HomeMy WebLinkAboutNOA 4-11-16A4�i��41t� L APPROV DAbo N016
c+ AEVISE & RESUBMIT AEJLT- rT'EDh1I, 1U 1•/i1T
ONOYNEVIkNED . r `�f RYl�illTli'tt)�1NIA�1
SUbmiWS are YOVIO d fol c�!nsaflltanse �;yr, tlesi�n �
! IG -I� � ' DO Fills w •
�(VAp91�)��� and general compliance. ,vii.; i1 t o Con eunl� —
Notatloils DO Blot AillbafiZe CI111!gp Tit l`pld;'aCt S;lnl. AAb CO
r .1.�.. bUCT COiiO O
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Db PtT OI A]; ��T®ICY gdf W6ffa0 � r � "0011 iO 1S➢ OS StiV 26 Stfeei, Room
DOARD. 1ND CODSADMINISTAA ]sit i9 fur �egfllnsil''ry�n;l*1C(Fltll► •>� '3:2-590 T(786)515-?.599
I t;S 7v'f1:h .'f�s��°+'1i14fiil.a„ inmidnde. ov/ecogom
"U398 , m l o I ,� iv i jl GT ][ndustiries, xuc. pgbbllit! of IVOWials 0"nd :'a S: �tb[Un
1p70 7CechnologyDrlve woiic viiih outer trams Hari si;�CD 'trirt;,{10oi �r.tt;',_:;�
1!Torth Venice,T`L 342'1� >;vottt.la a�SafH tata .sntistrl;3t,� tflGnru�}jEll{T9tE ,;
with ills i,n'n'asct Dactlnivllts. ta, •,,,. f,
This NOA is being issued turd a ®�ivles andr�ts ; ou use of cattstructIou
materials. Tile documentation SnbIIili � } vi an f d� 1C 1b Dade County RER
Product Control Section to be used ittlldnrttle`'oirnty . _ °uaa'W`ier.allovved by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated WOW. The Miami Dade County Product Control
Section the County) and/or the AHJ (in areas other than MiamiT)ado County) reserve ttte right
to have this product or material tested for quality assurance purposes; If this product or material fails to
perform in the accepted.manner, the manufacturer will incur the expense of subli testing find the AIJ may
inunediatoly revoke, mollify, or suspend the use of such product or material within the jurisdictign. RER
reserves the right to revolve this acceptance, if it is deterrifted by Miami Dade County Product Control
Seotionthat'this pioditct dr titateHal fails to meet the requirements of the applicable building code;
Thisproduct is approved as described herein, and has been designed to comply with the Florida Building
Code, inoludidgthe High Velocity Hurricane Zone:
RE, SCIHPTIONt Series "PGT" Clipped Ilxtruded Aluminum Tube Mullion - -L.M I.
APPROVAL DOCUMY , NT. Drawing No- 6300jTt, titled "Impact Resistant Aluminum Tube Mullions",
sheets 1 tinough' 25 of 25, prepared by mom faoturer, dated 09/29/11, with revision B
dated 10/10/14; signed and seated by Anthony Lynn Millet; P•E., bearing the Nlfami--Dada County Product
Control Revision stamp -with the Notice of Acceptance number and_ expiration date by the Miami -Dade
County Product Control' Section: - - - -
LABELING; Eacit unit shall bear a permatterit label with the manufacturer's name or logo, city, state,
model/serles, and following statement; "Miami Dade County Product Control Approved", unless other vise
noted herein.
9E *a of this PTOA shall be considered after a.Tenewal application has beenfiler{ and there has been
no change in the applicable building code negatively affecting the peribrrnance of this product.
'I`�RIVIIN'ApON of this NQA will occur after the expiration date or if there has been a revision or change
in: the materials, use, And/or tnah faoture gfthe product or process. Misuse of this NOA as an endorsement
Of any product, for sales, .advertising or aiLy outer piupbses shall Automatically tardinato this 1`TOA. pailure
to comply with any section Oft NOA.-shill be cause fox terininatioiit and removal ofNOA.
,�};Dy RTYSIi;MC1VT; The NOA riuiiiber preceded by the words Ml2rni-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature, if any portion 'of the NOA is
displayed, then 1t shall be done in its entirety
INSPEGT)<QTii A copy of this entire 3�10A shall be provided to lire user by the rnarritt'aeturer or its
dtstuliutcrs and shall be avFtilaliie for inspection at.the job'site at the revluest of the Building..Of vial.
This NOt1 revises. and i eneivs NSA# X4 105.01 and cottslsts of this page 1 and evidence pages 84 rand
E-2, as well as approval doaumentmentioned above:
The
submitted docum®matron was reviswed by Manrtel Perex, F }'J.
— NOA No• i6-02-18,0:3.
t+ItAMhD nEGOut+rnr j ExpirationDaO: May26-,ipl
' 7�i11 IO Aip'rova.psitel April ld 2016
d Page I
]PGT Industries IRC.
NOTICE OF ACCEPTANCE: BYIIDENCE SUBMITTED
A. DRAWINGS
Manufacturer's die drawings and sections.
(Subntitled under NOA No.10-0819.03)
2, Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10114, prepared by
manufacturer, signed and sealed by Anthony Lyrrrl Miller, P.E.
B. TESTS
1, Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202--94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic 'Wind Pressure Loading per FBC, TAS 203 -94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru &1), dated 02/28111, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.B.
(Submitted under.NOANo. 10-0819.05)
C. CALCULATIONS
I, Anchor verification calculations and structural analysis, complying with FBC 2010
and with IBC 5flt Edition. (.201.4), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1.. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL -CERTIFICATIONS
1, None.
Manue a •ex, P.E.
Product Corm oI aminer
NOA No. 6-0218.03
Expiration Date: May 26, 2021
Approval Hate: April 14 2016
E_1
PGT industries,
NOTICE OF A XEPTANCE: L+ �7ENCE Stl7l$METTi l D
Y STATEMENTS dated
1. Statement letter of conformance, complying with �'lIC-5'h Edition (2014),
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miliei, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
�< OTBERS
Notice of Acceptance No.-4-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped JJ xtruded. A,IuminjIm 'fie Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
iYlanuel
Product Contr 1 miner
NOA Na.-ozzs.a3
Expiration Date, May 26, 2021
Approvai )Date: Apri114 2016
E-2
U)TABLE FOR ALL LOCATIONS REG2UIRING
NON -IMPACT ORLARGE AND SMALL
MISSILE IMPACT RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE �PENING WIDTH FORVERTICAL MULL--{
MULLIONS r1 SEE DETAILS I
SHEETS2-3
NI
SEE DETAILS I VI
ATHRU c; I
SHEETS23
MUL
J
VERT.
LENGIN
JSEE DETAILS
A•D,GH;
HORRANTAL SHEET521
MULL
LENGTH HORRONT_
MULL
LENGTH
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS'
MULL �---OPENING WIDTH j
LENGTH
OP>� EI�_yD• LENLIM
P+TxjL" �
SINGLE MULLION SINGLE MULLION
\,_ FROM FIGUURE� BOWL
FSTANDARDS USED:
FLoPJDABUlLDINii66DE ITS% 5TH EDITION
GN MANUAL• ADM-2O O2012 FOR WOOD STRUGTION
-201 D
1 BI
A
/ S!
HOR2CNTAL
SEEDETAILE. N jLL
'snEEr3 1
FENESTRATION
PRCCUCTS MAY
CBE OFANYTYPE.
MUSTBE
MANUFACTURED
BY PST.
GENERAE NOTES'
FORTHE
F)EDETAILS SHOWN ARE FOR NE51RATIONPRODUC7 INSTALLATION.MULIITYPICALAPPLICA110NSARESHOWN EACH SITUARE IN ADDITION To �ON SUNQUANcHORS EEQANDSHOULDBE
muss BE ANCHORED PRROPERLYTO TRANSFER LOADS AND ARETO BE DESIGNED BY OTHERS_ CNSTALI-ERFORTHF-13r2SrINSTAU-kT'ON METHOD. OPTIONAL iX DR2X WOOD BUCKS IF USED,
ONs
2}yq� IS AND
NUMAS BER
EE-NCHORS 15 DO II NEED To BE DIRECTLY ATTACHEDDTo THE MULLION CUPSE OF THE MULLED , 13UT SHALL
NOT HAVE AGAP or- MORE THAN 114 FROM THE CLIP.
