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GENERALNOTES:
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA GUIMING CODE (RC),
INCIU01M HVHE AND HAS BEEN EVALUATEOACCORDING T07HE
IMM-0;
TAS 203-94
TAS 20294
TAS 201.94
ASTM MG
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2%FRAMING AS MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPU€O
PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. IX AND 2X DUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE G€NBRIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVHE ARM. IN HVHE AREAS, ONE
TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMIAAOE
RER.
S. MULLION IS CLIP MATERIAUALUMINUM 6093-T6
S. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION
PRODUCT1, UNDER SEPARATE A OV
7. SEE SHEETS 5-10 FOR INSTALLATION ANCHOR REQUIREMENTS FOR
SPECIFIC ANCHORING REQUIREMENTS, MULUON CONFIGURATIONS,
AND DESIGN LOAD CAPACITIES.
S. IN ACCORDANCE WITH THE CURRENT FBC CH70 DISSIMILAR METALS
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH
ALUMINUM UNIT FRAMING SHALL BE PROTECTED.
AMERICAN CRAFTSMAN WINDOWS
PLY GEM WINDOWS
SILVER LINE WINDOWS AND DOORS
SERIES 2723 (PART #230295), 2724, 2728 (PART #2302
STRUCTURAL BEAM MULLION (HVHZ) (IMPACT)
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
,,fi
iu�®�d
IV1m " aeNiRArNotdsANDT:rIEA1EiLvA7raks -_ _._-
..
071-
m 70—M
,---.'_ 7 = -MULLIONS CROSS SECTIGNS _
MAIN
1 SOM
BT�IAeTY.'i'4�ANCHORC41P tDHFIGUAATlONS'.."' _
I�4�
I�RDtt�'
- VE�jLCA�SE0TI0N3 F. pNCNOR §CHEDULR
6
B
ANCHOR MAD TABLES FOR 2723(PART 0230205) ONE-WAY MULLION
6
B
ANCHOR LOAD TABLES FOR 2723(PART anDISS)ONE-WAY MULUONLMU ONLY
7
B
ANCHOR LOAD TABLES FOR 2721(PAU 4230205) TWO-WAY MULLION
8
D
ANCHOR LOAD TABLES FOR 2723(PART 6230293)TWO WAY MULLION-CMU ONLY
7
��
'. [GA�7A8L��f27F$N�WAY.MULUON
B
--
ANCHOR UO TABLES FOR 2724 ON&WAY MUWON.CMU ONLY
it
B
ANCHOR LOAD TABLES FOR 2724 TWO�WAY MULLION
12
B
ANCHOR LOAD TABLES FOR 2714 TWO•WAY MULLION.CMU ONLY
11
B
ANCHOR MAD TABLES FOR 2728 (PART 4280296) ONE-WAY MULLION
14
6
ANCHOR LOAD TABLES FOR 2728(PART R230196)ONE-WAY MULUON{MU ONLY
IS
D
ANCHOR MAD TABLES FOR 2726 (PART E230206)TWO-WAY MULLION
16
D
ANCHOR LOAD TABLES FOR 2728(PART 9230296) TWO-WAY MULLION-CMU ONLY
r W1�I— 42--j
L
A
4
7
WE
wl
1
TYPICAL ELEVATIONS
WI
4. VERIFY THAT MULLION 06SION PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING
USING CHARTS ON SHEETS 646.
S. QUALIFIED CUP TYPES APPEAR ON SHEETS 3&4. MULTIPLE ANCHOR TYPE/SUBSTRATEICLI P COMBINATIONS
WITHIN AN OPENING ARE ALLOWED.
6. TNELESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY
--C oaen
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FL6067
DATE: D2 11 19
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SCALE: NTS
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SHEET
9
OF 16
SERIES 2723 (PART #230295)
TUBE MULLION
SERIES 2724
TUBE MULLION
M
0
SERIES 2728 (PART #230296)
TUBE MULLION
NOTE:
1. MULLION PROFILES SHOWN ABOVE ARE
OF ALUMINUM, 6063-T6 MATERIAL
2. SEE SHEET 3 FOR SPECIFIC CLIP TYPES
AND DIMENSIONS.
ERSilver Line
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OM[RIGJ1(PALILMAN NWCOWI
IL�¢MwINpLINS
IILVLRYNL VINmW, RNOGMAI
_MULLION ANCHOR BRACKET 50-2722 (PART #230297) MULLION ANCHOR BRACKET 50-2722 (PART #230297)
ALUMINUM (6063-T6) ALUMINUM (6063-T6)
(6) ANCHORS FOR WOOD SCREW OR MULLION TO MULLION ANCHORING (4) ANCHORS FOR CONCRETE & CMU ANCHORING '*
C G
re1R
DETAIL I . DETAIL 2
COUNTERSINK HOLE THROUGH HOLE
NOTE:
1. 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.
