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HEAD/SILL. I ANCHORS TYPE A, B OR C I ANCHORS TYPE A, a OR C : HEAD/SILL i �'�+,Y
'\ ._.% ' ANCHORS TYPE A, B OR C _<n,0
-3 AT EACH JAMB -3 AT EACH SIDE OF MULLION '�`-_,AT EACH JAMB
'SEE SHEET 2SEE SHEET'3
TYPICAL ELEVATIONS:'
_,-
:RAMPART
DA R-0P NTNG SINGLE '0' PAN
ALUMINUM IVINDOW WALL MTEM.._(S M,I) DLO DLO WIDTHHEIGHFRAM FRAME HEIGHT HT 4550
THIS,PRODUCT HAS BEEN DESIGNED,AND TESTED TO COMPLY WITH THE'_,'
:REQUIREMENTS'OF THE'2014,(511-1'EDITION)/2017 (6TH EDITION) FLORIDA, - - W
.BUILDING CODE INCLUDING HIGH"VELOCITY HURRICANE ZONE,(HVHZ). s ' '. - .- _ PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. o
18Y OR,28Y WOOD SUCK S& BUCK FASTENERS.BY OTHERS, MUST BE _ - �—
DESIGNED AND:INSTALLED.ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS - — - --- ---- --- `
TO THE,BUILDING'STRUCTURE.' - :- - -,l•_ :THIS SYSTEM'�IS-,RATED FOR SMALL MISSILE IMPACT.ANCHORS BE,CORROSION RESISTANT, SPACED AS.SHOWN`ON DETAILS INSTRUCTIONSf _ _ -
-
F.B.C.-APPROVED IMPACT RESIST OSHUTTERS.REWIRED-
AND'INSTALLED PER MANUF'S INSTRUCTIONS:SPECIFIED EMBEDMENT TO BASE - "' : -` : FOR INSTALLATIONS UP TO 30 FT. F'GRADE. .. '
MATERIAL SHALL BE BEYOND WALL'DRESSING OR STUCCO: USE,CHARTS AS FOLLOWS. READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. _ m
'. _ ..
A LOAD DURATION,INCREASE IS'USED IN DESIGN OF ANCHORS IN TQ,WOOD ONLY. STEP 1 DEfERMINE'DESIGN-WIND PRESSURE REQUIREMENTS BASED' - 2 o-
. ...ON WIND,VELOCITY. BLDG.PRESSURE
HEIGH.,WINO ZONE USING ". SHUTTERS NOT FL' �'2,"I.B99 > '
ALL SHIMS TO BE HIGH 1MPACT,•,NON-METALLIC.AND-NON-COMPRESSIBLE - APPLICABLE ASCE..?5TM11MRD: _ - a! o
MATERIALS INCLUDING BUT'NOT..LIMITED TO STEEL/METAL SCREWS; THAT - CHECK DESIGN LOAD CAPACITY'FOR A GIVEN"SPACING A-CONTRACTOR O E RESP NS.BLE FOR,THE SELECTION,PURCHASE ANtl,
COME INTO CONTACT,WITH OTHER DISSIMILAR'.MATERIALS SHALL MEET THE <-
STEP D TAL no Is PRODUCT BASED oN nus PRooucr EYatuanoH \�.. `g ' //
AN HEIGHT US114G CHARTS ON;SHEET 2 PRDVIDE:6 HE/SHE DOES,NOl DEVIATF FROM THF CONDITIONS:DETAILED "`, / I
REQUIREMENTS.OF THE 2014/2OLZ FLORIDA•BLDG. CODE&ADOPTED STANDARDS,' HE' LOAD-
CAPACITY SHOULD EXCEED,THE:DESIGN oN THIS,00QUMENT. `-'� -'LtOENSF mo ' f,;THIS''PRODUCT aAPP,ROVAL''IS'GENERIC....AND DOES:''NOT;PROVIDE IN, :: ...a-.TFas - N
PRODUCT EVALUATION,DOCUMEN7 WILL BE CONSIDERED INVAUD IF
FOR.A.SITE-.SPECIFIC-PROJECT, i.e,.LIFE SAFETY,OF THIS,ERODUCT,'AQEQUACY. IEP 3;USING CHARTS ON.SHEET 3 SELECT-ANCWOR OPTION ALTERED Rr"AIRY MEANs. -' - '•�` 0.70692'.
