 0 0 0
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS Q.
TO THE BUILDING STRUCTURE. a Q
THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. U)
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE INSTRUCTIONS: FOR INSTALLATIONS UP TO 30 FT. OF GRADE.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. SHUTTERS NOT REQD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. N
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ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED FL 21899 o
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING Sealed: 12/16/20
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT APPLICABLE ASCE 7 STANDARD. ®1116I6lA8® a m
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE A-CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. STEP 2 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION ®®® (r� FAq,AN HEIGHT ®®®
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION THD CAPACITY SIHOULDARTS EXCE�D THE DESIGN LOAD. ONN SHEET 2OTHISDDOCUMENTHE/SHEDOES NOT DEVIATE FROM THE CONDITIONS DETAILED ®®®�o��?° �° Op®®®
0 11
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF v 1
04
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 3 USING CHARTS ON SHEET 3 SELECT ANCHOR OPTION ALTERED BY ANY MEANS. No.811223
WATER INFILTRATION RESISTANCE ETC. WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SPECIFIED IN STEP 1 ABOVE. ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) o r
AND TO BE REVIEWED BY BUILDING OFFICIAL. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
STEP THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 1L//2
_� USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED � drawin n0.
DESIGN LOADS SHOWN ARE BASED ON `ALLOWABLE STRESS DESIGN (ASD)'. THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ®� �1PA �® 9
THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. SPECIFIC DRAWINGS FOR REVIEW. ®�°
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION W16-68
D-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
IN
ACCORDANCE
C LABELING
0 COMPLY WITH TIO 170 9 09 F DETERMINE FLORIDA BUILDING CODE. STEP 5 FOR NE SYSTEMS HE M N. MAX. GAP DIMENSIONS.WITH UNANCHORED
JAMBS,
, USING SHEET 5, THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ®®®®!��0/ �,`e ®®® sheet 1 of 7
DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF00
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NOMINAL DIMS. MULLION 'M1' MULLION 'M2' NOMINAL DIMS. MULLION 'M1' MULLION 'M2'
WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-)
36" 100.0 130.0 100.0 130.0 36" 100.0 130.0 100.0 130.0 00
I- z %
42" 100.0 130.0 100.0 130.0 42" 100.0 130.0 100.0 130.0 w O Z N Q
W
48" 100.0 130.0 100.0 130.0 48" 114" 100.0 130.0 100.0 130.0 = % %. r• Q z � N a
54" 72" 100.0 130.0 100.0 130.0 54" 100.0 130.0 100.0 130.0 LLJ / / / �: O V 0 0
O W N M (�
60" 100.0 130.0 100.0 130.0 60" 100.0 120.6 100.0 130.0 li N
66" 90.9 118.2 90.9 118.2 36" 100.0 130.0 100.0 130.0 a
72" 83.3 108.3 83.3 108.3 42" 100.0 130.0 100.0 130.0 Q N M
36" 100.0 130.0 100.0 130.0 48" 120" 100.0 123.0 100.0 130.0 v a ui
42" 100.0 130.0 100.0 130.0 54" 100.0 111.3 100.0 130.0 Cf 0 M G
48" 100.0 130.0 100.0 130.0 60" 100.0 102.2 100.0 129.2 W1 W2 0 ajj avi
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54" 78" 100.0 130.0 100.0 130.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. U) z O N
60" 100.0 130.0 100.0 130.0 Q W z W to
66" 90.9 118.2 90.9 118.2 WIDTH (W) = W1 Z G - M
72" 83.3 108.3 83.3 108.3 AT FRAME JAMB J 0 (0 Q �
36" 100.0 130.0 100.0 130.0 Q W M I
42" 100.0 130.0 100.0 130.0 WIDTH (W) = W2 + W3 1/4" TEMP. GLASS
48" 100.0 130.0 100.0 130.0 AT FRAME MULLION 2 .060" Interlayer
54" 84" 100.0 130.0 100.0 130.0 SILICONE Trosifol PVB tali M
TREMCO SPECTRM 2 BY Kuraray America, Inc.'
