HomeMy WebLinkAboutNOA 7-24-15 (2)VVV --
SCANNM
MIAMI-DOADE
DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
I---- - .. -- I
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the ap
materials. The documentation submitted
Product Control Section to be used in Mi
Having Jurisdiction (AHI).
This NOA shall not be valid after the expi
Section (In Miami -Dade County) and/or t
to have this product or material tested f
perform in the accepted manner, the man
immediately revoke, modify, or suspend I
reserves the right to revoke this acceptai
Section that this product or material fails t
This product is approved as described hc
Code, including the High Velocity Hurrici
DESCRIPTION: S&-%6-L1SS--S50&vW-lu
01�
V AUVf)KUt:1J/
ARCH^CT
PLANNING
AA-26002573
" I L12
MIAMI-DADE COUNTY
RODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T(786)315-2590 F(786)315-2599
www.niiamidade.eoy1eeoitoiU
Ne rules and regulations governing the use of construction
been reviewed and accepted by Miami -Dade County RER -
Dade County ano other areas where allowed by the Authority
tion date stated below. The Miami -Dade County Product Control
AHJ (�n areas other than Miami -Dade County) reserve the right
quality assurance purposes. If this product or material fails to
�acturer will incur the expense of such testing and the AHJ may
,. use of such product or material within their jurisdiction. RER
;e, if it is detennined by Miami -Dade County Product Control
meet the requirements of the applicable b ' uilding code.
)in, and has been designed to comply with the Florida Building
e Zone. -
I
APPROVAL DOCUMENT: Drawing No. MD-3500-LM, titled "Storefi-ont System Details - LhV, sheets
1 through 10 of 10, dated 10/05/12, with ievision A dated 07121/15, prepared by manufacturer, signed aiid
sealed by An�hony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Section Revision
stamp with the Notice of Acceptance nt6riber and expiration date by the Miami -Dade County Product
Control Section.
AUSSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a pe I anent label with the manufacturer's name or logo, city, state,
�-M
modellseries, and following statement: " 'ami-Dadi'County Product Control Approved", unless otherwise
noted herein. T
RENEWAL of this NOA shall be consid I ered after a renewal application has been filed and there has been
no change in the applicable building code ne�atively affecting the performance of this product.
I
TERMINATION of thi's NOA will occur after the expiration date or if there has been a revision or change
I
in the materials, use, and/or manufacture bif the prpduct or process. Misuse of this NOA as an endorsement
of any product, fbr sales, advertising or any other purposes shall automatically tenninate, this NOA. Failure
to comply with any section of this NOA st I �11 be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by tile expiration date mayy be isplayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its 1 1
entirety.
INSPECTION: A copy' of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises-NOA# 12-1005.01 and consists of this page I and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted docurrientationwas reviewpd by Man.uel Perez, P.E.
NQA-No.-15� 61108L-�-'
MIAMI- ECOUNTY
C 0
ate: 7anuar-y;--1-7j2618—
oval Date: July 30 2015
Page 1
ILE
Or
PGT Industries, Inc.
1131
A. DRAWINGS
1. Manufacturer's die drawin
(Submitted underpreviou
2. Drawing No. MD-35001�'
through 10 of 10, dated
manufacturer, signed and:
B. TESTS
1 Test reports on: 1) Air Inf
2) Unifon
3) Water 1
4) Large 1
5) Cyclic
6) Forced
202-94
along with marked -up dr
French door and transon
Report No. FTL-7137, da
(Submitted underpreploti
2. Test reports on: 1) Unifon
3) Water 1
4) Large 1
5) Cyclic
6) Forced
202-94
along with marked -up dr
French door and transon
Report No. FTL-7208, da
(Submitted underpreviozi
C. CALCULATIONS
1. AnchoKy9rification calcule
Editi6w,lf 2-04),--dated 06/0
Anth��y Lynn Miller, P.E.
2. Glazing complies with AS'.
D. QUALITY ASSURANCE
1. Miami -Dade Department
s and sections.
NOA No. 124005. 01)
M, titled "Storefront System Details - LM". sheets 1
10/05/12, with revision' A dated 07/21/15, prepared by
oled by Anthony Lynn Miller, P.E.
ration Test, per FBC, TAS 202-94
Static Air Pressure Test, Loading per FBC, TAS 202-94
-sistance Test, -per FBC, TAS 202-94
ssile Impact Test per FBC, TAS 201-94
Ind Pressure Loading per FBC, TAS 203-94
ritry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS
vings and installation diagram of a storefront system with
prepared by Fenestration Testing Laboratory, Inc., Test
d 12/10/12, signed and sealed by Marlin D. Brinson, P.E.
NOA No. 12-1005. 01)
Static Air Pressure Test, Loading per FBC, TAS 202-94
asistance Test, per FDC, TAS 202-94 -
issile linpact Test per FBC, TAS 201-94
lind Pressure Loading per FBC, TAS 203-94
htry Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS
vings and installation diagram of a storefront system with
prepared by Fenestration Testing Laboratory, Inc., Test
!d 01/04/13, signed and sealed by Marlin D. Brinson, P.E.
NOA No. 124005. 01)
ns and structural analysis, complying with:E-!�C:--
5, prepared by manufacturer, signed and sealed by
E1300-04
'Regulatory and Economic Resources (RER).
Mauuo4rez, P E
Product CoutrVZxamin*er
NOA No. 15-0612.08
Expiration Date: January 17,2018
Approval Date: July 30 2015
E-1
PGT Industries, Inc.
E. MATERUL CERTIFICATI01
1. Notice of Acceptance No.
"Butacite@ PVB Glass 1
2. Notice of Acceptance No.
"SentryGlas@ (Clear an
07/04/18.
4-0916.10 issued to Kuraray. America, Inc. for their
vrlayer"dated 04/25/15, expiring on 12/11/16.
4-0916.11 issued to Kuraray America, Inc. for their
White) Glass Interlayers" dated 06/25/15, expiring on
3. UANEX I.G. Super. Spacer by Edgetech I.G., Inc. exterior flexible, organic foam
spacer complying with AI§TM C518 passed, ASTM F1249 passed, ASTM'D3985
passed, ASTM D395B 22 HRS 185*F and ASTM E2190 passed.
F. STATEMENTS
1. Statement letter of conj
2, 2015, issued by mant
2. Statement letter of no f
signed and scaled by At
3. Laboratory compliance
FTL-7208, dated 01/0.
signed and sealed by M,,
G. OTHERS
1. Notice of Acceptance No.
3500" Aluminum Storefro
01/17/18-.
ance, complying with FBC-51h Edition (2014), dated June
urer, signed and sealed by Anthony Lynn Miller, P.E.
icial interest, dated June 2, 2015, issued by manufacturer,
iy Lynn Miller, P.E.
er for Test Reports No. YrL-7137, dated 12/10/12 and
issued by Fenestration Testing Laboratory, Inc., both
D. Brinson, P.E.
-1005.01, issued to PGT Industries for their Series "S-S-
System - L.M.I." approved on 01/17/13 and expiring on
4;pa A
- Manfiel Per z, E.