3) THE ANCHORAGE METHODS SHOWN HAVE BEEN! DESIGNED TO RESIST THE WIN DLOADS CORRESPONDING TO THE REQUIRED
jLAjE
D SIG ANCHSURE-MUA7ONS HE1.6LCALM DURATTIONEFACTORWAS USED ORNO MORETHAN ITHEEVALUATICNGo. THE 113 EOFWOODSCREWS-SS INCREASE WAS USED
4) PROPER SEALING OF ENTIREASSEMBLY IS THE RESPONSIBILITY
OF OTHERS AND IS BEYOND THE SCOPE OF THESE
INSTRUCTIONS.
5) USE THE COMBW ED W IDTH OR HEIGHT OF ONLY -TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINEPR.ESSURESAND
ANCHORAGE FORTHECOMMON MULLION. SEE EXAMPLES ON THIS SHEET AND SHEET 24.FORMULTIPLEUNTTS, CONSIDER
ONLY TWO ADJACENT UNITS AT-AMME WHEN USING THE DESIGN PRESSUEAND ANCHORAGETABLES. THE LOWEST DESIGN
PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY.
6) WHEN FINDING YOUR SIZE N THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT STGESHOWN ON THETABLEPS).
7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSNG OR STUCCO. WOOD BUCKS BY OTHERS. MUST
BE S APPROPR
IATE ROPERLY' TO TRANSFER
SLUBSTRATE MATERIAL DISSTO IMILAR MATERIALS SHALL BE PROTECTED AE STAUOTURF- ANCHORS9HALL BE COATEDREQUIRED OR RTO PRON EVENT
ENTISTANT
REACTIONS.
8) REFERENCE: TEST REPORTS: FTL--6443; ELCO ULTRACONIAGGRE-GATORNONS
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REOU>REMENTS OF THE FLORIDA BUILDING
CODE,
AROVEDENESTRA710NPRPAC AND NOGCURRENTAF'PROVALSMUILIONSAREON[YTOBEUSED WITH
10) MULLIONS ARE IN COMPLIANCE FORUSE IN THE HVFM
WICTHHEI HOF UNITS T OF EACH INDIVIIDUAL MULLION COMPASSEMBLY IS UNLIMITED LIES WTTHTHE REQUIREMENTS OFDTHISNOA£ SPAN AND OPENING
1
f--H ORIL MULL LENGTH^ j
MULTIPLE MULLIONS
INSTRUCTIONS
1) DETERMINETHE DESIGN PRESSURE REQUIREMENT (LBSIFT) FOR THE OPENING USINGDUCTS
F AME DE STANDARD-
2) CHOOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH.
TO SHEET25TO DETERMINEIFTHE WIND LOADING IS'RECTANGULW OR'TMANGULARfTRAPEZOIDA':-
GENERAL kOTES.•....._._•.._...1
yNSYRUCfIONS....•.•--•---.•--• 1
ELEVATIONS....--•- - - 1
MULLTO2XWOOD .-.-.--.-'2
MULL 701X& MASONRY_..-.-- 2
INSTALLATION NOTES._-,-r-•. 2
MULLTO MASONRY...•-.-.- 3
MULLTO STEELVMD--.---•-•3
MULLTo MULL._....•.._--..
nFff:RCR SPECS ..-3
1.25X3Y5 X.544 MULLSPE05_11
I.W X 394 X.824 MULL SPECS..-1S
2X4X.28 MULLSPECZ --.1G
2XSX25MULLSPECS— --`IT
1.2BX 2.11 X.125 MULL SPECS..-16
3D• X3.2S 6AY MULL SPECS...-1S
45•X326 BAY MULLSPECS..-..20
MULLION a CLIP DIMENSIONS 21-
EXAMPLES 1 &2_.._.- .•-.-24
LOADINGExAMPLES-- .._--.25
9) REFER
SPECTIVELY USING
4) FIND THE CHOSEN
THE MULLION TYPE,
TABLESIATHROUGH18A,ONSHEETS STHROUGH2ORE
ENDING IF THE MULLION Is SPANNING VERTICALLY OR HORIZONTALLY). THE
--.. eoc.Rl IPP PMIBREMLNT (LBS/F_l'� FORTHE OPENING OBTAINED N
,T.
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND 714E VALUE IN THE NEXTCOLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE W INDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE METTO ATTAIN THE FULL MULLION CAPACITY.
6) FROM THE ANCHOR CAPACITYlLBS1 TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE
ANCHORIsllHSTRATEIANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CUP PATTERN AND VERIFY THAT THEM QURED ANCHOR
CAPACITY IS MET.
7) TFTHE MULLION CAPACITY (LB OBTAINED IN THETABLE IS HIGHERTHAN THE DESIGN PRESSURE REQUIREMENT (195JF7-) FORTFIE
OPENING, YOU MAY llSE THE IANGKOR CAPACITYADJUSTMENTFORMULA^ TO OBTAIN THELOWERANCHOR CAPACITY REQUIRED. WITH THIS
VALUEA LOW ERANCHOR CAPACITY OPTION MAY BE SELECTED FORTHE SAME SUBSTRATE
BE
AND COM?AREVVITH THE FINAL
CgpA'ITYTHE DESIGN PRESSURE RAnNG (LBSIFTI) FOR THE FENFISTRAMON (LBS1F7ilOBTAINEDFOR EMULLIONSYMM.THELOWEROFTHETWO HAOAPPLYFORTHE ENTIRE MULLEDFENESTRATIONN
PRODUCT ASSEMBLY.
9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPEC
APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT.
th. slMida
Uv
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DETAIL B:
. MUV10N MULLION ATTACHED TO
DETAiLA:IX
WOOD. BUCK AND MASONRY
MULLION T0;9XWOOD'BUCK '(STANDARD CLIP SHOWN)
OR WOOD FRAMING.
(OFFSET CLIP SHOWN) MULLION
II
..I' I j 21.29 FDR�HOLE _ .6• ,
STANDARD OR '•`p 'EDGE.,.. e '.
DISTANCE,
OFFSET MULL 1 I i • . r . 'fDRRE�p.�
CLIPMAYEE I •((�,D, Fly 444.
q,
IN5.7ALI•F-D64 .4 a 2111, r.. .. a
TIU$ME7HOD
4.
a + a
a d a EXTERIOR
•G •. + '6d EDGE ..,4
• ,G. . • ' DISTANCE p
°• -4 FOR -
a. .. a �•' °• �.' •' MASONRY
'•� _ °, •(NE OFFSET CLIP.15 Z.
RECOMMENDED FOR
Yf d., .. a + ' WINDOWs.OUTMAY
EXTERIOR' °. OTHERSEFRAMEn 6.
FRONT VIEW
INSTAI:IAT
S) ANCHOR EMBEDMENT To 6ASE.MATERIALSHALL 8EBEYOND WAU-DRESSING LRSTUESiD
2).QUAN7lTY.OF ANCFIORS AND Mil) LION S1ZE'.SHOWIJ ABOVEAI?EFORPICTORIALREPRESENTATICN
CORRECfQUAEhil7T1!A1:7DLQCATi N FANq'IORS;MUST,BEFOLI:OWEDHREFERTOTtiETABCESONTHE
FOLIAWING SHEETS. FOR DETh1LS'A. •D; EITHERTHESTANOARO OFtINTERIOR GL1P'MAYBEUSED:
'3)ANCHDRHFADTYPETNLYBEPANFIEAD,HEXHEAR'ORFLA'11.'1F.AD. •
'q) WOOD BUGKS AF2E OPTIONAL, SEE DEfA14'C; SHEETS,
'53
S:S,.AGIAGREGA7 RMASONRY�+Npli I •DADECOURTX•APPROVf;D
ILUDN
7RANCHDR
BUCK&hVP PERSUBS111tA7E, .
AND sEESEETAsIESts•Sfi8
8 DhLE
$EENOTES;
•tdIN27.K51•?••'�r'
,:;•�rj'r� EDGE
CONC1iETE0ROMU' • �pISTANCE
SEESEETASLES,
:EOGED16TANDE SE•16B
F09MASONRY
ANOHORS SIDE VIEW
u
a
ERHERTHE
-
_
° STANDARD'OR
a OFFSETIdULL
.