60" 100.0 130.0 1 100.0 130.0 J I
66" 90.9 118.2 90.9 118.2 1/4" TEMP. GLASS Q
72" 83.3 108.3 83.3 108.3
U LO
36" 100.0 130.0 100.0 130.0 z Ld J O
42" 100.0 130.0 100.0 130.0 a 00 ( z_ I- r7 X
48" 100.0 130.0 100.0 130.0 00 U) / 1 II 9 J W
54" 90" 100.0 130.0 100.0 130.0 r W
Z � LJi
60" 100.0 130.0 100.0 130.0 I I \ � O
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66" 90.9 118.2 90.9 118.2 MULLION 'MI' MULLION 'M2' i 4 w Z Q
72" 83.3 108.3 83.3 108.3 I � z CV <
Ix IN�4 Sx IN-3 Ix IN-4 Sx IN-3 LLJE W W
36" 100.0 130.0 100.0 130.0 8 � rn
15.440 5.50 ALUMINUM 15.440 5.50 0 / F- Y
42" 100.0 130.0 100.0 130.0 w Z �/j Ofy_ o' v
STEEL 1.42 .945 -
48" 100.0 130.0 100.0 130.0 TOTAL 18.485 w \ 10 / Q r� m m
Ix ALUM + Ix STL X 2.9
54" 96" 100.0 130.0 100.0 130.0 Q 0 M W
60" 100.0 130.0 100.0 130.0 - ` W ~
66" 90.9 118.2 90.9 118.2
GLAZING DETAIL
72" 83.3 108.3 83.3 108.3
36" 100.0 1 130.0 100.0 130.0
42" 100.0 130.0 100.0 130.0
48" 100.0 130.0 100.0 130.0 NOTE:
54" 102 100.0 130.0 100.0 130.0 GLASS CAPACITIES ON THIS SHEET ARE o
60" 100.0 130.0 100.0 130.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS).
66" 90.9 118.2 90.9 118.2
36" 100.0 130.0 100.0 130.0
42" 100.0 130.0 100.0 130.0
48" 108" 100.0 130.0 100.0 130.0
54" 100.0 130.0 100.0 130.0 0
60" 100.0 130.0 100.0 130.0
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JAMB/MULLION ANCHOR LOAD CAPACITY - PSF JAMB/MULLION ANCHOR LOAD CAPACITY - PSF (L w
00
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS !
NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' cD
EXT. (+) EXT. (+} EXT. (+) EXT. (+} EXT. (+) EXT. (+) Z W 3
WIDTH (W) FRAME HEIGHT INT. - INT. - INT. - WIDTH (W) FRAME HEIGHT INT. - INT. - INT. oy
F
36" 130.0 130.0 130.0 36" 98.9 130.0 118.7 F W M zQ
42" 130.0 130.0 130.0 42" 84.8 130.0 101.8 Q a N g
48" 117.5 130.0 130.0 48" 114" 74.2 130.0 89.1 0: 0J p` 0 00
54" 72" 104.4 130.0 125.3 54" 66.0 127.2 79.2 d > N xx
60" 94.0 130.0 112.8 60" 59.4 114.4 71.2 0: p H U.
