HomeMy WebLinkAboutStructural Beam Mullion EvaluationGENERAL NOTE$;
1. THE PRODUCT SHOWN H€R€IN IS DESIGN€®AND MANUFACTURER
TD COMPLY WITH THE CU RR€W FLORIDA BUILDINQ CODE (FSt
I EN Lu HVH1AND HAS OPEN EVALUATED ACCORDING TDiTH€
TAR ID3 94
TAR 103-94
TAIL 101-94
ASTM O30
3. ADEQUACY OF THE txISTIND STRUCTURAL€ONCR€TUMASONRY
AND P%FRAMINO ASA MAIN WIND FORCE R€SISTINR SYSTEM
CADABLEOF WITH§TANDINO ANPTRAN§F€§RING APPU€O
PRODUCT LOADSTOTH€ FOUNOATON IS THE RESPON3191V" OF
THE ENGINEER OR ARCHITECT OF RECORD FOkTH€PRO1€CT OF
INSTALLATION,
3. IX AND Dx BU€M§IWHEN US€DI SHALL 91 D€SIGN€Q AND
ANCHORED TO PR6OPERLYTRANSFER ALL LOADS TO THE STRUCTURE,
RUCK OB16N AND INSTALLATION IS THE 119 PONSIDILITY OF THE
NSOINKER OR ARCHITECT QF RECORD FOR THE PROJECT OF
4. THE INSTALLATION DETAILS CTIOIB€BHEREIN ARE 91N€RICAND
MAY NOT REFLECT ACTUAL CONDITIONS FORASP€€IFI€ SITE. IF
HR I CONDITIONS CAUSE INRTAUATION TO D€MAT€ FROM THE
REQUIREMENTS ORTNLIB HERO N,A LICENSED ENGIN€€R OR
AR€HITECTIHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THS DOCUMENT IN NGN•NVHZ AREAS, IN HVHZ AREAS, ONE
TIME PRODUCT APPROVAL TO 09 OBTAINED FROM MIAMI=DAD€
R€R:
S. MULLION &CLIP MATERIALI ALUMINUM W91-T6
6. MULLIONS MAY It USED WITH A+L[aPBROV€D FZNFETRA O
CT PRAD UNDER §EPAM%APFRO A z
7. FEE SHEETS 946 FOR INSTALLATION ANCHOR REQUIREMENTS FOR
§PE€IFICAN€HORING REQUIR€MENT§, MULLION CONFIGURATION§,
AND DESIGN LOAD CAPA€ITI€ L
S. IN ACCORDANCE WITH THE CURRENT NO CH30 DISSIMILAR METALS
IN€LURING FASTENERS THAT MAY COME INTO CONTACT WITH
ALUMINUM UNIT FRAMING SHALL RE PROTECTED,
STRUCTURAL BEAM
RECEIVED
JUN 1-5 M0
Permitting Department
St, Lucie County
TABLE OF CONTENTS
SHE T
WIMON
SH€€TO€SCRIUTION
Eg
U
G€N€RALNOT€S ANDTYFl€AL €LEVATIONS
S
G
MULUQN§CROMAECTIONS
®
ANCHOR CLIP CONFI SUMTION3
VERTICAL SECTIONS &AN€HOR ICHEOUL€§
§
H
ANCHOR LOAD TABLES FOR H31(PART $Z§BZSs)ON€=WAY MULLION
€
®
ANCHOR LOAD igBL€§FOR D3B IPARTn301§§)GNE-WAYMULLION=€MUQNLY
7
®
ANCHOR LOAD TABLES FOR 1111(PART PJAIRDP)TWO=WAY MULLION
0
D
ANCHGRLOAD TgR6€SFOR7711(PAAT313D394)TWo-WAYMULUON•€MUQNLY
R
D
MCN93LOADTA&L€§€DR3724ON€+WAYMULUGN
10
D
AN€NOR LOAD TADLESFG11114 oN€--WAYMU UON•€MUONLY
11
®
ANCHORWAOTADLۤ FQR7714 TWQWAY MULLON
SS
B
AN€NOR LOAD TABLES FOR 1724TWO+WAY MULLION=€MUQNLY
C)
€
ANCHOR LOADTABHES FOR 1720(PART 0229136)GN€=WAYTAULU3N
14
B
ANCHUBLOADTADL€§FORn29 IPART473013§IONE-WAYMUWON:€MUQNLY
14
®
AN€HOB LOAQTABL€PFOR 171M IPAflT g1R07D617WQWAYMUUPON
LR
B
AN[NDMkOADTA9L€4 FGRn7A(PARP P33D@M§ITWaWAY MULDON:CMUQNLY
(IMPACT)
TINS
H]Silver Line
wheew4Deeu•
AM€Alt DUMF�N�� PDLV3
IRVMRIRWPIBBVAARDDDDfl4
M
r
4, V€RIPY TKA MUlUONO§I§NPR€34UR§MEETS OR EXCEEDS REQUIRED O€AN PRESSURE OF OPENING I DW@,RI $ l
USING €HART§ QN SH€€7E §•1R. SX
§, OUAUH€b MP TYPES APPEAR ON 5H€€T§3&4, MULTIPLEAN€HGR TYP€PUM§TRATE/€UP COMOINATIONS
WITHIN AN OPENING ARE ALLOWED,
§, TH€€€ SIRD€4IGNPRE§§UM€ORMULLIONORP€NE§TMATIQNPRQDUCTWILLGMRN OVEM€L A§§€MRLY
<8
OKY;A:
OF
RE
MULLION ANCHOR BRACKET 50.2722 (PART #230297)
ALUMINUM 6063-T6)
(6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING
€€€ ®ETARl I A 8
MOW
MULLION ANCHOR BRACKET 50-2722 (PART #2302971
ALUMINUM (606346)
AN6 DRS EOM®I�TCE�IUITAL�ORING
NOTE:
=EITHER OF THE DETAILS SHOWN ABOVE CAN BE USED AS THE TYPE OF HOLE
THROUGH THE MULLION ANCHOR BRACKET, AS LONG AS MIN. EDGE
DISTANCE AND MIN, EMBEDMENT REQUIREMENTS ARE MET,
Silver Line
wwo""been+.
