HomeMy WebLinkAboutNOA (2)IV
SCANNEU
MIAMI-
DEPARTMENT OF REGULATORY AND ECC
BOA" AM CODE ADMINISTRATION DM
NOTICE -OF ACCEPTANCE (
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applic�
materials. The documentation submitted has
Product Control Section to be used in Miami
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiratic
Section (In Miami -Dade County) and/or the A
to have this product or material tested for q
perform in the accepted manner, the manufac
immediately revoke, modify, or suspend the ii
reserves the right to revoke this acceptance,
Section that this product or material fails to mi
This product is approved as described herein
Code, including the High Velocity Hurricane;
DESCRI[PTION: Seriesd!SE*MM@ut§Nyjm
COO,
1 1 ADVAN
ARCHITECTURE
PLANNING LLC
AA-26002573
0C
MMMI-DADE COUNTY
PRODUCT CONTROL SECTION
. 11805 SW 26 Street Room 208
T(786)315-2590 F(7W315-2599
www.ndRrnidnde.ym/economy
rates and regulations governing the use of construction
i reviewed and accepted by Miami -Dade County RER -
.e County and other areas where allowed by the Authority
. date stated below. The Miami -Dade County Prod ' uct Control
TJ (in areas other than Miami -Dade County) reserve the right
dity assurance purposes. If this product or material fails to
irer will incur the expense of such testing and the A14J may
D of such product or material within their jurisdiction. RER
f it is determined by Miami —Dade County Product Control
:t the requirements of the applicable building code.
and has been designed to comply with the Florida Building
Transom — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-3550-LM, titled "Storefront Entrance Door Details - LM",
sheets I through I I of 11, dated 10/05/12, witl� revision A dated 07121/15, prepared by manufacturer, signed
and scaled by Anthony Lynn Miller, P.E., bear I Ing the Miami -Dade County Product Control Section. Revision
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product
Control Section.
ARSSILE IWACT RATING: Large and Small Missile hnpact Resistant
I
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
. I
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered. after a renewal application has been filed and there has been
no change in the applicable building code negatively affeding the performance of this pro4uct.
TEAM[INATION of this NOA will occur after the expiration date or if there has been a revision or change
I
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any c I )th�r purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall The cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number 1preceded by the words Miami -Dade County� Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its 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 inspecti ' on at the job site at the request of the Building Official.
This NOA revises NOA# 12-1005.02 and consists of this page I and evidence pages E- I and E-2, as well as
app roval document mentioned above.
The submitted documentation was ivviewed �y Manuel Perez, P.E.
NOA No. 15-0612.09
A ro al Da 302015
Page 1
LE C0,00V
-ft
PGT Industries, Inc,
A. DRAWINGS
1. Manufacturer's die drawings, -
(Submitted underprevious A
2. Drawing No. AM-3550-LM,
through I I of 11, dated V
manufacturer, signed and sea]
B. TESTS
1. Test reports on: 1) Air Infiltr
2) Uniform,;
3) Water Re,�
4) Large Mis
5) cyclic Wi
6) Forced En
202-94
along with marked -up drawi
French door and transom, I
Report No. FTL-7137, dated
(Submilted underprevious P
C. CALCULATIONS
1. Anchor verification calculatio
Edition (2014), dated 06/05/1
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM
D. QUALITY ASSURANCE
1. Miami -Dade Department
sections.
I No. 12-1005.02)
ed "Storefront Entrance Door Details - LM", sheets 1
i/12, with revision A dated 07/21/15, prepared by
by Anthony Lynn Miller, P.E.
�n Test, per FBC, TAS 202-94
ic Air Pressure Test, Loading per FBC, TAS 202-94
ince Test, per FBC, TAS 202-94
- Impact Test per FBC, TAS 201-94
Pressure Loading per FBC, TAS 203-94
Test, per AAMA 1304-02, FBC 2411.3.2.1, and TAS
and installation diagram of a storefront system with
ired by Fenestration Testing Laboratory, Inc., Test
10/12, signed and seated by Marlin D. Brinson, P.E.
No. 12-1005.02)
and structural analysis, complying with FBC-51h
prepared by manufacturer, signed and sealed by
E1300-04
E-1
and Economic Resources (RER).
1A. W-�GA�Z -
rl�- I Ma�u-el P r , P. .
Product Control minor
NOA No. 15-0612.09
Expiration Date- January 17,2018
ApprovaiDate: July302015
PGT Industries, Inc.
i
E. MATERIAL CERTIFICATIONS -
1. Notice of Acceptance No. 14-01.
"Butaciteg FVB Glass Interb
2. Notice of Acceptance No. 14-01,
"SentryGlasg (Clear and VVI
07/04/18.
3. QUANEX I.G. Super Spacer'
spacer complying with ASTN
passed, ASTM D395B 22 HRS
F. STATEMENTS
1. Statement letter of conformau
2, 2015, issued by manufactur,
2. Statement letter of no financi
signed and sealed by Anthony
3. Laboratory compliance letter
by Fenestration Testing Labor
G. OTHERS
1. -Notice of Acceptance No. 12-'
3550" Aluminum Outswing S1
on 0 1/17/13 and expiring on 0
6.10 issued to Kuraray America, Inc. for their
or" dated 04/25/15, expiring on 12/11/16.
6.11 issued to Kuraray America,. Inc. for their
D) Glass Interlayers" dated 06/25/15, expiring on
r Edgetech I.G., Inc. exterior flexible, organic foarn
C518 passed, ASTM. F1249 passed, ASTM D3985
85*F and ASTM B2190 passed.
complying withXROMMMUNW-0, 4)4dated June
signed and sealed by Anthony Lynn Miller, P.E.
interest, dated June 2, 2015, issued by manufacturer,
�nn Miller, P.E.
r Test Report No. FTL-7137, dated 12/10/12, issued
)ry, Inc., signed and seated by Marlin D. Brinson, P.E.
.7/18.
E-2
issued to PGT Industries for their Series "SE
Entrance Door-w/ Transom - L.M.I." approved
Manuer_Per��r"-
kn�Wei
'Product Control Ex'
NOA No. 15-0612.09
Expiration Date: January 17,2018
Approval Date: July 30 2015
GENERAL NOTES: SE-3550 IMPACT -RESISTANT
STOREFRONT ENTRANCE DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED To COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HWZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-RORNE DEBRIS REGION&
3) USE ONLY APPROVED FASTENERS PER TABLE 1, SHEET 2. MATERIALS USED FOR
ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CSO CONCRETE MASONRY
UNITS (CMU) AND CONCRETE WITH MIN. KSI PFRANCHOR TYPE, SEE TABLE 1.
SHEET 2. FOR GROUT -FILLED CMU, ANCHORS WERE EVALUATED WITH ONLY THE
CELL RECEMN G THE ANCHOR FILLED-
4) ALL WOOD BUCKS LESS THAN I-lir THICK ARE TO BE CONSIDERED IX
INSTALLATIONS. IX WOOD BUCKS ARE OPTI ONAL IF U NIT IS INSTALLED DIRECTLY
TO SUBSTRATE. WO 00 BUCIKS DEPICTED AS 2X ARE 1-if2'THICK OR GREATER. IX
AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILTTY OF THE ENGINEER OR ARCHITECT OF RECORD.