Product Control Ex iner
NOA No. 15-0612.08
Expiration Date: January 17,2018
Approval Date: July.30 2015
E-2
0
Of
GENERAL NOTES: SS-3500 IMPACT RATING
IMPACT -RESISTANT STOREFRONT SYSTEM ALL SHAPES, ROUND OR ANGLED, ALLOWED. SEETABLES3 &4, SHEETS& S.FOR RATED FOR LARGE & SMALL
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLYWITH THE ANCHORAGE TO BE AS HALF -ROUND SHAPE. CLUSTER ANCHOR QUANTITIES MISSILE IMPACT RESISTANCE
REQUIREMENTS OF THE FLOPJDA BUILDING CODE, INCLUDING THE HIGH VELOCITY 7 & REINFORCEMENT, SEE
HURRICANE 70NE (HVHZ� SEE TABLES 8,8 TABLE 9, SHEET 9
SHEETBIFOR
2)SHUTTERSAREN REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MID-PANELANGHOR
QUANTITY OrWIDTH
3) USE ONLY APPROVED FASTENERS PER TABLE 1. SHEET 2. MATERIALS usEo FOR
ANCHOR EVALUATIONS WERE SOUTHERN FINE, ASTM C90 CONCRETE MASONRY FOR ATTACHED
UNITS (CMU) AND CONCRETE WITH MIN. KS1 PER ANCHOR TYPE, SEETABLE 1. SHEET x \ ____ DOORr"SOK
2. FOR GROUT -FILLED CMU, ANCHORS WERE EVALUATED WITH ONLY THE CELL 11 ---- SEE SEPARATE
RECEIVING THE ANCHOR Fit I ED It APPROVAL
4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED IX MIN 4'MNGTH OF 12-34� 1 —1
MAX. O.C. i
INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO :1 ii D 1)
SUBSTRATE.WOOD BUCKS DEPICTEDAS 2XARE 141rTHICK OR GREATER. IXAND ANCHOR CHANNEL, SHEET III
11 114412' ii
2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYTRANSFFR LOADS TO PART#7,REQ-AT MAX. DUO 4
THE STRUCTURE. WOOD SUCK DESIGN AND INSTALLATION IS if 11 ii
THE RESPONSIBILITY OF ALL ANCHOR 11 11 -
THE ENGINEER OR ARCHITECT OF RECORD. LOCATIONS IN ---------- I
CURVED HHHMAMDERL - __ 11
5) ANCHOR EMBEDMENTTO, BASE MATERIAL SHALL HE BEYOND WALL DRESSING OR it It i
muL nPLE HORIZONTAL i I
STUCCO. USE ANCHORS OF SUFFICIENT EMBEOMENTAS SPECIFIED ON TABLE 1. N JILLIONS ALLOWED i
SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALLFRAME JOINTS MUSTBE MAX. fr FRO START E i CONTENWTS
SEAM -SEALED. OVERALL SEALINGIFLASHING STRATEGY FORWATER RESISTANCEOF OF BEND OR ANGLE SHEET SHEET
�NSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE 12(r
NSTRUCTION& HEIGHT GENERAL NOTES ....... ............... I
ELEVATIONS .......... . .. ............... I
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT it ANCHORTYPES ......... . . ........ ..... 2
GLA71NG DETAILS ........ . ...... .... 2
FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ii VERT. SECTIONS
WOOD BUCKS, BY OTHERS. MUST HE SUFFICIENTLY ANCHORED TO RESIST LOADS —SEE-0.0-SPACINQ 11 HORM:SECTIONS ......... ....... .....
A .4
IMPOSED ON THEM BY THE WINDOW.- ON TA13LES 5 8.
HEADISILL ANCHOR
SKEET7 A A ii U, JAM
7) DESIGN PRESSURES: SHEET B ANCHOR SPACING ....... ..... 7
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE. FRAME 4 MID -PANEL ANCHOR QTY __8
ANALYSIS AND GLASS PER ASTM E1300, SEE SHEETS 2,5.6 & 9. it MULLION OP . . ............................... 9
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST 5r�iw I EXTRUSION PROFILES ........... . . 10
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. SEE SHEETS 2. 5. 0 6 9. MAX. 01.0 C 1 C PARTS LISWCORNER DETAILS_10
ii SH ET ii
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 4 it
WNDLOADS CORRESPONDING TO TH E REQUIRED DESIGN PRESSURE. THE 33413%
t! f x !IIIIIII 11T I
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.
9) DISSIMILAR MATERIALS THAT COME INTO CONTACT. INCLUDING PRODUCT FRAMING. HEADSIMILAR SEE TABLES 3 & 4.
ANCHORAGE AND OPENING SUBSTRATES. SHALL BE COATED OR PROTECTED TO FOR 6"MAX. SEE TABLES 7 8. SHEET 6 & 6. FOR
PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA BUILDING CODE. RECTANGULAR, SHEET R FOR ANCHOR
10) REFERENCES: TEST REPORTS FFL-7137 & 7208; ELCO ULTRACON NOA; ELCO TRAPEZOIDAL, ANCHOR QUANTITY QUANTITIES.
CRETEFLEX NOA; ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM EYEBROWOR
DESIGN MANUAL SIMILARCORNER
ASSEMBLIES TYP. ELEVATION OF
INSTRUCTIONS: STOREFRONT SYSTEM PRODUCTREVISED
1) DETERMINE THE BUILDING!S REQUIRED DESIGN PRESSURE USING THE ASIDE ?STANDARD. THE PRODUCTS DESIGN . e,.plying with dw Florida
PRESSURE MUST MEET OR EXCEED THIS VALUE. BuIld c Code
,_,_ "'o
2) DETERMINE THE ANCHOR TYPE FROM TABLE 1, SHEET 2. e
1\ 'N� LYN Revised By Date: Revis;dn By V
3) DETERMINE THE GLASS DESIGN PRESSURE FROM TABLE 2. SHEET2. ..... ..... Misto,
4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE -TO ANCHORAGE FROM TABLES 3 OR 4, SHEETS 6.0 BASED ON YOUR Revised i5jr Dole:
SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANCHORS RE-OUIRED, TO ATTAIN THE REQUIRED DESIGN PKSSURE- .58705 SC 7121/15 'NO'C: H A N G E
D.Suiplim.
61 JAMB ANCHOR SPACING IS GIVEN IN TABLES 5 8 6, SHEET 7 AND HAVE BEEN CALCULATED FOR THE PRODUCTS MAXIMUM OP. D Br-
ROSOWSKI
6) DETERMINE THE MID -PANEL ANCHOR QUANTITIES FROM TABLES 7& S. SHEET& E F ELEVATION
1070 TECHNOLOGY DRIVE Talc
N. VENICE. FL 34275 STOREFRONT SYSTEM DETAILS - LM 10/05112
7) IF THE WINDOW IS ATTACHED TO ANOTHER WINDOW THROUGH A COMMON MULLION, DETERMINE THE MULLION DESIGN
PRESSURE FROM TABLE 9. SHEETS. P.O. BOX 1529
N\ NOKOMIS FL 34274 Seri.sllftdel' 15hes: F 10 1 Di�q Ale.