AM€A�€€A�+Gc M}���W oOWi
ZAUWWWMW§AKb=A4
R
OF
MIN,},}/B"
MAN. 2.1/4'
EDGE DISTANCE
SA
MIN, 12i/8°MAX
DRILLINg SCREW FROM
EAC51DEOFTHE
MULLIONTHE
BRACKET, STAERID AS
NECESSARY TO
AVOID
INTERFERENCE
SUBSTRATE BY OTN€R§
MIN.
EDGE DISTANCE
i a ANCHOR DETAIL _
NZa"ULLICIN ANCHOR BRACKET 104721 kPARTB2992B7)
MIN.
EDGE
DISTANCE
1/4° MAX,
MAX, 11/8' _
MIN.1/2'
1 ANCHOR, 00-3/4" §€LF
BRILLINO @PEW FROM
EACH BIB€ OF THE
MULLION INTOTH€
ORACK€T, STAGGERED AS
N€CES5A4
YT0AVBID
INTERIOR INTERFERENCE
MIN, 2/0"
MAX,
EDGE BW4I§TANANCE
® VERTICAL SECTION
AWMINUM MULLION
SIOEVI€W=VERTRIAL
1 AN€HOR,
ORILLINO56PEW €ROM
EACH SIDE OF THE
MULLION INTO THE
3RA€K€T, STAGGERED AS
YEC€§§ARYTOAVOID
NTERF€R€NCE
MIN, 1 1W
MAX, 2-W4
EDO€ DISTANCE
VERTICAL
IMIN!m-
_INffFtIgA
MULLION
DRACK€T 50=9722
(RART0240207)
}/4" MAX.
tlP\ ANCHOR DETAIL
MULLION ANCHOR ORACI{€T MH2722 (TART 023o201
ANCHOR
SCHEDULE
FOR MULLIONS
SUBSTRATECITY
N
SCREW
PER
ANCHDRTYPE
EMDEOME
NIT
EDGE
DISTANCE
LOCATION
(IN.)
(IN.)
FANCHORORACKET
�KETWOOD
RT
E
O1aWOODANCHOR
1.5
OJ§
CONCRETE/
CKET
I" 0 SIMPSON
MASONRY
RT
4
STRONG-TIETITEN
1.0
2,00
0230297)
ANCHOR
ALU
ANCHORDRACKET
MULLION/ALUM.
59-2722(PART
E
012S€LR•DRILLINGSMS
3THREADS
a:OD
/ST€€L
0230297)
NOT
=H€AO. SILLAND JAMB HAVE
SIMILAq B€fiAlL5
NOTE
DETAIL§ SHOWN ARE M
MU CIP�BL
NFq MULLION
CONFIGURATION§, 91995, ANUO€SIGN
FREE§9R€§,
Silver Linel
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DAT€I 02 19
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TABLEN TۤI
SHEET 4 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS:
SPANS IS ALLOWED,
171
ONE-WAY MULLION DIAGRAMS
QUALIFIED ANCHOR CLIPS
(ETDIMENSION§, MULLION ANCHORDRACK€T 47!223 T#23 297
ALUMINUNT(-T6)
WS FOR WOOD SCREW OR MULLION To MULLION ANCHORING
N STRONG-TI€ TITEN ANCHOR
IG SCREWS (GRADE 5)
BAm 1:11. or
HAVE A MIN: EMBEDMENT OF 1.1/2" & EDGE DISTANCE OF 0.75", WOOD §HALLBE EE=
4LL HAVE A MIN, EMBEDMENT OR 122/4" & €DO€ DISTANCE OF 21, CONCR€T€ SHALL
HAV€AMIN:(B)THREADS PENETRATIONO€YONDM€TALSTRU€TUBE•ST€€L§HALL i ibB` I- IYIULLIONANCH@RBRA[K€TSD•2n?j@AiLTn25D2D7
HICK) SR KSI YIELD & ALUMINUM SHALL HE MIN, 0.1" THICK ALUMINUM RD§§•T6. 2728
'CEOfI"FOR BOTH ALUM,AND STEEL. PAR 02D ALUMINUM-(ED§3-TB)
A....... -ee tee, , ..�A:., foR @ON€RETE"ANCHORMfi
a ftgr Line
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