�� CUP MAY EE
INSTALLED DY
^
��
THIS ME(HOD
� M.ANCHOR
PERSUSSfRATE,
SEETASLEs SB.S6s
SUCKSTRIP-
ASTACAMHMEFIT
BY. OTHwt
eMSED1N.EM�.• •r•�. •r%', .y. j.•: �•7- SEEND7ES:
1 :: "i • +..r ... •.. SHEET I.
U92.7 HSI CONCRETE ORCMU
FROM VIEW
`\pt\( 1.YNF1
,=•F��:'VGfNSB ''•F'Q ,����
rc
. � 7ti : • No. 58705 :�
i�n'� ••.. FLOtiIOA.• �r
1{. LfNNIM)LLeE7, P.E.
FL P.E.# 587D5
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
ERHERTHE
S7ANDMD OR
OFFSET MULL
cualaAYBE
INS7ALLEDBY
THIS IdE7H0O.
EXTERIOR 4
T d••
E71GED1S7ANCE
FOR � HO�R.S '.
A
TYp.AMCNOR
—PFRSUSSTRATE
/ SEETABLES'IH•13B
ATTAl
BY O
ME
sH
MN2_7 MI CONCRETEOR CMU
FRONT VIEW
INSTALLA
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2) QUANTITY 0FANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATIONTHE
CORRECTQUSFTHE ANCHOR ANTITYANDLOCAMOONOFANCHORSMUST13EFOU-OWEORTO ANCHOR DISTANCE,
DTY IS BASED PARTLY OR THE HREFERTO7 EBEUSEDONTHE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHFAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3.
y) FOR MASONRY APPLICATIONS IN MIAMI-DADS COUNTY, USE ONLYMIAMI-DADE COUNTYAPPROVEO
ELCO UL7RAC014 OR ELCO 114, S.S. AGGREGATOR MASONRYANCHORS,
DETAIL E-
MULLION TO MULLION
INTERSECTION
(U-CLIP)
--LIL
NOTES:
1) MAY SE INSTALLED IN .`TEE" OR°CROSS"
VATSES
INTERSECTIONS.
2) MAYBE INSTALLED HORIZONTALLY
ISHOWN) OR VERTICALLY.
3) SEE U-CUP DRAWINGS, SHEETS 21-2S
FOR CORRESPONDING MULLION-
/__nnILOoN
THE OFFSET ODP IS
IiECOMMElIDEO FOR
WINDOWS�81� V
ALSO SEUSEDFOR
OTE{ERFRANIETYPES.
I
FRONTVIEW
EXTERIOR
FRONT VIEW
EXTERIOR
SEESHWM21.23FOR
HCLELOCATICNS
EDGE
DISTANCE
SEETABLES
18.138
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEEL STUD
(STANDARD CLIP SH(
NOTES:
1) FOR 2X WOOD -BACKED STEEL STUDS, WOOD
ANCHOR VALUES MAY BE USED -
SHEETS S•20 OR QUANTITY OF SCREWS%
SIDE VIEW
m complyinS�viih Ikc Flbridn
.`` 't vi, Alit
. ,
$O. pGNSC ''•: Q
n j No.56705
flu—
.t
S1 E of ��=
'A'.�L'YNMIMi4l�.EF}. P.E.
FL P.E.# 58705
DET_ AIL F=
FIE)•D-WdlrlECD)P, MULLION CLIP
NOTESFORINSTALLATION OPTIONS P
1) DETAIL IS 140T APPLICABLE FOR THE BAY OR t26' X2.11' X .126' MULLION.
2) SEE.TABLES 1 B-TSB FORANCHOR QUANTITIES AND SHEETS 21-23 FORHOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLEFORTHIS APPLICATION•
DETAIL G: .
ANGLE MULUON CLIP
(ANGLE CLIP)
DETA)� H•
BAY MULT6N I STALLAT1ON
HAT MULL
r7
O
:01
TOP V1EW
i EXTERIOR
t
i66
MOST BE
'SAYWLL
)R INSTALLATION OPTION G 8 H:
ANGLE CLIPSPER MULLION END: CL1P5 MUST BE INSERTED 1NSiDE OF MULLION.
�� „�,�„L G: SEE TABLES 1B-148 FOR ANCHOR QUANT(TIES AND SHEETS 21-23 FOR HOLE
LOCATIONS.
3) DETAIL H: SEE TABLES 168 OR 168 FOR ANCHOR 4UANTITIES AND S4iEET 22 FOR HOLE
LOCATIONS.
as
Flamm
�-t�, lya5(TC
r � fry 14 �i
`I P''L�Ft�4�3aR?t'_E.
FL 705
F
!: FIGURE2
S
E
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
FIGURES:
FIGURED:
TABLENOTES:
!) SEE SHEET ! FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON Lo ING.
SEEsliErZS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BBTWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MU[1lON CLSPS SHOWN ARE;NOT 70 SGALfi FOR EXACT DIMENSIONS, SEE SHEETS 21-29.
FlGIIRES SHOW GGES7m. APPROXIMATE H LEIS EST ONS. �S7RlCTIONS SHOWN ON SHEETS 2T-23.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 901 SPECIFICATIONS, HOLLOW AND GROUT FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM'f0 ASTM'690. WOOD SHALL BE PRES$UR&TREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.65 ALUMINUM SHALL BE 6063T6 AND BEAMINIMUM OF T14CK. STEEL STUDS 70 BEA MRIIMUM GRADE 33 AND ,046' THICK (!9 GAUGE). STRUCTURAL S7EELTOT0 BRAT
S BEYOND
7HEMAT ERITMAI. �l08IC 23ANCHORS NTO WOOD MAYABE 57EELE &B .S.ORA 03.S,C�7HREAD
�3
oY
PRODUCTRMS£D
as eotnplyingwi,h $eFllaida
Building .0215��3
ASKca,a„mD (
By
Muni ePmdaet
�..•'�cBNsg .�
Yr
SI TE
` •.. rLOR����C��� \
rl^
A.
1
FIGURE 2: TABL_�NOTES'
LOADING-
FIGUREt ® 1) SEE SHEET iFOR INSTRCTIONSONUSINGTHETABLESANOSHEES'25FORINFORMATIONON
U
® ® ® ® SEE SHEETS2-4FORGENERALINSTALLATIONMETHOOS-
2) LINEAR NTERP, ArLOM BE WEENTAULLLENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
HEETS
FIGURES; Hp Vi„S TO BE DRILLED N THE FIELD FOLLOWING DIMENSIONAL ONAL RESTR1CnONS SHOW N ON SHEE132t 23a
® Q� FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
ANGLE CWP MUST REUSED IN PAIRS. CONCRETE BLOCK U131TR ChLU)S ALLOCON ORMOTOCA35TM O'`�'iWOOD SHALL BEPRE SURE-TRPATEOLLEO
FIGURE 8: YEU OW SOUTHERN AT
PNE WITH AN SG OF O'BS. ALUMINUM SHALL BE 6063 T5 AND BE A MINIMUM OF
CONC
0�� �
FIGURE4: FIGURES: THICK.STEELSTUDSTOBEAMINIMUMGRADE33AND.04STWCK(lBGAULEA GE).STRUCTURALSTEEL7D9EAT
THE LEAST -12 A 1 #TO & #t 3ANCHOAN RS INTO WOO. MAY BE 6TEEI 'III
6 eNS.S OR 41B S.S CRC TMREAPS BEYOND
e
RS
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FIGUREZ: TABLENOTE3
FIGURE I' ® 1) SEE SHEET IFOR INSTRUCTIONS ONUSINGTHETABLE5ANDSHEET25F0RINFORMATIONONLOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEARINTERPOLAMON BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
H 2123
TFIGURES:
��p BE USED IN PAIRS.
FIGURE4: FIGURES: FIGURE
m
3) MULLION AND MULLION CLIPS SHOWN ARE MOTTO SCALE. FOREXACT DIMENSIONS, SEE S EEfS -
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATTONS.
.ICATI
s. HOLLOW AND
UT
4CONCR B B O K NI7 (CMU) SHN-L CONFORMO ASTM C-90. WOOD SHALL BEPRESSURE-�RFATED
YELLOW SOUTIiERN P1NE WITH AN s0 OF 0.65. ALUMINUM SHALL BE G063-'T8 AND BE A MINIMUM oF.12S
LEAST iTE TH CKAND A3&ALL ANCHORS Wp 0 METAL SHALL IFXTtHdD ATLEASTS SORE WHREADS BEYOND
THE T IW TL.#to & #12 ANCHORS lNTO WOOD MAY BE STEEL,10-8 S.S. OR 410 S.S.