8) THE LOWEST DESIGN PRESSURE FROM 3.4 A 6 ABOVE, SHALL BE USE THE ENTIRE ASSEMBLY. -3 NTS 1'0 MD-35
_DFOR A. P.E. CERT. OF AUTH. #29296 SS 600 00-LM
4
Window Wall Glass Capacfty (psf)
Nominal Din
GlassTvpe
Famat!wIdth
Fratnelielght
A
a
C
D
E
F
24 In
72in
90LO
80.0
120.0
%0
KO
MO
301n
9"
no
1=
go.0
no
me
36in
42 In
go.0
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ma
no
no
120.0
9110
MO
I=
see
ftc)
12MOLO
49in
541n
90.0
811.0
1-
90.0
aO.0
1XI)
8&9
no
Mo
90.0
21L
12060
Gain
661n
72 In
9174
no
I&Q,
MO
MA
Me
24111
3010
78in
%a
me
Me
90LO
fto
120.0
Sao
me
1zQ0
we
8"
J?Mo
3510
42in
90.0
me
Ino
91LO
we
Imo
90`0
no
120.0
Me
Sea
0
320.0
Min
541"
90D
110.0
12D.0
90.0
0
1MO
023
no
2xo
see
Me
120.0
60]n
66in
72in
77.4
JIM
120.0
85.1
0
Me
Me
120A
120.0
I 241A
3oln
'in
alike
110,11
22CLO 1
9110
80.0
=-0
90.0
no
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90.0
MO
1MO
351n
42 In
90LO
no-
l=
no
no
me
9110
Sao
Me
90LO
80.0
me
48ln
54in
_iij_
=1
__iio
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Ma
12mo
Sao
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am
acto
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=a
Gain
66ln
%721n-
32OLD
me
Ima
241"
alin
90ln
90.0
11011,
0
9"
&a
Mo
90.0
320.0
9110
80.0
120.0
361ft
4210
me
no
nao
90,0
no
120.0
Sao
me
=a
9110
no
me
491a
54in
gas
I no
88.6
See
1=0
M0
I
no-0
Win
66 In
721m
me
lao
me
100.0,
7�0-
200.0
24in
301n
gain
90.0
no
=a
90.0
wo
120.0.
90.0
110.0
U0.0
90LO
Sao
1ZO.0
361n
4ZIn
90.0
SMO
220.0
90LO
no
=A
97A
no
12U
91XO
Me
1W.0
49ln
rA In
7fis
no
=a
9L4
sail
=.a
12OLO
?a
601n
66in
72 In
nu
12W
100.0
10�
1110.0
1110`0
24 in
Min
9060
F8101
no
22M
90.0
no
I Mo
Win
3GIn
Sao
me
22D.0
auto
mo-
Mo I
9oo
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12011
no
floo
JR94
42in
4a In
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9D.0
no
� ---
12010
im
Min
Glin
I me
1
12
��u
I lotto
I
a
I
661n,
10110
Wmdow wall Glass Capacity (psf)
Nonaladliam.
GMTVoe
FrAntelVight
A
A
B
C.
D
E
F
24 In
30 In
lows 1.
ga.0
0
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me
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IF41114W-Wth
36 to
421A
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Me
90.0
no
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@Me
22ao
Sea
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12OLO 1
48 In
54 Irk
22ao
12all
3=0
10(ko
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G6 in
MQo
Iwo
10110
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MIA
min
114in
SMO
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9MO
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12aO
9DA
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soa
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12(to
361.
42 lo
WA
no
=0 I
90a
no
120D
12mo
12110
481n
541.
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Ima
lzao 1
10110
ima
100,41
1010
24hi
IMin
90.0
11110
me
9"
no
0
me
Win
36to
no
no
mo
we
-a
no
220,0
sa'a
90.0
80.0
12OLO
910
SM
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4ZIn
4914
JMG
120.0
me
I
12W
Min
60 In
me
I
20fto
928
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2410
30lo
1251n
M
no
90.0
1 Sao
22MO
Sam
Sao
_UMO
lao
gao
Sao
Ing
-361n-
41fn
A-
-8116
12CLO
90.0
80LO
12QO
J2aO
12CLO
491n
54 In
2110.0
-
loon.
=a
IWO
241n
132 In
90.0
MO
1211.0
9040
Sao
12ao
join
36in
90.0
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1 220.0
90,0
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me
1
120.0
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49in
54 in
-
me
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1000
1EQa
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24ib
Win
1311in
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90.0
Me
1200
91LO
fiao
me
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=0
361A
42ift
48in
120.0
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=0
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2416
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=11
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1 43 in
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1
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IWANNEALED
GLASS
GAS'LANNATE
GLASSSTACK
emer LAmmTED
W' HEAT- GLASS STACK
STRENGTHEN
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6116"LANDATED
GLASSSTACK
STRENGTHENED
GLASS 1W HEAT-
114"ANNrAtM OWP THENED AWSG- TREN
,,STRENGTRENEC
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r
42 "GLASS GLASS
I R:i-I 1 42 42
314 'A" (4�i 3/4" GLASS 3W GLASS 41 40
, I
BITE 40 BITE 41 40 BITE
-j
30 30 - 30
E
D(TERIC11 &L EXTERtOR -TY- S PE C,
G SS TYPE A G - S�fr? 1�3
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I -Mir Do. 9118' LANNATED GLASSSTAIK (no-LAIMATED GLASS STACK
6118'LAMNATED Q GMLASSS STACK CAMS STACK
MASS STACK
11,11ANNEALED 1/4'HW-
STRENGTHENED.,,, STRENGTHENED,,,,,,
GLASS 11z, 7116- AIRSPACE GLASS , I 7116"AIRSPACE G�LAaWs 1711VAIRSPACE
DM9 (or, SG- W iWTEMPERED OWPV13- v I14'TEMPERED JW SG- 114-TEMPEREI
42 GLASS n42 9 GLASS 42 ,1GLASS
3W GLASS W4- GLASS
BITE 41 kk 40 BITE 41 n4O BTE
f 411 - t
- 47--- 1 -- - .47-
31 --GLLASS-TYPE-13 EXTEMOR GLWS TYPE-E MEMOR GLASS REF
7�Ej-
Min,
Min.
Min.
Ancho
Descaptian
Submit)
I
Wile
Embed.
0. C.
Type
Distance
ffient
Distance
A
#14 steel or 410 SS
S. Pine
1.
11-Tir 1
1.
In,19MBS,
1101`61)(33-T5,41unilliliffn
31W
Iff
5v
SMS(05)
T7Fr9rs7s-te7e--
316,
Vir
5v
,114--sted-Uluaten-
Z85 kill ()a o-
--QCM*ifladCMU'
2-11W
-2-U2--
I-W
-11-3M�
-4-77
HollOW Block'
2-11W
1-114'
6.