7&1/2'MAX.WIDTK
9-71W MAX 17-71W
3-71117 MAX. 0. D
WMAX
6' MAX
MAX
HEIGHT
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO. USE ANCHORS OF SUFFICIENT EMB EDMrNT AS SPECIFIED ON TABLE 1,
A
SEE SKEET
SHEET 2. INSTALLATION ANCHORS SHOULD BE SEALED. ALL FRAME AND PANEL
11FOR
JOINTS MUST BE SEAM -SEALED- OVERALL SMINGIFLAS"G STRATEGY FOR
HARDWARE
WATER RESISTANCE OF INSTALLATION SHALL BE DOME BY OTHERS AND IS BEYOND
OPTIONS
THE SCOPE OF THESE INSTRUCTIONS.
0) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT Is
NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE Or TRANSFERRING APPLIED
LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST
LOADS IMPOSED ON THEM BY THE WINDOW.
DESIGN PRESSURES:
ANALYSIS AND GLASS PER ASTM E1300. SEESHEETS 5, 6 & 8 OF li.
B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE, STRUCTURALTEST
PRESSURE. FRAME ANALYSIS AND GLASS PERAS-11M E1300, SEE SHEE-1730F 11.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE
WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. TH E 33-1/3%
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS 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. ANCHORAGE AND OPENING SUBSTRATES. SHALL HE COATED OR
PROTECTED TO PREVENT CORROSIVE REACTIONS AS REQUIRED BY THE FLORIDA
BUILDING CODE.
10) REFERENCES: TEST REPORTS FTL-7137, ELGO ULTRACON NOA; ELCO
CRETEFLEX NOA. ANSUAF&PA NOS FOR WOOD CONSTRUCTION AND ADM
ALUMINUM DESIGN MANUAL
I --
SEE O.C. SPACING
ON TABLES 5 & 10,
SHEET7
S' MAX.
69-112MAXDLO
18-IWMAX.
IL
MAX. OLD
D
SHEET
3
2"16*
MAX DLO
OPTIONAL
REINFORCEMENT,
SEE SHEET 8
22-1/4'MAX. SEE TABLES 2 S 3.
HEIGHT SHEM5&6.F
ANCHOR QUANTITIES.
F` B
A
SHEET
4
C
SHEET
c
IS
SHEET
4
07-31r
MAX. 4
HEIGHT
SEE O.C. SPACING
ON TABLES 5 & 6.
SHEET7
MAX
IMPACT RAnN;G::::
LL
oPTiONAL
REINFORCEMENT,
SEE SHEET 8
FOR ATTACHED
F STOREFRONT, SEE
SEPARATE APPROVAL
I E
CONTENTS SHEE
GENERAL
ELEVATIONS---
ANCHORTYPES 2
GLA71NG Dmi��'
VERT. SECTION& ..... . . ......
HORIZ SECTIONS
PROFILES.--._9
CORNER DETAILS-10
. . .................. ........ I I
I t I L�B
(r O.C., TYP. .7/e MAX. SHEET
3-71r MAX. 3 3
X - 7�%
THRESHOLD dOoop tMA?LLIQRSlR-MqQDd0;0?RD Ir MAX. WIDTH
ym'
ANGLE SEE SILL"CEMLR OF
SH io TYP. ELEVATION OF
STOREFRONT ENTRANCE DOOR
SHOWN WITHAIVITHOUT OPTIONAL TRANSOM
INSTRUCTIONS:
1) DETERMINE THE BUILDINGS REQUIRED DESIGN PRESSURE USING THE ASCE 7 STANDARD. THE PRODUCTS DESIGN
PRESSURE MUST MEET OR EXCEED THIS VALUE.
2) DETERMINE THE ANCHOR TYPE FROM TABLE 1. SHEET 2.
3) VERIFY THAT THE CHOSEN SILL HEIGH r MEETS THE REQUIRED POSITIVE DESIGN PRESSURE FROM TABLE Z SHEET
4) DETERMINE THE MAXIMUM DESIGN PRESSURE DUE TO ANCHORAGE FROM TABLES 3 OR 4. SHEETS " BASED ON YOUR
SHIM SPACE, ANCHOR TYPE AND THE QUANTITY OF ANC14ORS REQUIRED TO ATIAIN THE REQUIRED DESIGN PRESSURE.
5) JAMB ANCHOR SPACING IS GIVEN IN TA13LES 6 & 6. SHEET 7 AND HAVE eM CALCULATED FOR THE PRODUCTS MAXIMUM DP.
6) IF THE DOOR IS ATTACHED TO A STOREFRONT WINDOW THROUGH A COMMON MULLION. DETERMINE THE MULLION D ESIGN
PRESSURE FROM TABLE 7, SHEET 8.
7) THE LOWEST DESIGN PRESSURE FROM 3.4 & 6 ABOVE. SHALL BE USED FOR THE ENTIRE ASSEMBLY.
14o,58705
7 1111s
ATE
LORID..-'
NAU
'11)III01"
A LYNN MILLER RE
"I
trIll
IT
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
P.D. 13OX 1529
NOKOMIS: FL 34274_
CERT. OF AUTH. #29296
PRODUCT REVISED
m cmuplylog with tho Flodda
BuildiagOo&
AcoplancoNo 15-CM-2.09
Bq,i�llon ale 00
mami PM&K(
SC 17/21/15 INOCHANGE
ID�.dpfiw:
ELEVATION 17�10'SOWSKI I
STOREFRONT ENTRANCE DOOR DETAILS - LMI 10105/12
/McdO. iv
SE-3650 'NT S I 'TO F 11 1 'W- A 5 0 - L M RA
a
-k
4
--,-i
2FIWLAMINATE
9/10'LAUMTEO
I.
GLASSSTACK
114-HEAT-
GLASS STACK
WANNEALED
MASS
SMNGTHMW-<
.09WSG—
1/4'MNEALED
GILASS
AwPVB—
Ifir HEAT -
,,,STRENGTHENED
GLASS
1111116, GLASS
11116GLASS 44
SITE
BITE
WERIOR
4�3
GLASS TYPE A
GLASS TYPE B
9118'LAMMTED
GLASS STACK
WO'LANNATIED
CLASS STAN
MASS STACK
lWHEAT-
STRENGTHENED
GLASS
114*ANNE"D �
GLASS-R�,-
-
7116'AtRSFACE
.W5G
IM HEAT-
.09
SG—
1WTEMPERIEC
,,,STRENGrHEhIED
GLASS
-�GLASS
9
I
43
1I
111116'GLASS
1111(rGLASS
arm
SITE
M
411-
—
fie
Exim R
68
GLASS TYPE D
GLASS iNACK
WIV LWIKAIED
GLASSSIACK
GLASSSTACK
GLASS STACK,
1/4'HEAT-
STRENGTHENED
VPHPAT-
STRENGTHENEDq
L,
GLASS
711VAIRSPAGE
GLASS
P
711FAIRSPACE
.CWFVB—
11C TEMPERED AWSG—
11C TEMPEREI
--,GLASS
-�GLASS
'a
43
0
1111WOLASS 44
11116, GLASS 44
BITE
k
BITE
EXTERIOR
58
EXTERIOR
68
GLASS TYPE E
GLASS TYPE F
NOTE"
1) GLAZING FOR ALL GLASS TYPES MEETS ASTM E1300 FOR ALL
APPROVED DOOR PANEL AND TRANSOM SIZES.