I' X Z-75"X.650° MULLION
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,600, Alum
Tuba Mull ,� &
ITGUREI: FIGURE2:
701nrV.•..,o. _._ wfi 80 in 10081 120 in 71➢1n ,�, ur
ReoluiWlar TropIDlmA• Radanvd TtOP'TA m. RatlonDnIw TMapffilatq. Raclan➢olar TmW01om. RaelanDnlor 71apfTAang. RaamnD�dar Tmpffram. RaotanWly TmpJMwZ
lno&n➢ Load nA LwdnD Laed'mD LoadloD l.0aci0D LoadO➢ L0001➢D Loaft Lowing LcadnD Loadn➢ Loadm Loadm
a tt a Fj v Sif o,e c�v i5_ o 9•
na S uo e & g
FIGURE 3:
ANGLE CLIP MUST BE USED IN PAIRS.
FIGURE4:
"MOD
FIGURES'
FIGURE&
O
-) X (-MUIIION CAP.,,,,,c„/ _ANCHOR CAP.,,,
JSETHIS FORMULA TO OBTAIN THE'ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUALPRESSUREREQUIREMENTFORTHE
OPENING, WHEN IT IS LOWERTHANTHE MULLION
CAPACITY (FROM THE TABLE) OFTHESELECTED
MULLION, IT WILLYIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE ,
ANCHOR CAPACITYTABLE.
F1.00T -t
TABLE NOTES:
1) SEE 'HEFT'FOR INSTRUCTIONS ON USING THETABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METH0D3.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND'OR OPENING WIDTHS IS ALLOWABLE
3125'
a._.,"
3) MULLION AND MULLION CUPS SHOWN ARE NOTTO SCALE. FOR EXAOTDIMENSIONS. SEE SHEETS 2123.
DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M
HOLES TO BE
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACT 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALLBE PRESSURE -TREATED
SG OF O.sS. ALUMINUM SHALL BE6063-TS AND BEA MINIMUM OF.125'
MULLION
YELLOW SOUTHERN PINE WITH AN
THICK. STEEL STUDS TO BEAMINIMUM GRACE 33AND.045'THICK(i3GAUGE)_STRUCTURAL STEELTOBEAT
ALLANCHORS INTO METAL SHALL WSND AT LEAST 3 SCREW THREADS BEYOND
y X 3.125' X S'
0,VFMULLION)
LEAST 125' THICKAND A26.
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAYBE STEEL,18-0 S.S. OR 410 S.S.
pROOUCTRI'V15ED
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FIGDRE6: FIGURE7:
FlGURESt o o .
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ANGLE CLIP (FIGURES;5S6� MDSTBEUSED IN'PAIRS.
n 12
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CUPSSHOWNARENOTToSCALE.FOREXACTDIMENSIONS'SEES
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SUGGESTED„APPROXIMATEHOLELOCATiONS:
0.;�'
°. STATE'. r ��
4)SUBS'CRATE§CCONCRETE SHALL CONFORM TOAC13D1SPECIFICATIDNS;HOLLOWkND.GROUiFILLED
CONCRETE BLDCK UNR iCMU) SHALL CONFORM TO ASTM d90. WOOD SHALL BEPRFssURETfTED Y� oW
NUM SHALL BE60WSAND BEAMINIMUM- OF..125°Tti1CIGSTEEL
,.125" � •...... C9`�
-T 'cSlSl
SOUTHERNPINEWITRANSGOF0.55.ALUMI
STUDS'MBEAMINIMUMGRADE33AND.045'THICK(?HGAUGE).STRUGTURAI.STEELTOBEAT LEAS'f.125'THIGIC
1•.X4'X.126� A,LYNN�dILLER P.E.
MULLION
ANDA26 ALLANCHO11%INTOMETALSHALLEaENDATLEAST3SCREWTHREADSBEYONOTHEMAIERUt1810&
'#12 ANCHORS INTO WOOD MAY BE STEEL,18.8 SS. OR 410 S.S.
FLP.E.468705
ANGLE CLIP (FIGURES 5&6) MUST BE USED 1N PAIRS.
TABLE NOTESt
1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE,
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23. HOLES TO BF -DRILLED INTHE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
SHOWN ON SHEETS 21-23. FIGURES SHOWSUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND
GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 0-90. WOOD SHAD_ BE
PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE
60B3T8AND BEAMINIMUM OF.I2STHICK. STEEL STUDS TOBEAMINIMUM GRADE 33AND.045`
THICK 8 GAUGE). STRUOTURAL STEEL TO BE ATINTO METAL SHALL EXTEND AT LEAST Z�SCREW THREADSIBEYOND THE MATERIAL#10 Ѣ
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S. OR 410 S.S.
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FL P.E.# 58705
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TABLE NOTES:
ON LOADING. SEE HEETS 2 4 FN OR GENERAL INSTALLA
UsINGTHETABLESANO SHEET TION METHOODS 25 FOR INFORMATION
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION cLIP8 SHOWN ARE NOT TO SCALE. FOR MOT DIMENSIONS, SEE
SHOWN ON HEET521.20BE DRILLED IN THE FIELD FOLLOWING 3FIGURESS14OWSUGGEESTED,APPRODXIMATEHOLELOCATIfl LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND
GROUT-FSLLEO CONCRETE BLOCK UNIT; (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
BEPRESSURC TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6063-75ANDBEAMINIMIIM OF.126'T14ICKSTEELSTUDSTOBEAMINIMUMGME33AND
045' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LFAST.12S THICKAND ASS. ALL
ANCHORS INTO
METLCHORS SHALL
WOOECENDATLEAST
MAY BE EEL 3SCRE VRMS.BEYONDTHEMA7ERIAL
_._ I
125'X 3.160' X 265'TAULUON
(1.114'vr MULLION)
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FIGURE 1:
FIGURE 3:
FIGURE4: FIGURE5:
me El
FIGURE2
ANGLE
CLIP MUST
> ® BE USED
IN PAIRS.
FIGURE S:
) X f. nr!`:n"" w.r.,o, "'. } -ANCHOR CAP.—
:1SETHIS FORMULA TO OBTAIN THE -ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
OPENING, WHEN IT IS LOWERTHAN THE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION- IT WILL YIELD A MINIMUM ANCHOR
CAPACITY WHICH MAY BE USED TO QUALIFY
ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTABLE.
TABLE NOTES-
1) SEE
ON LOADING I FOR SEESHNEETS2 FOR ENEON SING RALINSTALLA 0 METHOOTABLES AND DS 26FOR 1NFORMATION
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE
SHEETS 21-23.14OLES 70 BE DRILLED IN THE FIELD FOLLOWING D IMSIONAL RESTRICTIONS
SHOWN ONSHEEm21-23.FIG URESHOWSUGGESfED,AP OXIMAT
SREHOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI301 SPECIFICATIONS, HOLLOW AND
GROUT FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90. WOOD SHALL
BE PRESSURE.TREATEo YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE
6083•TSAND BEA.MINIMUM OF.100'THICK. STEEL STUDSTOBEAMINIMUM GRADE 33AND
045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST ,125' THICKAND A3& ALL
ANCHORS INTO METAL SHAD. EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL
#10 & #12 ANCHORS INTO WOOD MAYBE. STEEL,18-8 S.S.OR410 S.S.
1?SO`
3,250•
,low
1?S'X3.25'X.1
MULLION
Flor d:
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FL P.6•# 58705
1)SEESHEET 1 FOR INSTRUCTIONS ON USINGTHETABLES AND SHEET25 FORINFORMAMON
ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOR EXACT DIMENSIONS, SEE
SHOWN ON SHEETS 21- 9BFlGURES SHOW SUGGLESTEO, ALLOP RDXIMATG DIMENSIONAL
EHOLE LOCCATIONS.Ns
4) SUBSTRATES: CONCRETESHALL CONFORM TO ACI301 SPECIFICATIONS. HOLLOW AND
GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL
FIGURE 4: FIGURES: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PPIEWITHAN SG OF 0.55 ALUMINUM SMALLBE
8069TSANbBEAMINIMUM OF.10D`TH)CH.STEELSTUDSTOBEAMINIMUM GRADE 33AND
® ® 045' THICK (18 GAUGE. STRUCTURAL STEEL TO BE AT LEAST.I2S T BEYOND
A36. ALL 1�rfMULLION.624'
® ® ANCHORS
NCHO SINTOMETAL
ETCHORS LSHALLTO EXTEND AT
MAY 13E LEST3SCRF OR410So9.B ONO THE MATERIAL MULLION
R3
PRODUCTREVISED
os comp[yin8 with 1h-71micim
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LINN
No.9S70�
13
A-'LP.E.