VV 410 SS GFe-RaX
H0110W Block'
2.112'
1-11,4r'
I 5[1(r Steel UbaCon
RolowTieck-
341W
1-11W
51
ite ED ss entieFiax
3735-01 can -crete
-E-11F
-r-3-1,r
3'
D
152 ksl Concrete
1 75=
116
-
r
7
5110, steel Uftecon
1 Grout -Filed CMUI
Ll §4
I t.
aur Law cameler
�l 1151 EX111crale
31
41
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I tr
NOTES:
1) ANCHOR MUST EXTEND A
MIMIMUM OF 3 THREADS
BEYOND ANY METAL
SUBSTRATE.
2) ANCHORS INTO
GROUT -FILLED CMU OR
HOLLOW BLOCK ARE ONLY
7APPUCABLEFORTHE
JAMB&
3) ALL ANCHOR HEAD TYPES
ARE ALLOWED.
* SEE SHEET 1, GENERAL
NOTE 3. i-RoDucr REVISED
0 emptying %with live Fladde
Bndd -06 og
o"C"o
I ion Imo
RM"d E�- Dole.- Rmfein:
......... By
Mi i adopt
R.Wsed Or. Date: Re4sian.
N -8705
SC 7121/15 INTERLAYER MAN.
orown
GLAZING DETAILS
ROSOWSKI
6 ATEO .. * W I
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
r7tie:
ISTOREFRONT SYSTEM DETAILS - LM
DI-
10/05/12
IF COMBINED WITH STOREFRONT ENTRANCE
DOOR (SEE SEPARATE APPROVAL), THE LESSER
DESIGN PRESSURE VALUE OF THE DOOR OR GLA7JNG NOTES:
STOREFRONT SYSTEM SHALL BE THE DESIGN 'P\A3. -.OW BUTACFTEPI�,G BY KURARAYAMEIRICA. INC�
P.O. 13OX 1529
NOKOMIS, IL -.1.
sheel:
mo-dng No.
PRESSURE rOR THE ENTIRE SYSTEM. 'SG-.09W SENTRYGLAS�BY KURARAY AMERICA. INC.
A,-. LYNN MIL E.
SS-3600
1 NTS
2 OF 10
MD-3500-LM
1
CERT. OF AUTH. #29296 1
4
0
INSTALLATION
OPTION
INSTALLATION
ANCHORS DIRECTLY
INTO MASONRY.
CONCRETEMMU
PER ANCHOR
REQUIREMENT
EXTERIOR
VISIBLE
I 1n14T
FF
HE
INSTALI
OPT
INSTALI
ANCHORS
IWO MA
EDGE
DIST.
EMBEDMENT
i)r MAX SHIM
1XWOOD
BUCKSTRIP,
SEE NOTE 2.
THIS SHEET.
TYP.ANCHORTYPE
EMSEDMENTAND
EDGE DISTANCE PER
SUBSTRATE. SEE
REQUIREMENT
VERTICAL SECTION B-B
CONCRETE/CMU
PERANCHOR
EDGE
REQUIREMENT
DIST.
IX WOOD BUCK
OR FRAMING
EMBEDMENT
1WMAX.SHIM
�IOR
EXTERIOR
TYP. ANCHOR TYPE
EMBEDMENTAND
EDGE DISTANCE PER
SUBSTRATE.SEE
I SHEET2
EDGE
DIST.
INSTALLATION
INSTALLATION
OPTION
OPTION
—WSTALLATION ANCHORS
INSTALLATION ANCHORS
THROUGH IX BUCKSTRIP
INTO-2XWOOD.—
INTO MASONRY.
TYRANCHORTYPE,
EMBEDMENT AND EDGE 4r LENGTH ANCHOR
DISTANCE PER su8smTE,
SEETABLEI.SHEET2. CHANNEL AT INSTALLATION
ANCHORS. SEE SHEET 1
(7), FOR REQUIRED LOCATIONS
EXTERIOR
#6 X I-5/6'BUGLE-HEAD
<�] 2-ilr FROM EACH
END & 13-IIr MAX O.C.
VERTICAL SECTION E-E
CURVED FRAME MEMBERS ONLY
I YNAI
\jp!
o G ENSI-
r-
Nu.53705
"ails
IEO
'Ili Al -I
ik mp.
NOTES'
EMBEDMENT
IlErMAI)L SH71M
—7 .1
TYP. ANCHOR TYPE,
EWEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 1. SHEEr 2-
INSTALLATION
OPTION
INSrALLATION ANCHORS
--niRECTLY-INTOLWAL—
1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS, FOLLOW
EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS
PER TABLE 1, SHEET 2- ANY INSTALLATION OPTION SHOWN MAY
BE USED ON ANY SIDE OF THE WIN DOW. ALL ANCHOR HEAD
TYPES ARE ALLOWED.
2)ALL WOOD SUCKS LESS THAN 1-112- THICK ARE TO BE
CONSIDERED IX INSTALLNnONS. iX WOOD BUCKS ARE
OPTIONAL UNIT MAY BE INSTALLED DIRECTLY TO SUBSTRATE.
WOOD SUCKS DEPICTED AS 2X ARE i-lWTHICK OR GREATEPL IX
AND 2X BUCKS (MEN USED) SHALL BE DEStGNEDTO PROPERLY
TRANSFER LOAD$ TOTHF STRUCTURE. WOOD BUCK DESIGN
AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
ORARCHITECTOF RECORD. MAXIMUM SHIM THICKNESS TO BE
AS REQUIRED BY TABLES 3-8. SHEETS 5-&
APPROVED MULIJOI
EDGE ALUMINUM, STEEL
DIST. --I /—FRAMINGORSTEEL
STUD. SEE TABLE 1.
SHEET2.
112'MAX. SHIM
TYP. ANCHOR TYPE,
EMBEDMENT AND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE 1, SHEET 2.
PRODUCr REVISED
as cmplying vwth ft Flodds
Ewdincode
Acccpl=c*N. 15-06t-2-08
R,4�d By. Dole.
lixpiratim
MIC'
By
Fff
R-ised By.
SC 7121116 J'NOIHANGE
Q)
-
v;..dpuaw
VERTICAL X-SECTION
D�,n
j ROSOWSKI
1070 TECHNDL= DRIVE
N. VENICE, FL 34275
rnf�.- U.1�
STOREFRONT SYSTEM DETAILS - LM 10105/12
P.O. BOX 1529
NOKOMIS� FL 34274
scow.
D—iq IV..
CERT- OF AUTH. #29296
bu-Libuu I 30FIO
NTS
MD-3500-LM
I __r�
INSTALLATION
INSTALLATION APPROVED MULLION.
OPTION
OPTION
ALUMINUM, STEEL FRAMING
INSTALLATION ANCHORS
INSTALLATION ANCHORS STEEL STUD. SEE TABLE
114"NUT &BOLT. 24' FROM EET2.