Or STRUCTURE.RECEIVING.THIS.PRODUCT AND SEAUNG AROUND'OPENING FOR WITH DESIGN LOAD'CAPACITY MORE THAN DESIGN LOAD ' r,-snE SPECIFIC PROACTS'SwdL HE PREPAR.ED BY A FLORIDA REGISTERED
WATER INFILTRATION`RESISTANCE ETC.' ' - =. ' SPECIFIED IN STEP,1.ABOVE. ENrANVER OR ARCInTECT'WHICH WILL RELOME THE ENWNEER OF RECORD(E..OA.)
CONDITIONS NOT SHOWN IN iHi3°DRAWING ARE TO BE ANALYZED SEPARATELY, FOR THE PROJECT AND WHO WILL DE RESPONSIOLE FOR THE PROPER A:
AND TO 6E REVIEWED BY BUILDING OFFICIAL. , THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
s'lbl� USE EE THE P.E_D.ENGINEER OP RECORD.T TO T S A DELEGATED
THAT EXCEED THE.DEa'"IGN WINO PRESSURES DETERMINED ENGINEER roTHE P.E.D.ENOiHEER SHALL SUBMIT ro THIS LATTER THE SITE �'•, 8 Jt� drawings rio.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION JHRU'STEP 1 SHALL APPLY TO ENTIRE SYSTEM. SPECIFIC DRAWINGS FOR REVIEW. „�'•,, pp.r' �„:.,� W1 6_68 I
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. D-THIS P.E.O.SHALL.BEAR THE DATE AND OPICINM.SEAL AND SIGNATURE Or /�•�a. f'�/\\\ (—__ J
FOR SYSTEMS WfIH UNANCHORED JAMBS, USING SHEET 5, /
LABELING TO COMPLY YGTH SECTION 1709.9.2. P DETERMINE THE MIN.&MAX.GAP DIMENSIONS. TUE Pf<OFESS!ON<1 EFlG!NEEP.OF RECORD THAT PREPARED O. \//� :tt9 tti\\ sheet
lI IMV% T of 7 i
Sea a :1 28 20 7
AD
NOMINAL DIMS. MULLION 'mi, MULLION 'M2' NOMINAL DIMS.
MULLION!MI*..PS-L- 7 -
W7DTH FRWC H66HT"'EXT.-F 1NT.-" EXT.4 .INF.- -WIDTH F'f WiE•.HElGtit EXT.+ -91F,- .EXT:fi.~ •-
MULL
-- 38' "100,0 13tl 0
•100.o 130.0" 36" 100:o .,130.0 100:0 1300
42" '_140.0 1300 , 100.0 .130.0 42";. .. '100,0 130.0 1000 130'0
48" -_100.0 =.130,n 100:0 130,0 48`
v_ ._ _ _w
54" .72' 140.0 1300 ,100,4_ 130.0 - 84 „100,0 130.4. 100.0 130;0
60" 104.0- 130.0 T00.4 1300 60 ,, '10010 120,6 100.0 730:0 ..:: .. w'1�'
O
U
66" 9R.9 118:2 90:4 1;18.2 36" 1010130.0 100.0 130.0 - O72' 83,3 108.3 83:3 108,3 .42' - 1013x,0 106.0 131}.0 .,FFq a}36' .100.0 130.0 100.0 130,0 48" 120" 10100.0 130.0v �42` •100.0 13010 100.0 130.0 54" 10100030.048' 100.0 130,0 100.0 130.0 60" 111102.2 100.0 129,2,. .{�0•G 0 of
54" 78' 100.0 130.0 1oo.4. 1_30:0 .Wi .. W2 � W3 �• 0'a :a' _
INTERPOLATIONBETWEEN WIDTHS OR HEIGHTS ALLOWED.