FL P.E.9 SB705
ON LOADISEE NG. SEE SHEETS 2-I FOR INSTRUCTIONS
FOR GENERALNG THE L NSTAL AT ON METHODS. AND SHEET2B FOR INFORMATION
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE
SHOWN ON SHEETS 21-2321-21 HOLES TOBFIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCCAATIONS IOMONS
4) SUBSTRATES.- CONCRETE SHALL
GROUT FILLED CONCRETE BLOCK L
BE PRESSURE -TREATED YELLOWS
806335AND BEAMINIMUM OF.10C
045'THICK (18 GAUGE). STRUCTUR
ANCHORS INTO METAL SHALL EXTE
#10 $ 912 ANCHORS INTO WOOD M/
m To ACI 301 SPECIFICATIONS. HOLLOW AND
J) SHALL CONFORM To ASTM C-SO. WOOD SHALL
q P1NE WITH AN SG OF 0,55, ALUMINUM SHALL BE
STEEL STUDS TO BE MINIMUM GRADE 33 AND
LTO BE AT LEAST .125'THICK AND ASS, ALL
=AST 3 SCREW THREADS BEYOND THE MATERIAL
EEL.18.8 S.S. OR 410 SS.
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USE THIS FORMULATO OBTAIN THE ANCHOR
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6�
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FIGUREI FIGURE2 ® ° u 7ABCENOTES:
FORMATION ONLOADING. SEE SHEETS 2.4FOR
1]SEESHEET-1FORINSTRUCTIONSONUSINGiiIETABLESANDSHEE725FORM`�� �[)1�••-..:-•-.,•CY i�
° GFJ4EFIAL INSTALLATION METHODS. = T : • 1
_
° 2)LINEARII•FTERPOLATIONBE7WEENMULLLENGTHSANDIOROPENINGWIDTHSISALLOWABLE. 4.000" '�' •+� • Wo.'.iS705 � rJ
FIGURE 5' FIGURE 6: -
m D m
3) MULLION FIELD FOLLOWINGMULLION
CLIPDIMENSISHOWONAL AREN`OTTCIONS SHOWN SHOW UGGESTED.APPROBXIMATEHOLEN /
m m m m
Tf0F��
m ° LOCATIONS. a:P •'• RLORIOP '•
TES: CONCRETE CONFORM TO 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT %/t^SSY�• , ORV -''�GJU
FIGURE7: FIGURES: RGURH9: FIGURE10: ANGLECUp 4)SUBSTRA 2-X4•X.25•AtULUCN Ills DIVlA1�TIt
• , o ° (FIGURES LIP ( 1U) SHALL CONFORM TO ASTM C-90. WOOD SHALLBE PRE$SURE-TREATEDSTO BE SOUTHERN PINE WITH SG OTHICK (isF 0,55.
MUST BE USED ALUMINUM SHALL BES083-TSANDBEAMINIMUM OF.126'THICK.STEELSTUDSTOBEAMINIMUMGRAEXTE EXTEND
AST3SCR A.LYpiNIMItLER,P•F.
•• •^ � � STBE S. GAUGE). STRUCTURALSTEE.TOBEATLEAST.I2S'THICKANDASS.ALLANCHORSINTOMETALSHALLEXTENDATLFA573SCREW FLF.E.65B705
°IN THREADS BEYOND THE MATERIAL #10  ANCHORS INTO WOOD MAY BE STEEL. 18.8 SS. OR 410 S.S.
• • °
ABLE ISA M"jj. Gapolty Two Ibse
0ponfAgYJtdtb (rorvsdicaly spardrg m llats) or Opening Height (torfndmtdally
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SO In 761n 00 N Rein teole
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Roctengular rmp w v. LoettnQ L03dnQ Ldadnu LnadaQ Laadng . WOOD LnednQ LDA
2x aX.2b tmd6p lnadme LoadnQ WOO
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TABLE NOTESI
1) SER SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET25 FOR 94FORMATION ON LOADING.
^,_.{
: REDUO[RRVISSD
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
as wmplying wishlheFlucids
Buldiug Code
2) LINEAR INTERPOLATION BETWEEN MULL'LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
Ac ,1— M (fo-0'LIS. n3
Expualim Dot
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23-
FIGURE I:
IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN 6N SWEETS 21-23.
2116^
By
'
® ® HOLES TO BEDRILLED
FIGURES SHOW SUGGESTED, APPRoXl.7ATE HOLE LOCATIONSL
I
Mi i>ede %III ]
lli II11!!
ANGLE CLP MUST BE USED IN PAIRS. 4) SUBSTRATES? CONCRETE SHALL OONFORM TO AD] Sol SPECIFICATIONS. HOLLOW GROUT -FILLED
ti�� (LTI�y
�����-`'�OFJ�SF'lFQ
CONCRETEBIOCKUNTT(CMU)SHALLCONFORMTOASTMCSO.WODDSHALLBEPRESSURETRFAiED
PINE WITH AN SG OF0.55.ALUMINUM'SHALLBEB053-TSAND9EAMINIMUM OF.125`
YELLOW SOUTHERN
THICK. STEELSTUDSTO SEA MINIMUM GRADE 23 AND.045"THICK (18 GAUGE). STRUCTURAL STEELTO BE AT
INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
1.(IN (INTEGRAL FIN MULLION)
= 'i.' ; �1a.5870a
..
LEAST .125" THICKANDA36. ALLANCHORS
' THE MATERIAL #108#12ANCHORS INTOWOOD .MAYBRSTEEL.1&BSs.OR41OS.S.
— •/�� tat11[` Cf—
A. LYNNIMLLL9 P.E.
F . P.E.# 5870E
FIGURE 1.
e•
FIGURE2:
m o m m
FIGURE3:
O O m m
a m
ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS.
TABLE NOTES
1) SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEESHEETS 21-23.
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONALRESTRICTIONS SHOWN ON SHEETS 2b23.
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TOACI 301 SPECIFICATIONS:HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80, WOOD SHALL BE PRESSURE-rREATED
YELLOW SOUTHERN PINE WITH AN SG OF 0.66. ALUMINUM SHALL BE 5083-TS AND SEA MINIMUM OF.125'
THICK. STEEL STUDS INBEITMINIMUMGRADE33AND.045'THICK(18GAUGE).STRUCTURALSTEELTOBEAT
iHEMATERTAL#t0&#t3ANCHORSANCHORS
INTO WOOD MAYMETAL
SHALL
BE E TEND LE OTS.S.SCREW THREADS BEYONO
P2P.DUCCRBVISE.D
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laadnp LandnO LOedma LoadnO Lnadna LwdnA LoadnA LoAft Laadna LaadnO L0a9nA L0ad0p S
DEG.AL ,� a ws
_ �.-. % a 8 3^ S" 1-i
BAY MULL .,. $ g e�a3-•$t2
-. $m �� -. .___ ,.._ .... ..... .•... �... .>nn ♦��n .Ynn sRs 17aa 1498 17i
1401n looln
ckn9t107-nop'TflanO• Reet.g ler TmpM=g
sadnA Lowing Lasdng Lnadnll
{{S I
� .€
- An0h07
b�laotmla: 23 Cgicm.