EMBEDME
DIRECTLY INTO MASONRY, STEEL REINFORCEMENT,
EACH END AND Z4MAXO.C. DIRECTLY INTO METAL
_1-3T__
__ 114* NUT & BOLT.
3 SEESHEFTS9&10(��
------ 24FROM EACH
TYRANCHORTYPE,
END AND 24"
EDGE DIST.
6
EMBEDMENTAND
DGEDIST.
MAXO.C.
EDGEDISTANCEPER
SUBSTRATE, SEE
2-
... .....
..... .
.. ....
FOR ATTACHED DOOR,
40 OPTIONAL
TABLEI,SHEE T
O,�EF SEPARATE APPROVAL
------------
TYRANCHORTYPE,
LAMI 10 GLASS
I
EMBEOMENTAND
EDGE DISTANCE PER —
SUBSTRATE,SEE
TABLE 1, SHEET 2.
CONCRETEJCMU
PER ANCHOR
VISIBLE LIGHT WIDTH
42
EXTERI98 1
REQUIREMENT .
EXTERIOR -i...
w
2
LL—:�= -- ---------
FRAME WIDTH
SHIM
irZMAXSHIM
HORIZONTAL SECTION A -A
HORIZONTAL SECTION C-C
1XWOOID
EMBEDMENT
SUCKSTRIP, SEE
7 O�T �E2',�TH I S S H EEr.
1 1 NOTES:
T_
DIST.
ALUMINUM
REINFORCEMENT,
--SEESHEETS98"10
i i 1) USE ONLY SUBSTRATE
APPACPHLATEANCHORS"LLOW-
-----------------
—FORMULAS
---EDGE
EMBEDMENT. EDGE DISTANCE AND
VISIBLE LIGHT
INSTALLATION
SUBSTRATE REQUIREMENTS PER
FRAME WIDTH - 5-lir
.. ......
.
11 . A . A
M
OPTION
TABLE 1, SHEET 2. ANY INSTALLATION
FRAME HEIGKr-S-l)r
INSTALLATION ANCHORS
OPlnON SHOWN MAY BE USED ON ANY
TYP. ANCHOR TYPE,
THROUGH IXBUCKSTRIP
SIDE OFTHE WINDOW. ALL ANCHOR
FMBSDMENTAND
EDGE DISTANCE PER
INTO MASONRY.
HEAD TYPES ARE ALLOWED.
SUBSTRATE,SEE-
2) ALL WOOD SUCKS LESS THAN 14/2'
TABLEi,SHEET2.
UIN
'THICK ARE TO BE CONSIDERED IX
INSTALLATIONS. 1X WOOD BUCKS ARE
ETEJCMIU
OPTIONAL. UNIT MAY BE INSTALLED
DIRECTLY TO SUBSTRATE. WOOD
CONCR
PERANCHOR
EXTERIOR
BUCKS DEPICTED AS 2X ARE I-lir
RF��.'Me'T
THICK OR GREATER. 1X AND 2X BUCKS EEKTERJO
R
(WHEN USED) $HALL OF DESIGNED TO
------------- —
IV FOR ATTACHE—D DOOR
PROPERLY TRANSFER LOADS TO THE
STRUCTURE. WOOD BLOCK DESIGN
TRANSOM, SEE
10 MAX. SHI
ALTERNATE AND INSTALLATION IS THE
SEPARATE APPROVAL
EMBEDMENT
REINFORCEMENT RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD. MA)UMUM
HORIZONTAL
VARIES WITH DESIGN SHIM THICKNESS TO BE AS REQUIRED
SECTION Dj)
PRESSURE REQUIRED, SEE BY TABLES 3-8, SHEETS 5-8.
EDGE DIST.
M COMPlYing VvIth Itto Mmid.
H.WhiS Oo&
Amp Luce N. 154*19.08
..........
OAR mtfm)Dmc
TYRANCHORTYPE,
INSTALLATION
�A'f LYNN 4f,
ReW�d fly,
Val.:
Rmsion:
I
EMBEDMENT'AND
OPTION
.........
By
EDGE DISTANCE PER
INSTALLATION ANCHORS
INTO 2)(WOOD.
1�r
bw�.
R.
SUBSTRATE, SEE
No.66705
SC
7/21/15
NO CHANGE
TABLE i. SHEET 2.
2X WOOD BUCK
-7 KXzk S
E
ST. E
HORIZONTAL X-SECTION
ROSOWSKI
OR FRAMING
EXTERIOR
1070 TECHNOLOGY DRPIE
N. VENICE. FL 34275
MW
STOREFRONT SYSTEM DETAILS - LIVI
10/05/12
P.O. BOX 1529
FL 34274
'M*
lWMAXSMM
NOKOMIS.
senw/maaa.
S-re.
J'A
A. LYNN MUM P.E.
CERT. OF AUTH. §29296
SS-3500
I
NTS
r;�OF 10
Dig- 3'5'0 0 - L M
1
P.Eawm
rrABLE 3:
Window Wall Mullion Head/S111 Anchor Cluster Load Capacity (psf)
(2/4" Maximum Shim Space) -
Nominal lxm.
Andw`rvoe"A'
AndiorTV"'a"
I
_ArxhoTTvoe'C--1
Anchorwoa'D*
I
An
orlWV
'1?
Frame Frame
width I�Llght
A2 I
A3
A4
U
a& 1
84
C,
C2
C3
C4
D2
D3
D4
F2 1
E3
E4
Min
120.0
Mot
12&0
IMO
=0
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MO
IMO
MO
Ma
120.0
12MO
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320.01
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IMA) I
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22CLO
7-
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1.0
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IF COMBINED NTH STOREFRONT ENTRANCE
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STOREFRCNT-SYSTEM SFaUL "E IS&GN
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12D.0,
s4ln
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81.4
.'.4
IR6
93.8
1 M01
120,01
89.5
MO
22MO
'-0M
1073
1&0
1 MO
1111
Mo
1120.01
1-601n".:
Sas
M7
IOLO
97.2
12OLO
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83.2
M0
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ISS
IMMO
Mo
MZ
120.0
1120.0
24In
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9%7
91.9
Mo
IMO
0
2
E12
=.a
120.0
MO
Mo
120.0
1210110
MO
IMO
1 0
MOI
MOlMO
120.0
=0
JISJ;
120.0
M0
MO
MO
Ma
-0
MO,
120LO
MO
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MAD
=0
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120 .0
12OLO
1&0
1 0
20.
120.0
MO
120.0
MO
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Ma
0
IMA
IMO
120.0
3OIn
3610
Qla
129!
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927
imo
io6.a
Me
Mo
10
Mo
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mo
=5
Mo
Up
i2io
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a
Tmo
481.
S&7
IES
835
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96-2
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MO
qLa
1&0
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120A
120A
HEO
12MO
M.
iT
070
5410
51.01
7&S
1102.0
8&1
0
Sto
120.0
120.0
AnG
Ino
=0
105.21
MO
12CLO
7
9L7
.
I Mo
116.5
=a]
MO
Ina
I MO
Mo
22OLO
Ma
22D.0
120.0
120.01
1 MO
MO
120.0
1210
IWO
IMMO
I=
I 22MUG
MO
IWO
I Mq
MOO
a
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MO.