2) ITEM #66 IS REQUIRED AT 1-1/2' FROM EACH END AND 13-Irr D.C.
A a
Min.
M
Min.
Min.
Anchor
Desedplion
Substrate
S'W
Edge
0
I
Embe&
I
0. Q
Type
"E
01slance
meld
Dimance
A
11114 steel or 410 SS
SM'o
a. pipe
-P
11.
llvw
1 7-
#14 SS
-V-S--W- -60-5 Kai Rhlou m
VW
- w
its-
1 51v-
B
BUS (135)
iw 35 Hsi Steel
ju.152
5fir
Just QmcWe—
—3-
=ft4V*
F�WJ
2-11Z'
1-1/4'
(r
114- 4108r�CM—MeFlex
HOSM Block'
2-112'
I-V4'
-f
a,
" , r
3-V
--114
(r
VV 410 SS - eFIM
2-11.r-
11-314"
r
D
ksl C143"019
Ir
3-11,18*
r
3P
arl(r sled Ukracon
led GMU`
Grolit=
�11 4'
311rLagookmaier
3 kal Concrete
ITW Too=
F- Houbwow-
IF
ap
,�fa By KURARAYAMERICA, INC.
APSY KURARAY AMERICA� INC.
NOTE&
1) ANCHOR MUST EXTEND A
MIMIMUM OF 3 THREADS
BEYOND ANY METAL
SUBSTRATE.
2) ANCHORS INrO
GROUIT-FILUED CMU OR
HOLLOW BLOCK ARE ONLY
APPLICABLE FORTHE
JAMRS.
3)ALLANCHORMEADTYPES
ARE ALLOWED.
* SEE SHEET 1. GENERAL
NOTE 3.
PRODUCT REVISED
as miplyIng with Ilse 1710110141
aWdingCod. is
Acowtso"o
fogs
LY/ft
13Y
pro"
ftWmd fisc Dolv 7"!G
110, 56705
SC 7121/15 INTERLAYER MAN.
a
VT;-4TI..S .-: -
14j ,
I
GLAZING DETAILS
J ROSOWSKI
: ..
TC F
0 OP,
1070 TECHNOLOGY DRIVE
N. VENICE. Fl. 34275
rtle..
STOREFRONT ENTRANCE DOOR
DETAILS - LMI 0100w/05/12
k\\
P.O. BOX 1529
NOKOMIS. IrL .54ZI4
'Vo.
CERT. OF Am. #29296
SE-�3550 NTS jm2 OF 11
IWMD-3WO-LM I A
0
W.
.< A
CONCRETE PER ANGKOR EDGE DIST.
INSTALLATION OPTION
REQUIREMENT
INSTALLATION ANCHORSTHROUGH
INSTALLATION
TRANSOM X-SECTION
1X BUCKSTRIP INTO MASONRY.
CONCRETE PER ANCHOR
OPTION
INSTALLATION
REQUIREMENT
EDG E DIST.
INSTALLATION ANCHORS
OPTION
EMBEDMENT
INTO 2X WOOD.
INSTALLATION
2X V400D SUCK
ED13E DIST.
ANCHORS DIRECTLY
EMBEDMENT- OR FRAMNG___\
Ryl
INTO MASONRY.
1W MAX SHIM
REQUIRED
Z"
IXWOOD
SUCKSTRIP.
AT EA'T &8-'
ANCHOR
ell
SEENOTE2,
THIS SKEET.
lir MAX SHIM
OPTIONAL
LAMI IG
8-/
, I
PE.
SHIM
, &
-0-L
'n
E MSEDMENTAND EXTERIOR
EXTERIOR
EXTERIOR
1111
EDGE DISTANCE
52 PER SUBSTRATE,
TYP.ANCHORTYPE, <�3
TYP. ANCHOR TYPE,
20
LL.0
12
SEE TABLE 1,
SHEET2.
EM13EDMENT NO
EDGEDIST� A
ICE I ER
�Iv
EMBEDMENT AND
EDGE DISTANCE PER
9
SUBSTRATF_ SEE
SEE
SUBSTIV k 'S
'TE
TABLE 1, SHEET 2.
n6o mo x ur FH SDS,2-ltr FROM
TABLE 1. SHEET 2.
EACH END AND 10-718'O.C.
TAP, 9.
- I -
FRAME
HEIGHT
44
21
NOTES:
43
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS, FOLLOW EMBEDMENT, EDGE
OPTIONAL
GLASS
-----OPTION
VISIBLE
DISTANCE AND SUBSTRATE REQUIREMENTS
PER TABLE i, SHEET 2 ANY INSTALLATION
SHOWN MAYBE USED ON ANY SIDE OF —
THE WINDOW. ALL ANCHOR HEAD TYPES ARE
LIGHT
ALLOWED.
HEIGHT
Water4.1mited (*)DP
Nomirml SRI
Heighl
Pon 0
I
Max. (#) Dp
I Allowed
1/4-
Is
ON Required
AGA 511, Itr
14 & 16
2D pst
mSaddle.
1-1112"
14 & 1
A
50 P5f
31
14 & I
81 PSI
43 45 2) ALL WOOD BUCK$ LESS THAN 14tr THICK THE LESSER VALU E OF THE ABOVE
ARE TO BE CONSIDERED 1X INSTALLATIONS. IIX TABLE AND THE OP TABLES DETERMINE EXTERIOR
WOOD BUCKS ARE OPTIONAL UNIT MAY BE THE WATER LIMITED (+)OP.
40 INSTALLED DIRECTLY TO SUBSTRATE. WOOD
3' BUCKS DEPICTED AS 2X ARE I-1W THICK OR
GREATFRL iX AND 2X BUCKS (WHEN USED)
iRE
IT17SHOLD
EXTERIOR SHALL BE DESIGNED TO PROPERLYM;tANSFER
COVER LOADS TO THE STRUCTURE. WOOD BUCK OH LENGTH
DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR DOORASSEMBLIES
INSTALLED WHERE THE
ARCHITECT OF RECORD. MAXIMUM SHIM OVERHANG (ON) RATIO IS
REFERTO THICKNESSTO BE AS REQUIRED BY TABLES 3-6.
2H__LE�WTH
2
SHIEETil SHEETS 6-7. EQUAL TO OR MORE THAN
11 IS EXEMPTED FROM
OF 11 FOR 17 FOR ITEMS 15-18, ru WATER INFILTRATION
MIN.THROW @ X AND THE FULL (+) DP MAY
11-112' SEE TABLE Z
REQUIREMENTS 13E USED. SEE TABLES 3-7.