A,wdxTYpa. 011e'ElaaNaaew t14`Qw UnnNAD
AnchorCU patterns
Edge dsSaroo[ing t" y171 1• 2A/Y
EmneSmmt Mk tal4' Salir 1ai4` laid•
2AmAnLampfe®@s5'M041S01ns
4 Ma.o.4((420pa
..--•--a,>....�.,,�„>,�sAnnraaro:liFlu.ar. it2lma ttzmm Q5811>r 2z4am:
CC act
]Ak Casa
Lame saa
NWoa CMu
-
Fi1cd C7.1V
PT Woad
6ielel
S,ta.
bile'
2'
2515 )as
zasam:
7715`EYa ulaaw-
1• z-17t
btlC 1-1f4'
Sim
Sf4'88Eko RIS-00
i14`FJca UlLacw A09MSAW Umveen
t• 2tfY Z 7.715•
t-iH` 1•V4• 1-114• 14l4•
7401ee 3T7416a 7?LflEa
94.58 Qm
Atgn t+ator
z'
T
104B IE6
17f0Slesl
5cmw ioG
oA9•
iara
pf28ktl
SGmn (G57
0.6d•
-1•va•
R72Sktl
Scma(GS)
0.a8/•
woe:
aaams
m2lb!
442ms
Im me
11a80 ftm
FIGUREI:
TABLE NOTES:
t) SEE SHEET OR INSTRUCTIONS ON LES AND SHEET25 FOR INFORMATION ON LOADING.
LONS
LATIUSING METHODS.
SEE SHEETS 2.9 FOR GENERAL INSTALLATION METIiODS.
SHEETS 2-4
2) LINEAR INTERPOLATION BETWEEN MULLLENGTHSAND(OR OPENING WIDTHS IS ALLOWABLE,
FIGURE 2
3) MULLION AND MULLION CLIPS SHOWN ARE NOT 70 SCALE FOR EXACT DIMENSIONS, SEE SHEETS 2123.
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2&
e ®
e m
HOLES TO BE DRILLED IN
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
FIGURES:
4) SUBSTRATES: CONCRETE SHALL CONFORMT0ACI301 SPECIFICATIONS: HOLLOW AND GROUT-FRLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C90. WOOD SAlBE1 RE.URE-TREATED
OF.125'
e m
e e
YELLOWSOUTHERNPINEWITHANSGOF0.55,ALUMINUMSHALLBE6D63-75ANDBEAMDJIMUM
THICK. STEEL STUDS 70 BE A MINIMUM GRADE 33 AND .045' THICK (13 GAUGE). STRUCTURALSTEELT0 HEAT
LEAsTA251 THICK AND INTO METAL SHALL IX BNSSAOR4LEAST BEYOND
o
e
S.S.R���S
THE MATERIAL#100 AN5. CHORS INTO WOOD MAYBE SSTEEL,1HORS
ANGLE CLIP (FIGURES 1.3) MUST HE USED iN PAIRS -
ANCHOR CAPACITY ADJUS1MhN T J-U=Uu -
(DP„) X ( ANCHOR CAP„,,,.,—) _ANOHOR CAP.—
MULLON CAP.,,s,.,.,
USE THIS FORMULA TO OBTAIN THE ANCHOR
CAPACITY REQUIRED' CORRESPONDING TO AN
ACTUAL PRESSURE REQUIREMENT FORTHE
OPENING, WHEN IT IS LOWERTHANTHE MULLION
CAPACITY (FROM THE TABLE) OF THE SELECTED
MULLION. STWILLYIEL➢AMINiMUMANCHOR
CAPACITY WHICH MAYBE USED TO QUALIFY
ADDITIONALANCHOR OPTIONS FROM THE
ANCHOR CAPACITY-JABLE.
F ed&
��\t` •�YOENS,� �91
-jY N0 SB>OS
Q)
A,VN(J'�Al�'GER:
FL P.E.# 56705
.375',
MIN.
0 owp_m
PEN
r r
4
G
i
......
i ...............d... ... .. io......
STANDARD CLIP
:M-TBALUM.
TOPYIEW
137.T
1' X2.7S X'.37S• MIULLON
'6063-16ALUM.
XBECTION
t
I .2125"
1 U+CLOP
608346ALUM.
r *SECTION
1z5•J I 4
-»-1.741, F--
.375"
MIN.
1.
I
I .
l
t
I
OFFSETCLIP
6D53•TB'ALUM.
TOPUIEIN
.3w MIN:
A I. U•CLIP'
BOB3?sALUM.
TOP.1!IEW
CENTEROFMCHOR.
HOLEMUSrUE
WRHNTHEDASHED:
9OUNDARY:SEE.
SHEETS5-1760RTHE
ANCHOR-O.C.
DISTANCE MAXIMUM
"ANCHOAHOLE
'DWMETMANCHOR
DIAMETER+'IIIG'-
jm
r
1`X27SX.65D• MULLION
8063•T6ALULL
Y.SECTION
...I
2X5 ANGLE CLIP
60133 76 ALUM.
aDCo^ xsEcnoN
IL .125'
i.375' MM..:
__
ixsArli,LEcuP
6013-76ALUM.
TOP416v.
CFtMROF'ANCHOR HOLE MU6TLIE WI'fIi1NTHE
DASHED BOUNDARY, SEESHEETS 5-
'ANCHOR MC. DISTANCE MAXIMUM ANCHOR
HOLE: DIAMETER:ANCHORDIAMETER+ IM61.
'Mull: Dlmenslon (Sheet#)
PGT Part it
Mullion
Std. CII -
offset clip[ U.ellp
AnOla C1Tp
jL 1. X2 X.129- (5)
e66O5
.e66113M•
6661118M I 66S243M i
SMi'lM
X2° X:375'. (6) ,
686006. 'i
066114W
6661119M 1 666244M
666512M
°X2.76°X.375°(7)'
�1'
BM07
666115M
6661120M SM245M
666519M.
X2,75' X.650" (8)
66606 i
666116M'
6661 i2iM 666246M
SM14M
1" X3.12S X.SOW (9)
68637M.i
6681116M
6661114M 666242M`
MiSM
1.2S'*3.186" X.265" (12)
66641M i
686i117M
d661113M :666241M
666516M
Jaw X2.11°ZtV(is)
69370 ;'
WA
WA WA
W017M
NOTES:
1) HOLES.TO SEDRILLED IN THE FIELD FOLLOWINGDIMENSIONAL RESTRICTIONS OWEN ONTHIS SHEET.
2) SEE' SHEETS'S 20 FORSUGGESTED, APPROXIMATEHOLELOCAmONS 8 ANCHOR O.C: DISTANCE.
3)SEESHEETS 2.4 FOR GENERAL INSTAUA- TIONMETHODS-
r-t.268•--I
2.St6' .125'
.tas^
L . saD• �
1.26•X 2.ii'X325' MULLION
SOM78ALUM..
%SECTION
TAR1 C'A
Dinwid6D
Value:(in)
F.or,Mulllon:
1' X2' X.12S
Aluminum
Tuba Mumon
6
2854
O
0.895
'D
0:740
A
1.126.
1'X2'X.375°
Aluminum
•ubc Mullion
S
2404
C
0.535
D
0.490'
A
1.875
.1"X2.76•"X
:37S"ATUT61flum
Abe Wilton
S
S:0W
C
0.757
D
1.118
E
.450 Min.
A
1.312'
1'X2.75'X
6501
1 Aiurchum
Tub;�'Muillon
B
3:000
O
0.476
D
1 0.835
A
2.ODO
1. 50fY1 0Mai
Tuba Mull
B
2637
C
0.863
D:
1,137
A
2.625
1.25' X3aB8`
XQ65°'Alum
Tube Mull
l3
3.211.
C
D
0.662
1.762
A
1.813
1.2r X2.11° X
.121° Aium
7Uhs Malf
LUZ
A. L'YNtIJIty�l}�A)�,E.
FLP.S1511705
10"
1".X:4'X.125
MULLION.
:60S3.76ACUM:
X SEOTION
a59'
3250'
A W'
1.25'X9.Z6'X.100'
MULLION...
BODSTd ALUM.
XSECTIGN
30''BAY
8003.1
XM
•-�•) 1.060, f-
1�X4'X•a7S• " VXVl 375'
MULUON 'T=MULUQH
• 6063'[6•AU)M. :BOBS-?8?I•UM.
XSEO710N' XSFGTION
'12SX3:2SX92C 1i25'5f 3:94'X.G241
!MULLION MUL116H
BDIIS-TBALUM. `BGOS75TION
X-SECTION XSEC.
.875'
MIN.
74Q
1111 "II -.125^
I I
' .125"STANDARD CLIP 1C.
2125'UP
20W' 6063.T6AI_
%SFL.fWN U-0UP M.