SA OF�'�
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I ANCHOR, 08.3/4' SELF
DRILLING SCREW FROM
EACH SIDE OF THE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TOAVOID
INTERFERENCE
MIN. 1•3/8'
MAX. 2.1/4•
EDGE DISTANCE SUBSTRATE BY OTHEI
INTERIOR 1
MULLION ANCHOR 1�
BRACKET SO-2722
(PART0230297) MIN.
MAX.11/8" EDGE DISTANCE
MIN.3/l° 1/4°MAX.
MB.
MIN,
EDGE DISTANCE
�� ANCHOR DETAIL
uWON ANCHOR BRACXETSD•2722 (PART 423D297)
MIN.
EDGE
DISTANCE
SCREW
1/4" MAX..
MIN. EMBED
MAX. I I/8'
MIN. V2`
VERTICAL
MULLION
1 ANCHOR, 08-3/4" SELF
DRILLING SCREW FROM
MULLION ANCHOR
EACH SIDE OF THE
BRACKETSM722
I
MULLION INTO THE
(PART a2302D7)
BRACKET, STAGGERED AS
NECESSARY TO AVOID
EXTERIOR
INTERIOR
INTERFER€NCE
MIN. 1.3/8°
MAX. 2.1/4"
EDGE DISTANCE
Q VERTICAL SECTION
ALUMINUM MULLION
SIDE VIRWVERTICAL
MAK. 11/8"
MIN. 1/3"
EXTERIOR j
1 ANCHOR, K8-3/4" SELF
DRILLING SCREW FROM
EACH SIDE OFTHE
MULLION INTO THE
BRACKET, STAGGERED AS
NECESSARY TO AVOID
INTERFERENCE
MIN. 1.3/8'
MAX. 2•V4'
EGG DISTANCE
VERTICAL
MULLION
MULLION ANCHOR
BRACKET 50=1722
INTERIOR (PARTa23D297)
RMINEMS
1/4" MAX,
'R1 ANCHOR DETAIL
MULLION ANCHOR BRACKET 34.7722 (PART R230297)
ANCHOR SCHEDULE FOR MULLIONS
INSTALLATION
SCREW
EMBEDMEFD
DGE
SUBSTRATE
TYPE
CITY PER
ANCHOR TYPE
NT
TANCE
LOCATION
(IN.)IN.)
ANCHOR BRACKET
WOOD
SO.2722 (PART
6
#12 WOOD ANCHOR
1.5
0.75
023D297)
CONCRETE/
ANCHOR BRACKET
}" 0 SIMPSON
MASONRY
50-2722(PART
4
STRONG-TIETITEN
1.0
2.00
0230297)
ANCHOR
ALUM.
ANCHOR BRACKET
MULLION/ALUM.
50.2722(PART
6
R12 SELF -DRILLING SMS
3THREADS
2.00
/STEEL
023)297)
NOTE NOTE
•HEAD, SILL ANDJAMB HAV€ DETAILS SHOWN ARE TYPICAL FOR ALL
SIMIWR DETAILS MULLION NC LIP ASS BLIES,
HE fOR A75WA—BU MULLION
CONFIGURATIONS, SIZES, AND DESIGN
PRESSURES.
Silver Line
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ONE-WAY MULLION DIAGRAMS
QUALIFIED ANCHOR CLIPS
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TABLE NOTES:
-
1, SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEET FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS,
W. !A %11"N
W. r. bt ec
2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS 15 ALLOWED.
3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS.
A�w°®nA"m•'xw L%TAA'
BOO ��iw R
EE EET 3 FOR SPECIFIC BRACKET DIMENSIONS,
MULLION ANCHOR BRACKETMI12T2 PART#230297
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FL6067
5. ANCHOR'REQUIR@ME77T5:. ALUMINUM 6063.761
wcoiZL1 wobo;iC 5 1 Lm• I— FOR WOOD SCREW OR MULLION TO MULLIONANCHORING
• CONCRETE: 1/4" SIMPSON STRONG -TIE TITEN ANCHOR
DATE: 0711719
• METAL: 012 SELF -DRILLING SCREWS (GRADES)
6, INSTALLATION SUBSTRATES:
• WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF I-1/2"& EDGE DISTANCE OF 0.75", WOOD SHALL BE
°'1O- rar I,el•
+ O + O
DW0 BY:
I"IR
CHR, BY:
HF
N. S.G oD, 5.
oAs.
SCAIEi NTS
• CONCRETE ANCHORS SHALL HAVE A MIN, EMBEDMENT OF 1.3/4" & EDGE DISTANCE OF 2". CONCRETE SHALL
DWG. #: SW DO15
B MIN, 0 OPSI.