T?HRE�SHOLD THIS SHEET. 0
ER
5 COVER OPTIONAL ON RATIO - ON LENGTH
ON HEIGHT
6 1, AIDA RUG FLAP
I _V�� D
1 16 THRESHOLD
- C� SADDLE
'I COVER =0
-n 151THRESHOLD
It
III[
(4 A- F
EDGE DIST.
REINFORCEMENT IN TRANSOM SILL
A 1-1
REQUIRED FOR ALL DOORS USING
,
6,
REINFORCEMENT IN VERTICAL
112"MAX.,SHIM— —
— MULLIONZJAM5
VERTICAL
SECTION D-D
MULLION.
\APPROVED
_AWMINUM, STEEL
FRAMING OR STEEL STUD,
SEE TABLE 1. SHEET 2.
TYP.ANCHORTYPE,
EMBEDMENTAND
- EDGE DISTANCE PER
SUBSTRATE.SEE
TABLE i. SHEET 2.
INSTALLATION
OPTION
INSTALLATION ANCHORS
PRODUCT REVISED
DIRECTLY INTO METAL.
as oomplying with the Florida
BuildingOode
Acccp=ccNo-
mhon Date. 0as
Rovmd W.
Vol.:
R��isiom
Uy
h4i
R.,.'.ed B�. Dot.: RevWw: Product
y
sc NO CHANGE
INSTAL
LATION No. 587 5
OPT 112'MAX. SHIM 0:5 KSI BY.,
ION NMSHRINK,
INSTALLATION NON-METALLICC OUT- rtz VERTICAL X-SECTION ROSOWSKI
FULL LENGTH
ANCHORSDIRECTLY ;10 . -
1b 'E r
4"
H. VENICE, FL 34275
TYP.ANCHORTYPP, 1070 TECHNOLOGY DRIVE Tve.. DETAILS - LPAJ 17105112
INTO MASONRY. .7 amis m.-_
UEMBEDIVIENT EMBEDMENTAND p STOREFRONT ENTRANCE DOOR
EDGE DIST. I-- j ANCEPER 40RID..-' P.O. BOX 1529
EDGE DIST .......... NOKOMIS. FL 34274 Selfe9lhfodeh -Ts--I.. jsbftF
*SEE SHEET 10 OF 11 FOR REQUIRED SUBSTRATE SEE 0 Al- 11 1 Dmkiq Nc� R
ATTACHMENT OF THRESHOLD ANGLE VERTICAL SECTION 13-B TAKE 1, SHW2. rakeelk pg. -LM
58705 CERT. OF AUTH. 029296 SE-3550 NTS 3 OF MD-3550 A
INSTALLATION INSTALLATION APPROVED MULLION, ALUMINft
STEEL FRAMING OR STEEL STUD,
OPTION "XX" OPTION SEE TABLE 1, SHEET 2.
EMBEDM INSTALLATION ANCHORS CONFIGURATION INSTALLATION ANCHORS
6 DIRECTLY INTO MASONRY. DIRECTLY INTO METAL
CONCRETE(CMU A , , w ---v
PERANCHOR--\ ------------------- -------------------
EDGE DIST.
REQUIREMENT OPTIONAL
PANIC BAR 52
..... ------ -----------------
--- Lr f
EDGE t A 65 OPTIONAL 13
43 TYP. ANCHOR
DIST. 26 47 �93-POINTLOCK
21
TYPE,
Y44 22
OPTIONAL 65 EMBEDMENT
LAMI 10 GLASS 40 43 AND EDGE
DISTANCE PER
SUBSTRATE. SEE
TABLE i. SHEET
2.
LJ 57 VISIBLE 43 60 #10XIIrF SDS,I-lre 62 7 mw.rLONG 21 EXTERIOR
flir wx SwM 61 41 LIGHT WIDTH FROMFAC ENDAND16*0. 112'MAXSHIM
FRAMEWIDTH
EMBE lXWOOD HORIZONTAL SECTION A -A OPTIONAL NOTES'
0 MME NWT BUCKSTRIP, SEE 11 REINFORCEMENT. 1) USE ONLY SUBSTRATE
OPTIONAL ---SSEE SHEET 8 APPROPRIATE ANCHORS.
CONCRETE/CMU NOTE 2. THIS SHEET. 1-3/4 - --------- EGRESS FORMULAS
GE
PER ANCHOR ------ REINFORCEMENT. 23 (X) FRAME WIDTH - "S'
A SEE SHEET 8 --------- -------- FOLLOW EMBEDMENT. ED
OPTION alu A air PH 1-w i END AND 20 SHEET 2. ANY INSTALLATION THRESHOLD HEIGHT (FROM
—SMS.-3FROM MAX D.C.- —OPTION SHOWN MAY -BE USED—TABLE-2.SHEET-3)— ----
REQUIREMENT , . i 114'NUT&SOLT. (XX) FRAME WIDTHa - 4
INSTALLATION -24"FROMEACH DISTANCE AND SUBSTRATE - 2-3V -
REQUIREMENTS PER TABLE 1. FRAME HEIGHT
INSTALLATION ANCHORS —u—j—
EACH END AND
THROUGH IX BUCf(STRIP` ON ANY SIDE OF THE WINDOW.
a-lir MAX O.C. ALL ANCHOR HEAD TYPES ARE
INTO MASONRY.
EXTERIOR
TYP. ANCHOR ALLOWED.
TYPE.
15 2)ALLWOOD SUCKS LESSTRAN
EMBEDMENT 1-lir TUCK ARE70 BE
GF
ANDFO CONSIDERED IX INSTALLATIONS.
DISTANCE PER '�j
BSTRATE ix WOOD BUCKS ARE OPTIONAL.
SU
UNIT MAYBE INSTALLED
SEE TABLE 1. 1 1314
RECTLY TO SUBSTRATF-
SHEET2. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2'THICK OR GREATER.
IX AND 7X BUCKS (WHEN USED)
EDGE DIST. 4- OEXTERIOR FOR ATTACHED STOREFRONT, FOR ATTACHED STOREFRONT. SHALL BE DESIGNED TO
11rMAXSHIM CONFIGURATION SEE SEPARATE APPROVAL SEE SEPARATE APPROVAL PROPERLY TRANSFER LOADS TO
lu THE STRUCrrURE. WOOD BUCK
EMBEDMENT F— THROUGH TRANSOM JAMB THROUGH DOOR JAMB DESIGN AND INSTALLATION IS
2XWOODBUCK— I HE RESPONSIBILITY OF THE
ORFRAMING INSTALLATION ENGINEER OR ARCHITECT OF
OPTION HORIZONTAL SECTION E-E RECORD. MAMMUM $HIM PRODUCTREVISED
INSTALLATION THICKNESS TO BE AS REQUIRED as vmmplying wilh tha FIMfda
ANCHORS INTO 2X BY T=ES 3-6. SHEETS 5-7. Wldmg do
Accep a
WOOD. 1.
y RMsed 13,r. Doi. Revisi=
L NN
....... . 71""""' 13Y
EDGE DIST.
'S\
Miami Product
t= No
Ewmonv- �Z
LL '01
I 1� . R"�sed 8r. D.
TYP.ANCHORTYPE.