2s i B XSEC ONLL
N 125'
CENTEROFANCHOR HOLE MUST -UE WITHINTHE
DASHED BOUNDARY--E'SHEETS-ncouTHE
ANCHOR 0.0, DISTANCE MAX
HOLE DIAMETER: ANCHORDIA
iWDTES:.
1) HOLES'TO $EDRILLEO 1N THEFIELD FOLLOWING t))MENSIONAL RESTRIC)70N8'.GIVEN ONTHIS SHEET.
2)SEE Sl(EETSS20-FORSUGGESTED:APPROXIMATE.HOLEL.06ATI614S.
3)SEESHEETS 3-4 FOR GENERAL INSTALLAT)ONME(HODS.
Iz
11 nerve ,. 375"
IEATE FCLIP,SEE; '
TAU.. RSHEEr4
I
1
1;
I;
I
I F.
I
STANDARD CUP
6083•TOALUM.
TOPVIEVI
.375"
CENTEROF
ANCHOKHOLE.
. MUSTLIE WRH04
THE DASHED
F I
BOUNDARY.SEE.
SHEETS520FOR
f:
TMANO"OR O.C.
DISTANCE
MAXIMUM
ANCHOR HOLE
I
DIAMETER:
ANCHOR
.DIAMETER+1116'.
.375-
I;
I.
f
I,
I
f
I
I.-
-- 1
• OFFSET.CLIP
00346ALUM.
TCPVIEW
U•CL1P
0063•TO ALUM.
TCPVIEW
TAB TABLSO CONT.•
DlmIon Vnlu6:Tpn) ForMu111on: DIMunalon VRID@.pn) FOTMullI0n1
36"ae'X4X
.6F
F 1.938. 1 "f3:25'
G .1.000 .12S G 0.500 X.624'
H 208D. Alumlmmt H - Aluminum
I 3.0W, Tutia Mhlllon r l 3.250-Tut4i:Munlan
F 3.187 1' X4' X F 2825 13S.X394
G 0.757 .375' G 1.125 X:624"
H 2430.... AILIPTnum 'H 1.500 AlUminum
1 3.W0 Tu1ie s"P I 3.250 Tuba Mahlon
F 22W 1.27..X325 F •2.813 .30tB .MUII
• G MT60 X:1o0' F 1 2-875 :45' B MUII
H L5W AIUW=n
3.250 Tubo M011lan
TABLE D
PGTPert'8
(W.-tf) MulOon Std..C1Ip OTToeteilp
U.Gllp
An0la 011p
VX4'X.12S.(10)
W4
1 W81liM I 8881122M
SM241M 1
966518M
1' X4X.375' (11)
6681D1
888112M Wall23WIl
65VA2M.1
66MBM
VX'4'X.37S'1'(11)
66653
1 666112M +808i1239
686242M
'.688519M
1.2S.X3,25' X.100'(13)
20180.
�651121M V41124M
G882410M
68651i6M
1.26MX3.7b'X:624'(14)
20101
�a6,=14 6861i25M
OW7.4tiM
8885t16M
1.25' X3:w X.624' (15)
20182
6881117M 6681128M
888241M
886517M.
3D Dtare D (19)•
66648
WA WA
WA8685t10M
45 Dcom.,(20) _
66850
WA WA'
TWA
6685111M
.-C&UCT
Ez
e
wcals.03
`i`\�• �pENSg•c� 'C �
r:
N0, 50705. :
FL P 56705
TABLE E
Mun Dimenslon PGT parto
9-
(sheetg Mullion
T X4 X.25" (16) 56602
Std.Cnp
666261M
U-Clip
686271M
ikh91eclip
6666112M
II
2" X6° X.25" (17) 66604
666262M
666272M
665511SM
STANDARD ce3:rSLULL
6063-T6 ALUAi
2.000'
XSECTION
NOTES:
I
.125'
1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING
DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET.
2) SEE SHEETS 5.20 FOR SUGGESTED, APPROXIMATE
HoLELOCATiONS
3)SEE'. SHEETS 2AFOR GENERAL INSTALLATIONMEfHODS.
- �
•
CUTHERETD
2000' ,376"
MIN.
4.000"
250' 2•X 4• X 2Y
MULUON
6063 TB ALUM.
XSECTION
.250'
r--a6DD•---I
L OFANCHOR HOLE MUST LIE
THE DASHED BOUNDARY -SEE
STANDARD CLIP
6063T8 ALUM.
TOFV&W
U-CLIP
V 6063T6ALUK
2.1L
2W I XSECTION
.12 ,
0`-4 T
1376•
3,43V
I
606345ALUM.
CENTER OFANCHORHOLE MUST" LIE
WTHINTHEDASHED BOUNDARY. SEE
2X5 ANGLE CLIP
6063T6 ALUM_
2000' XSECTION
t
.12ti
3_43B'
CUt'HERETO II
3M7IN6
DIAMETER: AN -CH-
OIR DIAMETER• 1I16'.
CREATE FUP,
37SArk MIN. I rSHEET4 .SlS•
.---
---------- I It
1
I I
I 1
I
j I i 5.438' I 5.438"
1 I
1 I
MULLION
MULLION
BD63 T6 ALUM.
XSECTION 1 I I I
L..
STANDARD CLIP U-CUP
8003-TS ALM 6053-T6 ALUM.
TOP VIEW USED FOR 2` X 6' MULUDN, SHEET 17
TOPVIEW
MIN.
�----------------
t
2X6 AHGLE CUP
CENTER DFANCHOR HOLE MUST LIE 6083TSA.UM.
WITHIN THE DASHED BOUNDARY, SEE TOPVIEW
SHEETS S-20 FOR THE ANCHOR O.C.
DISTANCE. MAXIMUM ANCHOR HOLE
DIAMETFR:ANCHOR DIAMETER + 1li6'.
____--__�-�__
( I
1 1
L—__.._____--___-_ --__J
2X6 ANGLE CUP
8083-76 ALUM.
TOPVIEW
MIN.
�nCDUCT RL-V13E0
xi complyingivilh the Florida
SnildinsCode
OI
ao-2 )
,1? • Wo, 58706 't
S1'EQF 4/
.......aF...`G1��.
A LY1�N MILLER, P.R.
FL P.E.# 53705
FCE VERTICALMULL.ION� -
T1iEBU0J71NesUssTRA7H IS KNOWN 70 BE.WOODON ALL FOURSIDES.THE WINDOW FRAME DEPTH 152-lP .THE-OPENNGREQUIRES ACESIGN PRESSURE OF+60.0/-80APSF•
buy
iC
:SINGLE
NDANeUoRsulHF�w
i)WITIALI.YASSUMINGTHATAi"WIDE MULLION IS'SUITA8LE; THE MULLION I.ENGTHIS72'ANDTHEOPENING WIDTH IS3r+32#i.=83":REFERENC)NGSHEET25;THECOLUMNUSING
RECTANGULARLAAOINGMUS'TBEUSED SCANTtiEMULUONTABLESFORAMULLICNTHATISATLEASTTHEWINDOWFRA?*DEPTHOF2.AlMp'NBLLMEETORIXCEEDTHEREQUIRED
_
DESIGN PRESSURE OF*60.01•.OPSF.IFTHETABLE'DOESNOTSHOWTHEMOTSIZE,USETHENEXTLARGERSIZEAVWLABLE
o
\:SEE•-,
SEE-.
FROMTABLE 3A, SHEBT7,THE 1'X275' X-375"MUWON(LENGTH =72", OPENING WIDTH =70') MEETSTHE DEPTH.REQUIRID;HOWEVERTHE OESIGN PRESSURE IS+1-S82 PSFAND WOULD
?�
49
.FENEST%tATION
osTAus,
SH29 S
NOT9ESUITABLE FORTHISAPPLICATION.
c
PrOV
.FROM TA$LE4A,SHEETB.THE1'X275"7L,660°MULLION (LENGTH =72,OPENINGWIDTH =70•)HASgDESIGN PRESSURE OF+1727PSFWHICHIXCEt:.DSTNEREQUIREMENTSFOR THE
'
>L
OPENING AND MAYBEUsIDiN7HIsAPPLICATION.NOTETHEANCHORCAPACITYREQUIREDOF638LBS.
a
7Y
MULLION
2 USETASLE43T0FINDTHEANOHORTYPE, ANCHOR QUANTITY AND CLIPTYPEREQUIRED FOR•THEWOODSUBSTRATEBOTH THE SiANDARD'CLIPWITH-(,gVJ2'ANCHORSANDTHE2X5STH'
nN
m
I...
u
Q
ANMECLIPSWRH(4)'#12ANCHORS;HAVEACAPACITYOF.885LBS.THQUISKEDHERONE'COULDBEUSEO,THESTANDARD.CLIP18EASIERTOINSTALL
z
SEE pETA=,.