12&0
IMO I
36
1 4
66.
W7
Mo
ilam
Ino
U"
IM.5
I Mo
220A
Me
=.a
I MO
1211.0
Ma
I MO I
In
Z n
In
132in
5
7.7
1117-0
IOMLO
a
96.4
1 MO
120.0
IISA
22MO
1 MG
1MO
Ina
12010
516
M
LOS.2
M9
Mo
12OLO
Mo
Ina
W3.8
imm
Inc
109.6
ma
Ina
S41n
4&1
I.
M
95.2
8&1
MOIIM0
79.2
IM
120.0
94.9
IMO
I MO
200.2
MO
M0,
241n
Win
90.2
na-
1120.0
10.8
3MO
1=0
12MO
MO
120.01
12CLO
IMMA
12&0
MO
MO
=0
=.a
IMO
=0
Ina
MO
120.0
IMD
1 =8
I MO
InG
0
IMA
Mo
Ina
Ina
361n
138 In
611
9&7
In 0
1 a
=0
1 22MO
IOIA
IwO
120.0
MO
IMO
MO
Mo
Mo
IMA
421n
55.5
6&2
111.0
95. .9
MO
r2_20.0
91.4
Ina
MO
MS
IMO
1200
115.6
12CLO
IMO
481a
1 49.8
74.7
99.7
r1t,
-
86.1
[91.2
12110
AD
2=200
MD
IM0
9&3
MO
)20.0
USA
I MO
1220.0
241A
144in
S&I
70.5
MO
IK7
=0
MO
1
120.0
MO
_40�s!_
120A
20.0
MO
0
11&1
2 0
120.0
12MO
Ino
72M-c
12W
120.0
Ma
220.011MAIM01220.01
120.0
fflO
3oln
3GIn
(Al
902
120.0
103.8
12MO
120.0
99D
MO
12OLO
2113.6
Mo
Mo
Mo
__2
.
1
42ln
SM
79.2
IM0
Mo
07.0
Mo
Mo
48 hi
47.3
71.0
-IT
---
-
-
rt q
--ke WIDTH 2
WIDTH I -
1EIGHT
A
WIDTH 1 +WIDTH 2
RAME VYI-11 I - 2
Type
a1EKhSIda
dm.fll..
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Type
ifofAnd�
at Each Side
.
Type
-
.-I
at Fachside
afmolflon
4
2
2
.
A3
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3
A4
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2
63
3
B4
4
2
2
C3
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4
2
2
03
3
D4
4
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2
E3
3
E4
4
rS1L[:dkOVVN--j
- IREACLSI
idaTy., M Y WINDOW 11 WINDOW
SEE TABLE 1.
CSHEEM-2,
FOR"
-IN ��Z
PRODUCT REVISED
nornpiying with tho Florida
Building Code
A c=p to i tor No lw'r� Oki 21 09
.......... Yee
ReWscd W. Gof� RWb.:
No. 5P70.5
WWood fiy. Vote:
SC 7/21/16 'NO CHANGE
7.
Tr
ANCHOR TABLES @ 1/4' SHIM SPACE J ROSOWSKI
or
I= TECHNOLOGY DRIVE
N. VENICE. FL 34275
P.O. BOX 1529
rifle:
STOREFRONT SYSTEM DETAILS - LM 10/05112
NOKOMIS: FL 3 EL__�
!o; Sh-1: 01.1w" N.. JR...
A. LYNN MILLER P.E.
CERT. OF AUTH . #29296
66-;3500 NTS 1 5 OF 10 1 MD-3600-Lt__j A
I I
P.EJ B8705
Window Wall Mullion Head/Sill Anchor Cluster Load Capacity (psf)
IV.r Max1mum SWm Space)
N.WmIolm.
ArKhWTVe"e
I
An
TVM'B*
AndwTV00'C'
I
An
orTvvv'Ir
AncdhlwTw
"E'
frame
VdIdIh
-
Heidd
A2
A3
A4
132
84
C2
C2
Ca
Ca
C4 1
02
M I
D4
E2 I
E3
E4
Z4 In
-0
0
MO
MO
MO
_2L
MO
12MMO
0
1
Mal
IMO
120.01
IMA
Ma
MO
1W.O
30 In
36 In
IMO
JIL2
17AO
MD
Ma
1W.O
IMO
U2.9
MO
MD
MO
MO
MO
MO
120.0
1
ma
MO
12W
MO
Mo
Ma
120.0
Itoo
12MO
Ma
1w.O
Mo.
421h
721a
MLS
95.3
M4
MO
MO
220.0
Mo
MO
221M),
1015
W
90.4
M0
12MG
220.0
MO
1W.0
120.0
ro
M 0
0
120.0
MO
120 0
MO
-a
=O
MO
0
MO
120.0
Mo
MO
22MO
in!
=0
MO
lumm"O
MO
MO
12M
MO
MO
122am
0
=a
a
0
481r,
S41.
601n
87.1
2"
Mo
al I
Mo.
Mo
UU
1"A
Mil
Mo
MO
Mo
Ma
MO
Mo
66in
-3
3
.3
:0
=13
0
813
Mo I
MO
IU16.7
1=11
1 0
120.0
MO
-MO
MO
220.0
0
72 In
7
.7
.71
1
0
120A
80
MO I
=0
11S.9
0
MA
12&0
22MO
MO
M�0_
2 20.0
.0
MO
241n
MO
1-
120.0
=0
MO
Mo I
MO 1
12M
MO
IWO
12111
IWA
12QUO
MDD
MO
120.0
30hi
1262
120.0
MO
2M2
MO I
12OLO I
12MO
MO
1 .0
1&0
a
Mo
122MO
27x"O
Mo
361n
42In
IOL7
=0
MO
1aL7
MO I
MO I
MO
1200
19M
220-AD
Mo
MO
120.0
12MG
MD
91j
.0
MO
22MG
!;L7
Mo
ino
220.0
Mo
=01
12QO
120.0
MD
MG
120.0
220.0
481n
78in
94.7
=0
Mn
120.0
12MO
1153
120.0
22MO
=0
MO
MA
22"
0
0
17AG
SAM
'a'
_717
.2
=6
A
12D.0
M.
79.7
7&2
119.6
1144
MO
MO
109.0
IM3
MO
OLD
MO
=0
1Z&O
=0
120.0
32H
MO
12U
12OLO
M0
0
MO
0
0
=0
12"
6DIn
SsIn
M I
UM91
=0
719
11OL9
MO
1OLi
MO
120.0
12CLO
120.0
MO
=0
o
22OLO
120.0
72.6 1
Was 1
MD
M
"11.9
120A
99.3
12CLO
MO
MO
=0
MG
MO
0
MO
MO
"A In
24 in
MO
12U 1220.0
MO
120.0
12MO
120.0
12W
MO
=0
=0
1 .0
MO
320.1)
'In
301n
3
36 In
. in
42 In
e, in
10&1
92A
9%12A
W
a
OaD
Ma
Ma
MID
Sam
Ma
Ma
Ma
O'D
MO
12U
12"
IWA
120.0
Mo
10&1
92A
no
81
120.0
122.0
1=0 I
12ILD
MO
MO
120.0
1=0
ills
MO
120.0
MI)
1 0
12010
UOA
=a
MO
12OLO
0
120.0
12&0
120JO
MO
IMO
Mo
Mo
12OLO
=0
MO
MO
My
Mo
120.0
481.