EMBEDMENTAND :z No.58705 Sc NO CHANGE
EDGEDISTANCEPER lu. ft.. By.,
SUBSTRATE, SEE vesv4X(on:
TABLE 1. SHEET 2. 7: HUKIZONTAL X-SECTION J ROSOWSKI
ILI: 015
STAlOF 1070 TECHNOLOGY DRIVE 171f...
8TAl OF
N. VENICE. FL 34275 - LIVII 01'0"/05/12
HORIZONTAL
-�jW� OR STOREFRONT ENTRANCE DOOR DETAILS
EXTERIOR -C P.O. BOX 1529
iremAxsHim SECTION C NOKOMIS.' FL 34274 Sefi�/Wdd. Is N ? TS I sheO m-F-g R*v.
15 A , — SE-3550 TOFll IDMD-3550-LM A
L P.
CERT. OF AUTH. 029296
TAQ1 r ft,
Door Mullion Head/Sill Anchor Cluster Load Capacity (psQ
(Ij4"MaxhnumShImS._ -
Mckminal
Man
A
rTwoe"Ao
I
AndwTvrke'Er
I
Wr-W&-'TV*1CUNAWd)0rTjpe'O`
ArKbarTvve'I?
Frame
VAkfth
Franke
Height
A2
A3
A4 1
82
93
B4
C7. 1
G3
Dd I
D4
EZ
E3
E4
241n
721,
MO
Mo
10&2
9M2
78.9
70.1
12DO
IMO
III
Mo
1210
IMA
1012
120 01
=01
12"t
Mo
12OLD
MO
IMO
32OLO
MO
Mo
MO
MO
MO
=0
220.0
12110
0
tioo
12CLO
12CLO
12U
MO
U&O
MO
Izoo
MO
IMO
1-0
12&0
MO
: 0
iis,6
12110
=0
Mo
=0
Mo
MO
=0
=0
1 2"
MO
0
=0
=O
120.0
"0
12MO
=0
MD
MD
120.0
Mo
MO
mo
MO
220D
=0
12OLD
12CLO
MO
IRO
MO
I2WD.0
MO
Mo
MD
D
12"
12U
12CLO
12MO
111110
32OLD
22MLO
12MO
IMO
MO
Mo
Mo
MO
MO
M0
In
In
421n
481n
541n
ISDIn
63.1
90
=0
109.0
M00 I
12CLO
IKO
120.0
0
MO
Mo
MO
'0
Mo
Mo
MO
6131n
57A
S&I
114.8
MI
=0 i
12MO 1
94.5
T7A-O
0
113.2
MD
12MO
1193
r.6
220.0
MO
72fri i
SM
7&9
10&2
qM9
Mo I
MO
25.7 .
12CLO
MO
103.6
MO
12OLO
209.6
IM0
120.0
24in
7.1.
MD
-1W
MO
12OLO
0
-.0
OLD
2:
MG
120.01
Mo
Mo
ag
Mo
120.0
MO
Iloo
II&D
MD
IMO
=0
IM
MO
17.0.0
I21k0
1MO
IMO
IMO
120.0112110
MO I
MO I
=0 I
MO I
=0
MO
120A
12OLO
MO
MO
12U
MO
12110
1200
1200
120.0
IMO
IWO
120.0
12M 1
=0 I
MO
=0
120.0
=0
MO
=0
MO
MD
120.0
12110
MO
=0
MO
MA
120.0
121XO
MO
MO
10
Mfl
MO
-a -6
=0
301ft
361a
42f.
481n
541a
r
CA.7
97.1
Mo
17&5105a
MO
1MO
IM71
=0
Mo
12aa
1210
Mo
IMD
Mo
12mo
OIn
G DOO
se.2
87A
II&S
10117
12MO
12W
9&0
=0
=0
1159
120.0
=0
IMA
MO
2200
66fa
53.0
9L5
M0
12CLO
87.3
=0
12110
lots
32D.D
12MO
3103
=0
12D.0
721n I
4M
.8
7 X
72
9
Irr
7..l
1
UO
12110
22CLO
SIC)
=0
MO
90
MQ
12CLO
IOLI
=0
=4
241n
MD
IM2
90.2
77.3
IMO I
MO
MO
21541
22MO 112110
12DJD
IM0
MO
M0
120.0
12110
=0
320.01
12MO
MO
3=0
220,0
122110
1120,0
120,0
MO
MO
12MO
1240
120.0
12MO
OLD
1200
220A
=01
12"
n"
1 12110
Ma
=0
1"Jo
12D-O
MD.
M0
Mo
12OLO
MO.
=0
12DA
120-0.
MO
12D.0
Mo
MO
MO
MA
Mo
- MO -
MO
120A
3OIn
361n
42 In
67.6
IOL4
Me
IW.S
Mo
I =0
111.4
12QD
12OLO
=0
MO
MO
=0
12110
i9i
(pin
al
qu
Mo
Ing
Imo
IM0
99.0
MO
12OLO
118.6
MO
l2O.G
MO
22110
=0
54 .%
aLz
106.2
915
LIMO
MO
MI
120.0
MO
IM7
I MO
=0
=7
120.0
MO
-66in-
492
73.8
98.4
854
12MAO
=�WD
OLD,
a
=0
-Mo,
97.0
112MO
=0
102A
12MO
MO
5372TAIM
45.1
67.6
90.2
77.9
116.9
3 W"a
T53
3
21 L4
fegLo
I =0
Mo
93.9
Me
mo
24W'
=0
IOLO
84.2
711
120A
MOI
MO
=2
=0
IMO
I =0
MO
MD
12DO
JZDA
=a
=0
0
0
0
IWO
Mo
0
=01
MO
120.0
3MO
MO
22QO
Mo
=9
=-O
3ZO.0
320.0
MO
:-0
22MO
=0
xO
MO
-0.0
220.0
120-01
120.01
Mo
12OLO
=0
MO
I MO
1120.0
M0
MD.
120.0
MO
MD
MO.
MO
1200
M0
M.0
12"
1MO
MD
MO,
1200
301a
n
In
42 In
_ In
481n
PW
54 in
. In
goin
-9.1
7
=0
IMMO
0
Izoo
MO
MO
=0
IZU
1120.0
MO
1120.0
MO
MO
2
112.2
96.9
MO
IMO
92.4
MO
12MG
lIft?
I MD
12"
11MG-9
MO
.0
.In
GOIn
-7
7
IOLO
87.2
F70
=0
MO
M
M0
MO
99.6
1120,0
=0
10.2
120.0
220A
661n
4S.9
6M
IT
713
n3
1 0
12RO
7S.6
MS
MO
90.6
11210
12MOLO
95A
MO
1
MIA
4 '
42.1
I
Ell
$4
SC2
72.7
=0
12QO
1W
M&O
MD
910
12"
12RO
87.6
1=0
120-0
241a
I.'
11fi2
-
93.o
775
775
Mo
MCI
D.