TS
3)VERIFY'fHE OE$IGN.PRESSURE� OF:THEFENESTRA71ON PRODUCTS USED WITHTHIS MULLION 5.YSTEM.THE LOWER DESIGN PRES541RE, OFMULi]ONS ORFENESTRIITIOA PR000CTS;WILL
FINAL DESIGN PRESSUREREQUIRESTHATTHE BOTH THEMULLION 'ANDTHEFENESTRATIONPRODUCTBEINSTALLIDINACCORDANCEWMTHTHE
�
SHT
' 20
APPLY.TOTHEOVERALLASSEM9LY.
INSTALLATION
tifCRORsiNWWD6W
IxwpLE2: MULTIPLE MULLIONS
0 (MAY BEUSED TOQUALIFYiF10STEEL SCREWS FROM TABLE4B)LBS -524.9LBS(60PSfX�27PSF)
BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2:3(8'.THE OPENING REQUIRES A
.8'1)1NITIALLYASSUMNG_&T.A1'WIDEMUWONISBURABLE,THEMULLIONLENGfH1332•+72+1'=105"ANOTHEOPENING WIDtHIS36+38'+i"�737REFERENCINGSHEET25;
Q Z
THE COLUMN USING RECTANGULAR LOADINGSHALL BE USED. SCAN THE MUWONTABLES FOR A' MULUONTHATISATLEASTTHE WINDOW FRAME DEPTH OF 24WAND WILL
MEET'OREXCEEDTHE REQUIRED DESIGN PRESSUREOF+50.0l55.0PSF. IFTHE.TABLEDOES NOTSHOWTHEEXAC.S2E,USETHENEXT LARGER SIZEAVAILABLE..
FROM.TABLe3A,SHEET7,7HEi"X,Z75"X.375'MULUON(LENGTH=908•, OPENINGWIDTH=507MEETSTHE DEPTH REQUIRID, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF
Of m
ANDWOULDNOT BESUMABLEFORTHISAPPLICATION.
U Q
FROMTABLEIM SHEET70,THE2'X 4'X.25C'MULLIQN(LENGTH=10B^, OPENIN.GWIDTH=BO')HAS ADESIGN PRESSURE OFiT-647PSF1NHICH EXCEEDSTHEREQUIREMENTS
a Z to (a
FORTHEOPENINGANDWAY BE USED IN THIS APPLICATION. NDTE7HEANCHOR'CApACIrY REQUIRED OF 971 LBSi
90
b G�mD
9ECAUSE)TISNOW KNOWNTHATTHEMULLION WILLADD2"T07HEINIDTHorTHE MULLED UNIT.THEADJUSTEDOPENING WIDTH ISSV'4SW+2-74%NOT73"AS PREVIOUSLY
F g y
ASSUMED: VERIFYTHATTHE. DESIGN PRESSURE 19 sTILLAPPLICABLE FORTHE ADJUSTED OPENING.AM ERNATIVEl.Y,THE LMNOOW WIDTHS MAY BE REDUCED TO MAINTAIN
THE 73" DRAM SION'.(354112'+35-TW+2'=737.
2) USETgBLE128T0 FINDTHE ANCHOR TYPE, ANCHOR QVANTiTY ANO CUP 7YPEREQUIREO FORTHECONC.REFE SUBSTRATE IN, 7111S EXAMPLE,ASSUME7HEFOUREp
C
CONCREI'EHEADERAND SILI:ARE.S',VNIDE:IF•7HE MUWON CUP WERE 70 BE CENTERED Wff}{IN THE B', CARE MUSTBETAKEN TO MI{INTAINJHE FASTENER'SEDGE DISTANE
-OINGTHE
STANDARD CUPWITH (6)3)16' ULTRACON'ANDHORS ATAN EDGE OISTANCEOF2-1!� GNESAN ANCHOR CARABITY OF 1050 LBS YVHIOH IS:GREATEFi;AND
-
THEREFORESUITABIJ:, FOR THEREQUIREO ANCHOR CAPACTY OF971'LBS.
FORTHE HORIZONTAL MULLIONS:
BECAUSE THE VERTICAL MULL WILL BE A'2' X 4•.X 25D' MULLION, INTHIS EXAMPLE WE WILL MATCH THENORKONTALANO VERTICAL MULLIONS, ALTERNATIVELY. ANOTHER
MULLION TYPE COULD BE CHOSEN,
PRODUCT tU3VISED
N.GTHIS35"ANDTHEOPENINGHEIGHTIS32'+72"+2-=i66".REFERENCING'SHEET25,THECOLUMNUSINGTRAPEZOIDALTRIANGULARLOADWGMAYBE
'1)THEMUl:L10NLESE
�-MAYiig}vilhGwFlock2s
B.ulldipS e
UD TABLEI2A,SHEET-TABLE
FROM
16.022$.n,g
REQUBZEMEM-FOR•THEOPENINGANDMAYBE USED INTHIS APPLICATION. NOTE1EEANCHORCAPACTIYREQUIREO'OF522LBS:
•pimUonUate /jO2(
•2)USETABLE12BTOPINDTHEANCHORTYPE;ANCHORQUANTITYANDCUPTYPEREQUIRED.FORTHECMU.SUBSTRATE114THISEXAMPLIF,ASSUME THE CMUJAMBS ARE 8°
'By. -
WIDEIFTHEMULLION CLIP WERETO'BE'OENTEREDWITHIN THEB",CAREMUSTBETAKENToMAINTAINTHEFASTENERS:£DGGDisTANCEUSINGl11E,2XSANGLECLIPSWITH
Miem DndoF.>Co
(4)3/1GULTRACONANCHORSATAN,EDGEDISTANCEori,eVESANANCHORCAPACITYOFS40L13SWHICH15GREATER,AwnimEFORBS.UI7ABLE;FQRTHEREQUIRED
\.tYllll/c..
ANCHOR'OAPACtT-YOFSZILBS.
,pe1( LYNNM/(����i�
4)FORTHE.U-QUP:INTHEHORRONTALMULLIONTOV5MCALMULLION,USETHESAME ANCHOR CAPACITYOF521LBS:TABLEI2BT-0RTHEU-CLIPSHOWSTHEANCHOR
: •L\CEINSF'•,Fp
= '
•CAPACITYdSi074LESWHEN USING3ANCHORS(WNICHISGREATER, AND THEREFORE SUITABLE, FORTHE•REQUIREDANCHORCAPACITYREQUIREMEN'YOF629LBS.THE
ANCHQR,TYPEISAit125TEELSCREW.
63705
FROM7HEASOVESTEPS,OUR:MULUONDESIGN PRESSURE IS:
+I.64.7PSFFROM7AEVERTICALMULLION' .
+7.1T0.O PSF FROM THE 36"'HORIZONTAL MULLION ATTACHING TO CMU:•
;.•U ;"` - L{ f �,tj• ,t��
•y�.: _! 1
+A170,0-P$FFROM.7HE36'HORIZONTAL'MUWONATTACHINGTOTHEVER7ICALMUWON(INTERSECRON).
(�'.- S'AC_0• •,./`
THE.L0.1NE5TOESIGN.P.RESSUREIS+1.S4:7PSFANDWOULDAPPLYTOALL OFTHEMULLIONS.
%'� '•. FLORID ?:
CAS .........
.VERIFY THE DES IGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONSORFENESTRATION
i
NO-��``�
PRODUCTS, WILL -APPLY ToTHEOVERALL AS.SF-MBLY: FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT SE INSTALLED IN
A•IN�IN MILlI•.F ,'P.E.
ACCORDANCEWIIHTAENNSTALL'ATION SPEQIFICATIONS%INTO RESPEOTTVE;SUBSTRATESAND FENESTRATION PRODUCTS TO MULLION:
FL R.E.# 58705
WA, arm NA
LOADING OF VERTICAL MULLION
SILL OF WNDOWS NOTANCHORED
'lot,
LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
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