-.n
F
"in
.4'n
.In
SM41n
U2
.2
762
U2
U2
2144
1�
X2
r 2
114A
2"
I MO
104.3
1
32010
M 0
MO
MO
MO.
120.0
1120A 1
set.
In
713
207.0
IOL 7.
MO
MO
7L3
-67.0-
6
207.0
101.7
=00
120.0
-M7-
1 0
-120.0
a
MO
120D
118.2
Mo
-1 0
Mo
MO
Ma
12MO
I Ma
I M04-MO
I Mo
win
w
97.8
Ma
rIM
ffil
972
MOO
69.2
1
0
IM
1
MO
MO
32"
MO
7".
721n
I�
9&3
Mo
sm
95.3
MO
8119
.0
1
120.7
11M)
MO
MO
120.0
MO
24 In
301n
36 In
217.3
120.0
MO
117.3
12D.0
U64
MO
0
0
MO
.0
1 0
MD
22D.0
22MO
976
LIOD
MO
97.6
Mo
Mo
MO
120.0
1240
=0
1ALO
=0
=0
12D.0
12QD
OC7
1=0
101
K7
1211.0
MO
2 9
MO
=0
MO
MO
IMO
32D.0
220JO
MO'
42151
753
IMU.16
MO
75A
IEW6
=0
103.6
MD
=0
MO
I =0
2220
12U
121.0
190-
41IR
Win
as
Mo
69.3
UNIO
Mo
94.9
Mo
12&0
Ino
I Mo
220,0
MO
M.0
=0
541n
izs-
a
SKLS
I qu
120.0
On
=0
12CLO
112.51
M�O
MD
120.0
120A
MO
6010
SIT
w
1
6101
9MLS
ino
n4
nw
=0
106.3
DU
I MO
IMA),
12OLO
I MO.
651n
5,�-
. 5
11
58,4
1 O7.S
115.7
79.8
IS7
MO
101.7
MO
I MO
1MJO
MO
220.0
721n
55-
$4.7
1M
SOLS
1 64.7
1IL9
77.2
115.9
120.0
M4_
MO
22RO
M.0
MO
12MO
24 In
M&7
12OLO
MD
105.71
MO
=0
2�w
0
12U
MG
MO
=0
IWO
12OLO
MD
301n
BRA
75.5
6al
=0
314.7
1012
MO
MO
Mo
88.411
75.5
5% 1
=0
1114.7
1 Inaz I
120.0
Ma
Mo
1200
IU6
9"
120.0
1200
MO
MO
MO
220.0
MO
MO
IIA7
MO
1210
MO
MO
12MO
MZ
MO
Mo
MO
12MO
Mo
=0
MO
MO
=0
361n
42 In
48 In
97.7S In
62.0
910
2ZDJO
6LO
910
1 MOI
OU
120.0.
MD.
1MI
MO
Mo
Ma
MO
=0
;4-n
57.5
8&2.
1143
S7.5
115.2
1 IM
1 716
R7.9
220.0
10112
12CLO
12MO
MO
12OLO
320A
Gain
54.0
81A
108.0
S4.0
BID
12010
1 719
110
MO
94.1
MO
1MA
32QO
12MO
120.0
ffiln
51A
77.1
102.13
SLAI
77.2
1 IOLS
1 70.3
105.4
12MO
ME
1MG.
MO
=0
MO
120.0
-iRO-
72 In
49A
74.1
98.11
49.4
74.1
99&8
1 607.5
1OL3
=0
KI
MO
I MO
MO
12MO
241n
3014
101.7
EZI-
=0
MO
MO
12RO
1OL7
KI
2211.0
120.0
1210
Mo
M 0
M.1
MO
Mo
220.0
1=2=
22OLO
3 0
MO
MO
22RO
MO
MO
12CLO
MO
M0
MO
MA
361.
421n
72B
im
Mo
6
100.9
MO
913
12410
MO
MO
22W
Mo
MO
12"
MO
-
9%-&R
M-0
9&8
MO
811.3
12DJD
220A
1125
12D.0
MO
12MO
120.0
12CLO
48111
S&6
98.0
U1.3
MO
117.3
1"D
Mo
1012
1ZMO
MA
12OLO
=0
MO
54 In
S4.2
31.3
108.4
54.2
8L3
10114
74.1
1222
MO
945
Mp
MO
MO
220.0
M
boln
SIM
76.2
JOL7
MO
7CL2
11110
69.S
10&3
122MO
8&6
120.0
12OLO
120A
I MO
I I
661n
48LZ
M
96.4
4112
7L3
96A
G5.9
98.9
120,0
84JD
RD
MO
I 12MO
I 320.0112OLO
IF COMBINED WITH STOREFRONT ENTRANCE
DOOR (SEE SEPARATE APPROVAL). THE LESSER
DESIGN PRESSURE VALUE OF THE DOOR OR
STOREFRONT SYSTEM SHALL BE THE DESIGN
PRESSURE FOR THE ENTIRE SYSTEM.
Window Wall Mullion Head/51HAnchor Cluster Load Capacity (psfl
JAMMzadmumstilmspace)
Noininalolm.
AndwrTv**'9
I
Anch"Tvru"�'
Anchoffvoe'C'
Anthorntae'!)"
AfthorT0
'r
Fame
Wicith
Frame
Retain
A2
As I
At
B2 I
N
_
94
C2
C3 I
CA 1
[2 1
03
04 1
E2 I
E3
E4
2410
In
933
73.7
M0
U&O
MO
IMO
95.3
78.7
Mo
1180
Mo
MO
Mo
1076
IM.0
MO
=0 I
IWO
MO I
120M 11200
MD
=0
120.0
MD1
12"
MO
= 0
MO
12MO
36h
67.8
1017
1200
678
1017
12CLO
qZ7
MO
12CLO
21&11
IM-0
MO
22DD
IWO
=01
421a
481a
1
-
gal
-
-
S-a I
In- 0
&L2
IWA
12aO
IOL712MO
120.0
120-0
MO
120D
345
av
loag
54.5
OL7
I" Mag
74.5
1117
12CLO
94.9 1
Mo
Mo
M.0
Mo
Mg
54 In
M2
7S.3
UQA
50.2
75.3
100A
68.7
1010
=0
r-7
_.S
67-S I
MO
MO
-22ao
-1w 0
_MO
601n
�11
93si
4&q
70.4
93.8
M
96,2
MO
SLII
.L.
MO
22"
12"
Mo
Mo
661n
14
GILS
88.7
EQ7
SLO
MO
'.s
77.3
11&0
12MO
114.7
MO
MO
2-
41n
2141n
M
73.9
12AO
110.9
1=1
22M
M7
719
MD
Mg
=0
12OLO
M.0
101.1
MO
Mo
MO
MO
MO
1 -0
'ap.