60" io4.0 130.0 'tOo'O t30:0 •. - .�
ss" gas Iles 90.9' 116:2 WIDTH, (W) = Wt z o8, .
72' 83.3. -108.3 83.3 ,108.3 AT FRAME JAMB - OZ
36" - .100.0 130.0 100:0_, 130.0
42' 100.0 1300 100.0 _130.0 WIDTH (W) r W2 + W3 1/4'TEMP.GLASS ,.
48' IOD,0 t3o.0_ 100:0 130.0 AT FRAME MULLION ? 060" Interlayer
54` 84" _.100.0 1300 100.0._ 130.0... i u , Stl(CONE ( Trasifof PV8 M M
60" - .740.0 t304 140.4 s 134.0' - _ _ _ TREMCO SPEGTRM'2 i { 8y"KnrOrgy;Americo, Inc.`.. .�; ...
66" 90.9 1982 - 94.9` 118;2 1 1/4`t_TE GLASS..
MP. m
�- 72 - _. 83;3 108 3 83.3 108.3 ..
" 3$" -100:01340 160.0
_ 130:0 ` o <n N ~
z 00
42" t00y_JO. 530.0100 D_ 130.0_- ,3 `9 10
10
48". 140.0 -1134.0_1700.0 1300 - m / 'I I W
1DO.0 130,0 100.0 130.0 .1 _ �` / '! ? 4 ,o:-i
Go" SODA 13-0 140.0 130.0 .- -/ "I_I 4'�y 0
fie' 90 9 118,2 9009 118.2 MULLION 'Ml' MULLION 'ME'
72' ' 83.3 108.3 633 508.3
LE
36". 100.0 130,0. 100.0 170.0 IN'411-1011-:21
Sz IH"3- Cx IN"4 3x tN'3 1 8 LE Y m
75,440 5,50 - ALUMINUM' 15.440 5.50 1 o {Z-
42" + i o 7300 700.0 130.0 -" - STFU'll, 42 .995 j M i--" �tta:a
100.0 1 W 0 Imo 130.0 T A.A+h SR X 28 18.485 .. `+,, 10 '�" a M7 m°:
-
sd` 96" •1400 1300 700.0 130.0WM0.-i
- 60" 100.0 130.0' 500.0 530.0 _ _ , x,�r +
66" 90.8118Y 90.9 118,2. - -
72' -.83.3" 108.3 83.3 148:3 .. _ ... 7 ..
CLZ1N0 DETAIL '
`. 36° , "100.0 1300 ..,100.0 13010
.42" 100.0 --.1300 Io0o i30A
48" 102' '100.0 t300 1.00.0 130.0 _ NOTE:
54` 100.0 130.0 100.4 140.0 GLASS CAPACITIES ON THIS SHEET ARE o_
60' 100.9 13mo tomo 130.0 BASED ON ASTM E1300-09'(3 SEC. GUSTS).
68" 90.9 118:2 �9b.9; "718.2
100.0 130.6 100:0 430.4
42" :'104.0134.0 ,..100.0 130.0
48` 148" 10010 130.0 100.0 130.0
54" 100.0 '-130.0, 100.0 130.0
60" _100.0 .134.0 100.0 1,130.0 1 - -
-86" 90.9 ,118.2. 90.9 116.2 .11411111 °c
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FL #21899
Sealed:11/2812017
`A�- /MCRJSONANC$OR LOAD CAPACITY-PSR u
NOMINAL DIMS. N6MTNAI,DIMS.JAMB/MULLION NC$OR'EDAD-CAPACITY-PSP JAMB
ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS
TYPE'A' TYPE'D' TYPE'C' MS. TYPE'A' TYPE'8' TYPE
wior»(wy t 14e xElcxr °R.(4) EXT.(+) EX1(+) Va..(+) EXT.(+) EM.(+)
91r. - NT. - 911 - MAOTH.(w) FRAME HEIGHT ENC. - 9m - K.