66" 85.5 130.0 102.5 36" 94.0 130.0 112.8 Q y ti
72" 78.3 130.0 94.0 42" 80.6 130.0 96.7 v 0 w
36" 130.0 130.0 130.0 48" 120" 70.5 130.0 84.6 Cf 0 >M 0
42" 124.0 130.0 130.0 54" 62.7 120.8 75.2 0 a p a
48" 108.5 130.0 130.0 60" 56.4 108.7 67.7
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54" 78" 96.4 130.0 115.7 a W j Ili
60" 86.8 130.0 104.1 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. {L z o M
66" 78.9 130.0 94.7 J 804 J
72 72.3 130.0 86.8 SEE SHEET 4 FOR ANCHOR DESCRIPTION. Q W g' F
36" 130.0 130.0 130.0
42" 115.1 130.0 130.0 M
48" 100.7 130.0 120.9 v LO
54" 84" 89.5 130.0 107.4 J 4
60" 80.6 130.0 96.7 Q CO
66" 73.2 130.0 87.9
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72" 67.1 129.4 80.6 m
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36" 125.3 130.0 130.0
42" 107.4 130.0 128.9 J Ld M
48" 94.0 130.0 112.8 Z
54" 90" 83.6 130.0 100.3 un
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60" !75.2 130.0 90.2 V) Q I- Of a
Ld 66" 68.4 130.0 82.0 E IX N d
72" 62.7 120.8 75.2 CD
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36" 117.5 130.0 130.0 � Z V-j Om
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42" 100.7 130.0 120.9 Q r� m S
48" 88.1 130.0 105.8 Q (7 � W
54" 96" 78.3 130.0 94.0 W 0- ~
60" 70.5 130.0 84.6
66" 64.1 123.5 76.9
72" 1 58.8 113.3 70.5
36" 110.6 130.0 130.0
42" 94.8 130.0 113.7
48" 82.9 130.0 99.5 c
0
54" 102" 73.7 130.0 88.5
60" 66.4 127.9 79.6
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66" 60.3 116.3 72.4 a)
36" 104.4 130.0 125.3
42" 89.5 130.0 107.4
48" 78.3 130.0 94.0 ANCHORS c
54" 108 69.6 130.0 83.6 .0
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60" 62.7 120.8 75.2 Nx%J111lilt®®®®
66" 57.0 109.8 68.4 ®®®� °FANo.81223
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EDGE DIST. uj
1 BY OR 2BY EDGE DIST. TYPICAL ANCHORSU 00
TYPICAL ANCHORS WOOD BUCKS METAL SEE ELEV. 00
STRUCTURES r-----------------------� co
SEE ELEV. FOR SPACING r----------------------�
a FOR SPACING a 4 o j l F.B.C. APPROVED I I co
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EDGE II MULLION & MULLION ANCHORS II
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E i�I IiI TYPE 'A'— � AC
//16" DIA ULTRON BY 'DEWALT' (Fu=177 KSI, Fy=155 KSI) d (n g "
w III ICI THRU 1 BY OR 2BY BUCKS INTO CONCRETE Q W r7 ow Ll
jI jI 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
iI iiI I ANCHOR EDGE DISTANCES
II. INTO CONCRETE = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
( 'I
jI ijI TYPE 'B'— 5/16" DIA ULTRACON BY °DEWALT' (Fu=177 KSI, Fy=155 KSI) o
DIRECTLY INTO CONCRETE
11 12 2" MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
2 INTO CONCRETE = 2-1/2" MIN.
4
1 [TYPE 'C'— j216" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) .0 o
INTO F.B.C. APPROVED MULLIONS
5 OR
O INTO METAL STRUCTURES (HEAD/SILL) ®®®® (�1�° FAO, ®®®®®
+ + (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS pG
6 ( ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) 00
�'
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) No.61223
< (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)CL ^ a a
ANCHOR EDGE DISTANCES
I� — — — --- ®��° �T ��Z® drawing no.