MO
=0
MO
12MO
MD I
12010
12OLO
MO
MO
12U
MO
301ft
361n
Z-M
6315
3
120.0
63.5
9U
120,0
sag
MO
MO
11117
12ao
Mo
Mo
MO 112"
2
SU
112A
5&2
SAL3
217A
169
1113
MO
SU
MO
1200
Mo
MO�
MO
SOLO
7rL2
101.7
S(18
76.2
101.7
69.5 1
10413
MO
9&6
320-0
12010
170A
MO
1200.
r5&
467
M
93.5
46.7
70.1
915
9&9 1
95A
12D.0
31.5
Mo
mo
120.0
120.0
Mo
-iiia-
43.6
65.3
97.1
43.6.
653
87.1
916
89A
1".2
W
1191)
MO
11Z7
1=0
24 In
9&7
.7
1M.0
9N.6
12D.0
=0
84L7
617
1 12U
1 1W.6
12010
=0
115.9
9S.9
12(LO I
MO I
MO
MO
MO
IMO
MO
120.0
12"
MO
MO
MO
220.0
MO
1MO
12pO
301n
36in
59.8
W7
MAI
S9.111
0967
10.6
W
Mo
I MO
I= 2
=0
Imo
32CLO
Mo
Mo
-'ZI-A
IM16
SM
W
105.6
52.6
1 792
105,6
72.2
1083
MO
22.0
MD
'120.0
1200
MO
Mo
47.7
7LS
9M
47.71
71.5
953
65.2
97.8
17AO
83.1
Mb
MO
MO.
MO
MO
541n
43.7
(&6
87A
43.7
6&6
87A
S9.8
IM7
U&6
761
114.3
IMO
InIt
I MO
I =0
601.
40.7
6LO
OL3
40.7
6LO
813
55.6
MA
ULZ
70.9
106,3
IMO
I IOL21
120-01
MO.
24 in
-
W-3
MO
=0
803
MO
=0
119.8p_
12DM
Mo
12MO
MO
MO
I 12U
1200
MO I
- �301q�
36 In
-65-9-
WS-
-98.9-
8&7
Mo
322.9
-65.9-
S6.S
-98.9-
60
-12OLO
'a
1IL9
_M2_
77.2
_a
120.0
Mo
_11C9
98.4
Mo
MO
-MOlLVQD
MD
120MO
MA
MO
-MO
1200
42 In
126le
49.8
TILIF
99.6
49.3
74.7
99.6
1 SLI
-US-9
1004!
_MO
12OLO
SU
12CLO
MO
MO
MO
MO
481n
�448
6-73
892
44.8
67.3
89.71
5L3
9Z10
120.0
7112
117.2
MD
116A
12010
MO
-atn--
41.11.
OILS
82A
2'1
42.1
6L6
OLI
I 5&Z
I SL3
IM3
7L6
INA
=0
106.2
MO
MO
'16,2
1 U4A
M(I
X2
114.4
MO
IM3
22060
22MO
MO
MO
22MO
I ZZODD
IWO
0
30 In
in
361n
"'
am
Mo
-6
su
Iwa
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NO. 59705
1070 TECKNOLOGY DRIVE
N. VENICE. Ft. 34275
P.O. BOX 1529
if,
P.E.
NOKOMIS. Ft. 34274
P.Ea 58AIS
CERT. OF AUTH. #lt.2.:.�
PRODUCT'REVISIM
as emptying vAth tho rfame -
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SC
7/21/15
NO CHANGE
%MB ANCHOR TABLES
J ROSOWSKI
,a:
WI:
rOREFRONT SYSTEM DETAILS - LM
110/05/12
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NOTES'
1) USE THIS SHEET FOR ANCHOR QUANTITIES LOCATED BETWEEN THE
CLUSTERS, ON THE HEAD AND SILL.
SILLSHOWN.
HEAD SIMILAR
:FEO.
CL
1
EQ.
MID-PANELANCHORS
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SC
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7/21/15
NO CHANGE
No. 58705
I
Demotion:
Oro"
PANEL ANCHOR TABLES
J ROSOWSKI
71�ts
1070 TECHNOLOGY DRIVE
N. VENICE. FIL 34275
rilk, Dole:
STOREFRONT SYSTEM DETAILS - LM 10/05/12
A
P.O. BOX 1529
NOKOMIS, FL 34274
Sef;ee/Kfadek
le! I
'NTS
Meet:
Dru.1" No.
A. L
SS-3500
1 8 OF 10
MD-3,500-LM
1
CERT. OF AUTH. #29296
TABLES:
Window Wall Mullion Capadty (psf)
Naming Olin.
Unreinforced
(UmTypestill,E)
uldrelmlamed
(GlansTyWAIIII)
Abir. Baird,
(GlassTypesC&F)
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(GessTypesC&F)
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24 In
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91140
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mo
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700
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90.0
90.0
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810
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9110
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fall
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100.0
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911.0
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100.0
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1
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100
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90.0
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80.0
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12CLO
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IF COMBINED V41TH STOREFRONT ENTRANCE
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IG
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ALUMIK"J"
REINFORCEMENT
M9509, 6063-T6
STEEL
SIREINFORCEMENT
#10532, A36 STEEL
PRODUCT REVISED
as c.mplyingivMkidirc Flodda
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Description.
MULLION CAPACITY
I orn- By.,
J ROSOWSKI
A-
1070 TECHNOLOGY DRIVE
N. VENICE, FIL 34275
P.O. BOX 1529
Tit
STOREFRONT SYSTEM DETAILS - LM
10/05/12
NOKOMIS, rL
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CERT. OF AUTH. 029296
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ASSEMBLY DETAILS
ALL DETAILS SHOWN FROM THE E)CrERIOR
FOR CLARFM
ANCHOR RATE
NOTSHOWN
FORCURVEDORANGLI
HEADERS, CORWERS
MAY BE WELDED
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1.000, 4.192'
094' X-94'
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FRAME 2 TRANSOM FLAT -
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TABLE 10; — — — — — efl
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Description
Material
I
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Frame Read, Jamb, Sill
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2
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Aluminum Reinforcement
OM-16 Alum.
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EPDM
40
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EPDM
41
1W.43
GlognaGasket, Glazing Le& Date =80+/-S
Sentoptene
42
Silicone Backbedding: Dow 791.795, GE7700
47
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STEEL
REINFORCEMENT
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BY
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SC 7/21115 NO CHANGE
EXTERIOR
2.1
MATERIAUCORNER DETAILS
Drown or-
J ROSOWSKI
0
1070 7ECHNOLOGY DRIVE
"I..
ON&
N. VENICE, FL 34275
P.O. BOX 1529
STOREFRONT SYSTEM DETAILS
LM 10/05/12
& ly/
NOKOMIS, —2- -
.
R—,
P.E.
CEffr. OF AUTH. #29296
S S�3600 JINQ'S I 10OF10
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