SHEET
• METAL ANCHORS SHALL HAVE AMIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL xDo' MULLION ANCHOR BRACKET 50=2722 PART #230267
BE MIN. 18 GA. (0.045' THICK) 33 K51 YIELD &ALUMINUM SHALL BE MIN, 0.1"THICK ALUMINUM 6063•T6.
ALUMINUM 6063-T6)
WITH MIN, EDGE DISTANCE OF 1" FOR BOTH ALUM, AND STEEL.
2724
FOR CONCRETE ANCHORING
2. FOR MULL LENGTHS SHORTER THAN 60" USE VALUES FOR 60" LENGTH,
OF
plastpro
5200 W. CENTURY BLVD.
L"OS ANGELES, CA 90045
h
GLAZED FIBERGLASS DOORS
SINGLES
w/ o'r w/o SIDELITES
INSWING / OUTSWING
G GENERAL NOTES "IMPACT"
1. fib product has been ovdluated and is In compliance with the 6th Edition 120171
' Florida Building Code (FBC1 structural requirements; excluding the "High Velocity
Hurricane Zone (HVHZ),
a
2. Product anchors shall be as listed and spaced as shown on detoN. Anchor
ompedmont to base material shall be beyond wall dressing or stucco.
E
� 3. When used In areas requ4ing wind borne debris protection the product complies
with FBC Sections 1609.1.2 & R301.2.12 and does not roqulre on Impact resistant
A covering, This product meets missile level 10" and includes Wind Zane 4 as
darned In ASTM El996 and FBC Sections 1609,122 & R301.2.1 ,2, 1.
4, For 2x stud Framing construction, anchoring of these units shall be the soma as
g, that shown for 2sbuck masonry construction.
1L
5. Via conditions that tlovlate from the details of this drawing requlro further
ongineerIng analysis by a licensed engineer or registered mchliect,
TAEZEOPCONTENTS '
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(IMPACT RATED)(HVHZ)
OENERALNOTES:
1. THE PRODUCT SHOWN HEREIN 19 DESIGNED AND
MANUPACTUREO TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE EFBCI, INCIODINO HVHZAND XAS
BEEN SVALUATEO ACCDAINO TO THE FOLLOWING:
F TASZ01-04
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• TAS303.94
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R AAMAAYOMA/CSA SOI/1,5,1/A44008
Z. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, ZX FAMI NO, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING PATSY CAPABLE OF
WITHSTANDING AND TANSFERM NO APPLIED PRODUCT
LOADS TO ME FOUNDATION IS IN RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECTOF
INSTALLATION,
S ANCHOREOTOPAUCKS UP€RYVNEN UTANISFEALL LOAM TOTHESMALL BE CROONED O
STRUCTURE. SUC9 DESIGN AND INSTALLATION ISTHE
RESPONSIBILTY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION,
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
ASP€CIPICSITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO OCVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PR9PARE SITE
SPECIFIC DOCUMEN73 ER USE WITH THIS DOCUMENT IN
NON-HVHZ"RAJ. IN HVH3 AREAS, ONETIME PRODUCT
APPROVAL TO BE OBTAINED FROM MIAMI•DADE RES OR
AN).
S. ON THIS PRODUCTIIN AREAS EGUIRiNC IMPACTDAEQVIR60
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INSTALIATIONNOTES;
S. ONE (1) INSTALLATION ANCHOR 15 RIQUIREP AT EACH ANCHOR LOCATION SHOWN.
A. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO 0€ USED FOR PRODUCT INSTALLATION OF THI
MAXIMUM SIZE LISTED.
1, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF tl111NCH THE DEPICTED LOCATION& SPACING IN THE ANCHOR LAYOUT
DETAILS (1.E., WITHOUT CONSIDERATION OF TOLERANCESI. TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT CAM INSTALLATION ANCHOR WITH LOAD DEMING 6HIMIS). MAXIMUM ALLOWABLE SHIM STACK TO BE SIB INCH.SHIM
WHERE SPACE OF VIC INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC DR BETTER,
5, FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG ASTHC MINIMUM IMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE OF ON SHEET A FOR MORE
INFORMATION.
5. MINIMUM EMBEDMENT AND EDOE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT UMITED TO STUCCO, FOAM. BRICK VENEER, AND
SIDING,
T. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE ACORROSION RESISTANT
COATING.
B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTAMT0N ANCHORS INTO MORTAR JOINTS, EOOEDISTANCa1SMEMURID
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S. INSTALLATION ANCHORS SMALL 01 INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS
SHALL NGT BE USED IN SUBSTRATES WITH STAR NGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10, FOR INSTALLATION ANCHORS AOOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, Ulf FLAT HEAD ANCHORS.
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