36' 130.0 130,0 130.0 30' 98.9 130.0 118.7 i '�' 49Y
42' _ 130.0 130,0_ 130.0 42' 84.8 130.0 tOt.B ** a
IL 5 q^� >
48' 1175 - 130.0 130.0 48', 114" 74,2, 130.0 89.1 �.Q p`,q O
II C' U
54' I 72' 104,4 130,0 125.3 54' - 66.0 127.2 70.2_ Q (q t1ic4
60" I 94,0 130.0 1128 60' 59.4 114.4 71.2
66' 85,5 130,0 102_6 36' 94.0 130.0 112.8 a D m
72` 78.3 130,0 94A 42' 00.6 130.0 98:7
36" 130.0 130.0 130.0 48' 120" 70.5 130.0 84.6
42" 124.0 130.0 130.0 54" 62,7 120,8 75.2 0 IL Q< 4
46' 108.5 130.0 130.0 60' 56.4 108.7 67.7
V O
54' 78' 95.4 '530.4 115.7 ��LU�(y
60" 86.6 130.0 _ttl4.1 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. IL Z p 'M
66' 78,9_ 130.p X94:7 z�f
72' 72.3430.0 85,6 SEE SHEET 4 FOR ANCHOR DESCRIPTION. Q w m£
36" 130.0 130.0 _ 130.0
42" 115,E 130.0 130.0
01 ro
48`
100.7 130.0 120.9 v .N
54` 64' $4.5 130.0 107.4 -
60` 80:6 130.0 96.7
66' 73.2 130.0 97.9 m
72' 67.1 129.4 80.6 O J O
36" 125.3 130,0_ 130.0 7-
i074
107.4 1300 128.9 $ -1 W
tT
4.0
48" ��9 � 130.0 112.8 _ p W
54" 90' 83.6 t30.0 100.3 01 a N
60" 753 1 130,0 90.2 Or v
66" v68.4 130,0 82.0 N 0. i
72" 62,7 120.8 75.2 " LI Lu m
36" 117.5 _ 130.0 13tl.0 fZ�
42" 100.7 130.0^ 120.0 d M L0.°i..
48" 88:1 130.0 105.8 +. W M d.
54" 96' 78:3 130.0 94.0
60" 70,5 1300_ _ _84.66
66' _ 841 123.5 76.9
72" 58.8 113.7 70,5
36" 110.6 13010 130.0
42' 94.8 130.0 113.7
48" 82.9 130.0 99.5
o_
54" 102" 73.7 130.0 88.5
0
60" 66.4 127.9 79.6 u
66" 60.3 116.3 72.4
36` 104.4 130.0 .,. 125.3 "
42" 89.5 130.0 107.4 rr r 4
48' tom, 78.3 130.0 94.0 ANCHORS o Di
54' 69.6 130.0 83.6 m`
60' 52.7 120.8 75.2 r--^ .R 5 _..
66' 57.0 109.8 68.4 `5151111 kf tf tlj7/ r` - ,- _
• ` � ��` GEN "'���� ! 1
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FL #21899 ��'�, tl'�3�et� sheet.3 Of
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EDGE DIST. .16Y OR 28Y EDGE DIST' TYPICAL ANCHORS � /
TYPICAL ANCHORS WOOD BUCKS METAL SEE ELEV.SPACING
--_-_-_---—___ -_--— /ly ro
SEE ELEV._ " STRUCTURES FOR SPACING MY 1O
FOR SPACING a it F.B.C.APPROVED RS �; m
e a. a •a _.._�DSTE 11 SEESEPARATEULLION APPR ALCHO �I
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FOR SPACING O O I
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WOOD BUCKS AND METAL STRUCTURE NOT BY EDS 3 _ K)
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM W
AND TRANSFER THEM TO THE BUILDING STRUCTURE. n
i
� of
TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3 m
iG i.�. N t>7 p a
C TYPE �/,16" DA T TEAMN BY' CO' (Fu-177 KSI,Fy155 KSI) D- M
CD w 0
1
ill I THRU 1 B OR 28Y BUCKS INTO CONCRETE W n a.