0 TYPICAL ANCHORS INTO METAL STRUCTURE = 1/2" MIN. Sealed: 12/16/20 ®� �®
M SEE ELEV. ®m� °° 0 1 �D®®® W16-68
FOR SPACING EDGE DIST. WOOD AT HEAD OR SILL SG = 0.55 MIN. °®��° °°° �� ®®
CONCRETE AT HEAD OR SILL f'c = 3000 PSI MIN, FL, #21899 1// 11PB1111e``e®° sheet 4 of 7
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FOR CAPACITY ILQ X
#12 X 3/4" TEKS W
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4 (1) IN BETWEEN 3 0 4 14 (LENGTH = 2/3 OF SPAN) U N h
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DOWSIL 790 LO — = Y
1/2" MIN. DEPTH = 1/4" MIN. V) Q ~
1/2" MIN. w Z U-) Q
1" MAX. 1" MAX. Fr x CV Q �I
GAP FRAME WIDTH GAP N 3i Y rn
SEE NOTE SEE NOTE Z N O
BELOW BELOW — un
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NOTE:
MAX. MOVEMENT CONSIDERED=100% STRETCH.
PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION
MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL
MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.
ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. o
GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY -
THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. ai
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FL #21899 ® ®®®Agll10�,,®®®®°� sheet 5 of 7
ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �V W
2.629 1.250 1 EGS-F3 AS READ. FRAME HEAD/SILL 6063-T6 _ 00
2 EGS-F4 AS READ. GLASS STOP 6063-T5 -
125 3 EGS-F2 AS READ. MALE MULLION 6005-T5 - Z m 3
4 EGS-F1 AS READ. JAMB/FEMALE MULLION 6005-T5 = O z M N Q
2.750 5 EGS-F6 AS READ. ADJUSTMENT RETAINER CLIP, 3" LONG 6063-T5 H uj ': N �I
1.750
6 EGS-F5 AS READ. ANCHOR CLIP, 12" LONG 6005-T5 - O z- In o
7 EGS-F7 AS READ. EXTERIOR VERT. SPACER EPDM TREMCO, DUROMETER 60±5 SHORE A C w N m v
8 EGS-F8 AS READ. EXTERIOR HORIZ. SPACER EPDM TREMCO, DUROMETER 70±5 SHORE A Q. W W X
O N U.
5.280 9 EGS-F9 AS REQD. INTERIOR WEDGE GASKET EPDM TREMCO, DUROMETER 70±5 SHORE A O F N M
10 EGS-F10 AS REQD. SETTING BLOCKS AT 1/4 POINTS, 4" LONG EPDM GLAZING RUBBER, DUROMETER 80±5 SHORE A C ui 1,
OFRAME HEAD/SILL 11 3/8-16 X 1-3/4" 1/ CLIP ADJUSTMENT FASTENER AT SILL ST. STEEL - Q' 0 - M G
12 3/8" 1/ CLIP NYLON LOCK HEX NUT AT SILL ST. STEEL - 0 IL a p `'I
4.115 13 #14 X 1-1/2" 4/ CORNER ASSEMBLY FASTENERS ST. STEEL PH PHIL. SMS 0
14 HSS3X1-1/2 AS REQD. REINFORCING TUBE (LENGTH = 2/3 OF MULL HT.) STEEL A36 Q W U. a
X 4" TEKS AS REQD. REINFORCEMENT TUBE FASTENERS ST. STEEL 2 AT EACH END & 1 AT 15" O.C. IN BETWEEN LL Z_ N - M 15 #12 3/ Q 0 ( ) ( ) 02
.094 16 EGS-F12 AS REQD. 3 4" X 3 4" X .062" ANGLE ALUM AT TOP & BOTTOM OF JAMBS & MULLIONS O
1.235 / / Q W m
17 EGS-F11 AS REQD. 4" LONG GLASS SPACER, 6" FROM TOP & BOTTOM EPDM DUROMETER 80±5 SHORE A
1.020 .360LO
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2.250�{ .250 .5705 .420 260
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4 .350 L �
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0 4.178 5 RETAINER CLIP SCALE 1:1 .T
5.562 590 e®®�p�,.FQaO®®®®®® c
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4 JAMB/FEMALE MULLION 6 ANCHOR CLIP EXTERIOR
SCALE
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FL #21899 ®®®®®dQe�ooB1``®®®® sheet 7 of 7