=o
IIa2
Mo
=o
1213.0
Mo
I=
MD
Ing
Mo
MO
� Mo
I sno
1=0
12OLO
I MO
120.0
MO
=0
12 DO
IMO
Mo
MO
=0
120.0
12MO
12OLO
12MG
MO
MG
=0
120.0
MD
1210
M.0
IMO
120.01
=0
12D.0
Mk
IMA
soln
Win
421a
66A
934
iki)
3110
Mo
MD
109.4
120.0
12DA)
12MO
MQ
=0
MD
MO
120.0
481n
917.7sln
583
97.2
1162
100.4
MO
12110
918
Em
IWO
114.7
120.0
=0
=0
=0
MO
54in
SL7
77.S
11313
89.2
Mo
I =01
S&I
12CLO
=0
IOL9
MO.
M0
W.6
12110
1 MO
Gain
65 In
1
93.0
12OLo
mol
7r.6
114.9
ino
9v
Mo
=o
asa
Mo
2ma
423
�7
4
SCS
_M3
710
IMS
120.0
1 M6
2015
MO
83A
MO
=0
B&O
=8
=0
--M
..H
W
1 5&2
1 77.5
6ag
IM4
=0
fag
.952
=0
76A
214.7
MO
80.71
22MG
I MR
74 In
=In
UL4
MI
743
M0
M0
11114
M0
MD
=0
=0
32MO
32CLO
al-
12CLO
12CLO
Mo
=0
220.0
IZO.0
MO
MO
120,0
I
=0
MO
120.0
12OLO
MO.
Mo
=0
120.0
MO
MD
120.0
MO
MO
=0
=0
=0
2 0
0
M.0
E
1220.0
12110
12CLO
1MO
MO
120.0
30111
3614
421n
41D
-0
-
-
-
-
-
- 0
-
0
120.0
-
120A
-
M.0
557
SIS
111.4
9&2
12-IOLO
=0
91.8
22QO
MO
IM9
MO
MO
n&O
.
IZILO
MO
541a
GOIn
495
743
99.0
65.5
120.0
MO
81.6
MO
IMO
97.7
12D.0
22MG-0
.1
27AO
12DO
44.6
66.8
MI
77.0
1 115.5
1 =0
-
1
66 In
4"
60.9
91.0
6&7
- g'�
I g
iiq
1199
=0
844
IMO
MOI
IF COMBINED WITH STOREFRONT
SYSTEM (SEE SEPARATE APPROVAL),
THE LESSER DESIGN PRESSURE VALUE
OF THE ODOR OR STOREFRONT SYSTEM
SHALL BE THE DESIGN PRESSURE FOR
THE ENTIRE SYSTEM.
Door Mullion Head/Slg Anchor Cluster LoadCapacity (psf)
(1/4"ma)kIrritim shim Space)
Naminalolm.
An&"WN-Am
I
AKb,kkTwW
I
AnchorType"C'
I
Andkor`froe'�W
An
rTVw*kl
Frame
Wft
Raw
He t
A2
A3
M 1
02
B3 I
N
C21
ell
C411%2�
D3
D4
EZ
E3
E-4
241n
=2
842
70.1
12110
IMO
1012
1310 1
120.01
12OLD
MO.
MO
12OLO
120.0 1
MO I
=0 I
12D.0
1MG
12OLO
MD
MO
2116
1200
MO.
22OLO
120,0 112110
MID
22CLO
12QO
12CLO
MO
MO
12"
220.0
MO
120,0
-12QO
22MO
MG
-M0
MO
MO
MO
SAO
MO
Win
361n
4210
481n
Q1
912
12MO
1018
22W I
=0
99.0
1�=
220.0
118.6
MO
M0-
12-OLO
1061111
52.6
78.9
105.2
9119
12DO I
12OLO
8117
IMO
=0
1018
12OLO
M0
-MO
109.6
12OLO
_12aO
120.0
541n
GDI%
45.0
MI.
as
MS
MO I
12OLO
77.0
115.6
MO
92.2
MO
120,0
97A
=0
MO
63.1
K2
7Z7
109,0
1 Mo
1 6111
10LO
120.0
81.0
=0
MO
97.6
MO
I MO.
66 In
3&3
57.4
7r.5-
66.1
99.1
112ao
1 610
94.5
MO
7!L5
21&2
=0
79.7
1ISS
Mo
24In
99.7
7&7
MO
1216
120.0
=0
MO
0
=0
=0
1200
22OLD
IMO
12DA)
MO
�
=0
MO
220.0
120.0
MO
M-D
MO
-=0
MO
IND
MO
12D.0
MO
M-0
MO
-I=
301n
36 in
6&4
99.7
Mo
I-
Ing
Mo
12OJ3
1095
320.01
=0
12110
220.0
=0
120.0
=0
IMO
4ZIn
214 in
S7.0
K4
1119
-4
92L7
Mo
Mo
9&9
12M
1200
llL4
IM.0
=0
118.6
=0
MOk
49111
49.6
747
99.7
SRI
MO
120.0
811
MO
=0
98,3
IM-0
=0
103.8
MO
IM-0
54 in
4U
%4
g&s
7&5
214.8
1=
73.0
103.5
12110
87A
MO
=0
92.3
MO
!FO-
Win
3&S
RII
79.7
6&9
1013
12MG
6&7
1 98.5
MO
78,7
IILOI
MD
83D
MO
120.0
2410
9&7
76.7
IMO
133,6
120.0
MO.
120.0
110.0
12MO
120.0,
MO
=0
=0
12110
22OLO
Mo
22060
12D.0
MO
1120.0
Mo
MO
IMO
=0
M
MD
MO
30in
3fitA
Mo
100.0
IU21QO
22OLD
104.0
12DJO
-2.20
Mo
Mo
IMO
Mo
Mo
42[n
1201n
108.2
915
120.0
12110
W
MO
220.0
06,7
1
ill,
Mo
M.0
4814
47.3
71.0
94.7
81.8
a75.7614
l=
I M.
120,0
71LO
127.0
O"D
IN
9' 4
20
MO.-
o
SM
I 1W.0
=a
54in
4ZI
63.1
SU
W
IM
120.0
693
UND
M.711
iw.-
0
87 6
12"
MO
n
37a-
56.6
98.2
17AO
I 62A
916
AndW
#0FAr9hMjA,,a,
WAAACII
Andf
#6FAn
Type
atEwhEnd
To*
*tE"f
Type
atElChEad
Wfickak
afftimn
of WIDA
A2
4
A3
6-
A4
a
111
4
B3
6
84
a
cz
4
C3
1
6
C4
a
DZ
4
03
6
D4
a
E2
4
E3
6
E4
a
SEE
2-111W
.CCNG. 4* MA)(. -1 1 , �[ . L
OR WNDW
VLqNDOW
t4o. 58705
z
WO 7ECHNOLOGY DRIVE
N. VENICE. FL 34276
P�O. BOX 1529
NJ�
NOKOMIS, FL 34274
W.'L
CERT. OF AUTH. #29296
ANCHOR PATTERN FOR ANCHOR
TYPES A2. B2, C2, D2 & E2
SEE TABLE i. SHEET2
FORALLANCHORO.C.
2-11C SPACING. e MAX
ANCHOR PATTERN FOR ANCHOR
TYPES A$, B3. C3,03 & E3
ary
I I W�\\\
DOOR !'I WINDOvv
2-114- SEE TABLE 1. SHEET 2
FOR ALL ANCHOR O.C.