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR f .
DISTAY S
.! INTO CONCRETE - 2-1/2" MIN.
INTO WOOD STRUCTURE I' MIN. 4
L
TYPE •B'- 7116'DL+, ' i n' (Fu-177 M,Fy-155 KSI) o
j DIRECTLY INTO CONCRETE u
11 t2 2'MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR
EDGE DISTANCES -
!1 2 INTO CONCRETE 2-1/2" MIN.
j' 1 [TYPE 'C'- .5/16" DIA, KS OR SELF DRILI INN SCREWS (GRADE 5 CRS)
i 5 • TO F,B.C.APPROVED MULLIONSOR
INTO METAL STRUCTURES (HEAD/SILL) ����"Ipp App��>,r,�",�,A�i� m
s
(3)THREADS MIN. TO EXTEND BEYOND METAL THICKNESS . 3 ">~MS6'"`•;4/ fr i .a a
ALUMINUM: 1/8'THK. MIN. (6063-TS MIN,)
STEEL: 1/B"THK. MIN. (fy= 36 KSI MIN.) M,70592 r
(STEEI.IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) y;Y L�7• v o a
3J �� drowin o no.
c3 INTO METAL STRUCTURE 1/?." MIN. •t O T 14 4
`TYPICAL ANCHORS .._. __ ..._. _._ .,_ __. __ --_- —
SEE ELEV.- �, a RIDP..•' `•
FOR SPACING EDGE DIST. WOOD AT HEAD OR SILL SG = 0.55 MIN. \� �w1 —�g
CONCRETE AT HEAD OR SILL T c = 3000 PSI MIN. �`L #'2G 1899 \�\L/j/I 11 . �x��` sheet 4 of 7,
Sealed:11/28/2017
1.,
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REINFORCING AS REDD. Q R °-
15 SEE SHEET 2 IL OJ O��-n o
O112 X 3/4'TEKS FOR CAPACITY d
Iv (2)AT EACH END G 4 IL p
4 (1)7 122BETWEEN 3 D 14 (LENGTH m 2/3 OF SPAN) d ti
16Y 07
WOOD BUCK- 0 a 6 Q
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BIXTCRTOR -1
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D.L_OPG.__.� D.L_ OPG.
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DOW CORNING 7 =Y
1/2'MIN. MI a U.
' DEPTH a i/4'MIN, 1/2"MIN, rn Z I-
1'MAGAPX. w Z N a I
SEE NOTE __ FRAME WIDTH ,_,____—__— _ 1•MAX. ER w GAP wH 'Y m
BELOW SEE NOTE
BELOW
0. In rMi gv
NOTE:
MAX.MOVEMENT CONSIDERED-1009 STRETCH,
PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION
MANUAL FOR COMPATABIL[TY OF SEALANT TO SUBSTRATE k WINDOWALL
MATERLAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.
ALTERNATE SEALANTS AT JAMB CAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. o
CAPS LESS THAN 1/4'MAY BE DESIGNED BY ENGINEER OF RECORD BY �1
THE USE OF BOND BREAKER TAPE OR 15%OF GAP ALLOWED MOVEMENT.
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:•�j'• A •.�/` drawingFL #21899
���4/nllt}}%� sheet_5.of 71
Sealed:11/28/2017
ITEM NO, PART NUMBER qUANnTY DESCHIMON MATERIAL MANF./SUPPUER/RFMARKS
UA T'
S
—2.629— 1.2,50 1 EGS-F3 r FRAME HEAD/SILL 6063-T6
AS REOD�
os-F4 AS FOOD. GLASS iTop
M. AS to
F-125 3 EGs-F2 AS REOD. MALE MULLION �6005-T`5 - z
AS 6OOS-T5 -
AS REGO. N
EG�-Fl JAMB/FEMALE MULLION ......
Ft�`- — AS G. ADJUSTMENT RETAINER CUP, :r LONG 6063-75
2.750 ----CGS-F6 AS REDO,
1.750
GS- ANCHOR CUP. le LONG
_LS REGO BOGS-TS ECO
7 WS-F7 AS REQD, EXTERIOR VERT.SPACER EPDM TREMCO.OUROMETER 60t5 SHORE A
EP
DM EGS-Fa AS REQD. EXTERIOR HORIZ. SPACERFPOM TREMCO,OUROMETER 70*5 SHORE A
--5,280— EP AS REOD. INTERIOR WEDGE GASKET EPOM TREMCO,OUROMETER 70±5 SHORE A 0 t
to EGS-FIO AS REOD. SETTING BLOCKS AT 1/4 POINTS,4" LONG EPOM GLAZING RUBBER,OUROMETER 8015 SHORE A
FRAME HEAD/SILL 3/8-16 X 1-3/4- 1/CUP ADJUSTMENT FASTENER AT SILL ST. STEEL cy
12 3/8" I/CLIP NYLON LOCK HEX NUT AT SILL .-- ST.STEEL
. -- 0 ot-
13 114 X 1-1/2 4 CORNER ASSEMBLY FASTENERS ST. STEEL PH PHIL SMS q:a 0- I
z
HSS3XI-1/2 AS REOM REINFORCING TUBE(LENGTH -2/3'.RF MULL HT.�.. STEEL A36 A36
14 S�
(2)AT—rl I O.C. IN BETWEEN Z
-j� i�
15 2 X 3/4'TEKS AS REQD� REINFORCEMENT TUBE FASTENERS ST.STEEL (2)AT EACH END& AT 15
UM T
P OTT
J ALUM AT TOP BOTTOM OF JAMBS&MULLIONS
.094-1 1,235 16 ECS-F12 AS READ. 3/4'X 3/4*X OB2'ANGLE
17 ---'i6S-F4I AS RP= 4-LONG GLASS SPACER, 6-FROM TOP&BOTTOM FPDM (UROMETER RO*5 SHORE A
1.020 -,360
GLASS_STOP }
1594
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094 tQ a:
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4.178 CL
5.562
JB7 r C6 0 m g
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1.077
1.159 REINF. TUBE
0___MALE MULIJON 1.352
2
2.250 .570 �I�"5
0
u"
.016
.125- - - EXTERIOR VERT. SPACER
4,178 (5) RETAINER CLIP Ll��E ic TIM
.%I A fq
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J LJ
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623
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(72 7 .489
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0. EXTERIOR HORIZ. SPACER INTERIOR WEDGE GASKET IN 18
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JAMB/FEMALE MULLION ANCHOR CLIP C�LE 1:1 Sealed:l 1128/2017
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revisions: I RAMPART SERIES 5500 WINDOW WALL (S.M.1.)jl A�_FAROOQ CORPORATION Nf�I ; .I� o' no7T�o�
.� f. xot¢:3�6" t• EGS INTERNATIONAL, LLC ENGINEERS&PRODUCT DEVELOPMENT
V. 3133 S.W. 25TH STREET 9380 SUNSET DRNE,SUITE 220 dr.by 7AR14. MIAMI,FLORIDA 33173 (C.A.N. 3588)
PEMBROKE PARK, FZ. 33009TEL,(305)264-6360 FAX 262-8978COMP2-�W76
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TEL (954)964—N4t FA)(. (9S4) 964-1533