SPACiNG,,r MAX
ANCHOR PATTERN FOR ANCHOR
TYPES A4,134. C4. D4 & E4
2-11'r SEE TABLE 1. SHEET 2
FORALLANCHOROC
SPACING. 4- MAX
TYP. HEAD ANCHOR PArFERN.
ANCHOR QUANTITY VARIES VM
DESIGN PRESSURE
PRODUCT REVISED
,, complying vjith 1110 FI"IdB
BuildingCode
Accepta=No
PlOdLK1
By aa�
Mi do
zlo =1
SC NO CHANGE I
Desedpilork: ] Dr.. 0y;
ANCHOR TABLES @ 1/4"SHIM SPACE J ROSOWSKI
TO.: 1.
3TOREFRONT ENTRANCE DOOR DETAILS - LMI 1'0/05/12
Seeieslhfodek IS�.-
SE-3550 I NTS I S'151'�01` I I I 'M'D-3'550-LM JRA'
a 0 A J,
�A.t = A -
Door Mullion Head/Sfll Anchor Cluster Load Copacitv 0911 1
(IM Mulmum shim space)
Naming
Dim
AM
AfWMTVW"A'
ArgbmTvw'lr
I
A
orTyPelc!
I
AndwToe'D'
I
AnchorType"C
a
Rama
ch
WWth
Frame
Haight
A2
As
A4
UZ
63
64
CZ
C'
C3 I
C4
02 1
03
D4 I
F2 I
E3
E4
n
min
721A
Mo
M.?
tog
kA
"7
6
MO
MA
MO
IM9
Mo
=0
=0
=0
on
UL7
1'
aC7
f-7
7L C.
mo
MO
=0
U19
=0
=0
MO
=0
ma
D
220.0
1153
993
1�3
12on
MO
12MO
MO
Mo
MA
=0
WO
20.0
ROD
MO
U(10
Mo
=a
MO
MA
MO
Mol1zwlMO
0
=0
MO
Mo
MO I
=01
MO
MO
=0
Me
U"
=01
=0
301A
as'.
We
42[n
4SIn
541ft
Gain
615
95.3
=0
G&S
9M
120.0
W
MO
MO
2=7
=0
MD
IWA I
=0
=0
s
sr.5
S&S
"7
1IL9
.2
JJL9
=0
91,4
=0
12M
=01
MO
120.0
SO.11
7&2
1111.7
SMS
762 1
1QL7
SaS
1OU
MO
S&6
=0
MO
MO
MO I
MO
We
W-2
4&2
s&3
92A
4rL2
69.31
92.4
.2
612
94.8
=0
1Q5
=0
MO
U&S
MO I
MO
721n
42A
Gas
K7
4L4
63.5
64.7
57.9
86.9
2A9
73.9 1
21Q7
32M
1CM6
120.01
MO
24101
a
W.3
903A
792
GRO
MO
M2.
1173
20QS
120.0
MO
MO
17AO
U73
SIB
7&2
67.0
Mo
MO
117.9
1015
Mo
=0
12DA
=0
=0
=0
=9
917
22MO
17AG
12OLO
MO
MO
Mo
=0
MO
120D
=A_
=0
1169
IND
My
=0
=0
271LO
I
MO
MO
MO
MO
_MO
0
27AG I
Mo
_=O
MO
MO
MO
Mo.
12OLO
3014
361a
42h)
48[n
5410
Itya
5&a
M
1173:
801
MD
=0
JM.2
MO
120.0
MO
13DO
=0
5Z1
792
101,31
5XI
7LZ
104.31
71.3
10&9
MO
9&9
120,0
MA
MO
12CLO
MO
Goin
NIn
-979-
764
93A
4&9
70.4
gig
61.2
96.2
1210
SLO
=0
MA
12d.O
MO
MD
. In
7Wj-
_FA�
M3
W
4D
640
80
SU
0.5
11&71
743
111,S
MO,
M3
=0
=0
72in
..n
78.2
311
38A
6
W
S&S
4102.
9
9
Sol
JOLZ
MA
MA
12MO
MO
241n
100
807.1
72.6
=0
=0
IOU
MO
120A
=0
1019
27A
72.6
120.0
M
120,0
E6
gog 9
1011.9
=0
Mo
MO
=0
im
99&J
12MO
M 0
=0
:0
MO
0
12QO
=0
mo
MD
I=
I=
MO
0
Mo
2W.4)
Mo
=0
I
Mo
Mo,
Mo
Mo
Ma
=MO
M.0
Win
36 In
42 In
-w
-
93A
M 0
&2
_
Mo
SLI
1212A
Mo
Mo
ins
120.0
MD
Mo
I Mo I
Mb
4ain
841a
SACS
SL7
101L 9
54.5
SW
8L7
10"
745
JJL7
90
1
12fto
Mo
I Mo
I I=
541n
Gain
4&4
7L6
9g.8
4&4
72r.
1 96.3
66.2
99S
1208
84A
MO
MO
MOI
MO
I MO
43.6
W
I 87A
1 43.6
65.31
97.2
5&6
89A
1192
753
IS9
MO
122-71
MO
I Ma
661a
We
-
_M_
-SoAT79:2-1-
-
-79.2-
-St2-
-812-
-1083
-ED-
AW
-MO
-107-4
MOVMO
-363
5CS
7Z6
36.3
56.5
72.61
49.7
74.5
993
633
943
12DA
93.9
93,
Mo
I MO
241n
101.7
SLB
67.2
MO
Mo
1017
Mo
Mo
12CLO
22OLL7
-a"
648
Mo
1110
Mo
12AD
22OLO
Mo
111.2
W
Mo
Ina
12MO
Mo
Mo
12CLO
11 Map
Mo
218.2
=0
Mo
12x%O
12MMO
[01-94
MO
Mo
Mo
1
Mu
Ina
Mo
3=0
=a
MO
=()
1200
3OIn
361n
421n
goin
58.2
87.2
11CLZ
SELI
07.1
1W
7!L4
119.2
=0
1OL2
=0
MO
0
220.0
MO
win
gi-in
smis
7r.2
ioL7
sas
762
101.7
MS
106.3
MO
98.6
MO
12DJD
MO
MO
MO
452
67.8
9M4
4562
A
91X4
6LB
I
=0
W
U&I
12MO
llfLg
Mo
igg
Gain
W
63.0
82.3
4Q7
IOD
61A
1 8L3
M6
4
11L2
Mg
IMM 3
MD
10512
MA
wo
661n,
37A
M
1 37.0
55A
1 719
SM6
75-8
10LI
64-4
96A
MO
916
MO
MO
721n
W
5QS
67.61
3ML9
SOS
6F.8
46.3
Ems
9211
511
88,15;
119.1
87.6
=0
MO
241fi
914
=0
MO
1 93.6
MO
MO
M0
12OLO
120.0
MO
=0
MA
120.0
MO
120.0
30in
74.9
UL3
MO
1 74&9
1 WM3
MA
IMA
I 12CLO
120A
MO
17MO
.0
12OLO
Mo
22MO
We
ra4�
M 0
QA
9'6
93.6
=0
95.3
=0
MO
IOSD
=0
a
Mo
Mo
12"
42!n
48!n-
97.75fn
41
44-
1 07.0
0"' 0
Sa& I
SOL2
107.0
73.1
IM7
MO
912
12W
0
170A
=0
120A
498
iu
H 34
45.8
70.2
1
93.6
64.0
96.0
9"
MD
SLfi
12MO
129.0
MO
MO
MO
541n
41.6
G2A
2
51 2
4L6
Q4
8&2
S&g
03
IM
72.5
1018
MO
W.6
=0
Mo
Gain
37.4
5&2
71113
7.1
37A
3LL2
74.9
SL2
as
_973
MO
9&a
I me
MD.
65in
721n
340
51.1
go
6&1
SW
SLI
68.2
46.5
W.8
9&1
R3
89A
OLD
S&O
MO
M-0
3L2
46.81
6M
6
3L2
W
W
I W
6.4.0
OL3
54A
OL6
MILS
81X7
I MO
MO
MO
241A
3DIn
M7
MO
MO
OD
MO
MO
0
=0
1240
MO
M
IWO
1200
=0
MA
7LS
107.6
12MO
7L&
107.6
TAO
9ELI
=0
=0
12110
IAO
JI
MO
MO
IWA
361n
SSA
.7
119,6
59.8
U7,
IMS
SLD
Mo
Mo
WC2
MO
MD
rE
MA
=0
32DA
4 in
2[n
NJ
76.9
102-5
I_
W
-
76.9
10L5
70.1
ml
Mo
qu
Mo
MO
Mo
Mo
1200
481n
n
NOW
IMIn
$517
_
44-8
IMMO
67.3
Go.7
6W
220.0
782
1172
1
11&0
MO
MO
541ri
319
S&B
T
717
3%9
59A
2
79.7
S&S
21.9
109A
IM2
120.0
103.1
=0
=0
esin
as
3&9
S&S
7LO
.
3&9
8
7LE
491
7.
1 SRI
1 625
918
MO
9L8
=0
MO
W
1 483
X
=
.
JZ6
:9
! W
4%46
601
82.2
1 56A
1163
2M7
64A
'17W
M.0
IF COMB NED WTH STOREFRONT
I I
SYSTEM (SEE SEPARATE APPROVAL).
THE LESSER DESIGN PRESSURE VALUE
OF THE DOOR OR STOREFRONT SYSTEM
SHALL BE THE DESIGN PRESSURE FOR
THE ENTIRE SYSTEIA
Dow Mullion Head/Sill Anchor Cluster Load Capadtf (psfl
(I/Z'Madnwm shire Spam)
oa,w
K Koodnal
Dim
AndwTvPe'A!
I
AndwTlpe'V
A
'T,
IC, I
AfKhwTVm
1W _
AnchorTyWe
18
From
Wkfth
Frame
fbight
A2
As
A4
8Z
I
C2
c3
ot
02
D3
W
EZ I
E3 I
E4
24 In
9167
67.8
Imp-
100
12060
120.0
SC7
678
mn
IOL7
MO
MO
1w
9L7
Mo
12CLO
mol
Mo
Mo
123.1
170A
MO
Mo
Mo
MO
120.0
Mo
MO
MO
MA
Bola
S47
=9
S&S
go
11"
77-2
Bu
=0
9&4
120A
MO
12DA
MO
MO
421ft
1081M
48A
7ZG
M&
48,41
72.6
_M
66, 2
0
M-N
2LA
12MDID
MA)
MO
Mo
220.0
12OLO
120.01
Gain
AZA
615
K7
47.4
635
84.7
57.9
86,9
.
=7
Mo
1016
12CLO
32060
37A
5fiS
7S.3
37.6.
63
563
7563
sL 5
77.2
luo 1
6&6
9&4
M0
91A
=0
120JO
33S
502
67A
W
%L8
6711
46.5
MS
92J
59,1
B&S
12L1
87.6
12MO
MO
GGIM
Me
46.2 1
63-6
3o.8
46.2
GL6
All
612
BL3
SW
MM5
WMA
79-7
18.5
120.0�
8063
1 22OLO
MO
W3
mn
MO
Imn
MO
Mo
-
=a
mo
Mo
mo
Molmo
Mo
_aflp
1141n
I 9gg
MI)
rA2
96.3
MO
A
MO
MO
1119
20.0
12%0
22OLO
MO
MA
361n
42in
ELS
gas
W-0
SM&S
W3
207.0
398-
-
-
-
In-
=0
=0
MO
45.9
-8
SLIF
4�5_9
Site
7
gtl
MO
79.9
nU
12OLO
113.6
MO
120A
48[n
MGM
40.2
on
W3
4MI
66&2
ffia
lag
69.9
_6"
j 1OL9
12OLO
1018
Mol
MO,
54[n
3S.7
53.5
7L3
95.7
M
8
73.2
WAG
_iF8
_6&_9T_8&9
I 9&Z
MO
_11L9
92.3
12OLO
I =0
am
64.21
32.1
411.2
419
W
Sao
Mol
Mo
241n
76.2
-ILZ
3144
Mo
7&1
114.41120.0
IM3
1110.9
MO
-Oil-
1200
22MA
MO
120D
am
9LS
Mo
-
Mo
qu
12=0
83A
MA
a
!&
Pgg
0
20-
12D.0
I M.
22U
SOD
7&2
-IOL7
Sao
75.2
1OL7
5
wu
Mo
88.6
12U
MD
120.0
42tn
=In
49.6
6&3
87.1
S7.1
596
M4
1112
75,9
1 U39
12MO
112.7
=0
120.0
48in
541n
SLI
57.2
76.2
7&2
10
_kY
98,5
Mo
-
Mo
-
33A
SAS
672
as
_Ji3l
ILI
.
87.6
=0
1200
We
on
45.7
&LO
626
5&j
7&7
jos.3
_M
218.3
Anchor
Tym
06fAndMM
IdEachEm
Anchor
V,
KdAnthars,
atEKhEad
Anchor
Toe
dArAom
AtEechend
AZ
4
A3
6
A4
82
4
B3
6
54
a
C3
6
C4
_�L_
4
03
6
D4
_D2
E2
- 4
E3
6
M
ANCHOR PATTERN FOR ANCHOR
TYPESA2.02,M028,62
I SEE TABLE 1. SHEET2
2-1/4' FOR ALL ANCHOR O.C.
SPACING. 4"MW
ANCHOR PATTERN FOR ANCHOR
TYPES AS. 03, M 03 & E3
I __ �\\\
WNDOW
f
2-IM' SEE TABLE 1. SHEET 2
FOR ALL ANCHOR O.C.
SPACING, 4MAX
ANCHOR PATTERN FOR ANCHOR
TYPES A4, B4.04, D4 & E4
'11 � ��:, J�r . ........ --\'\
6506R 1 .11 IID.W\\\
2-11e SEE TABLE 1. SHEET2
FOR ALL ANCHOR O.C.
r. SPACING. 4"
2FORANOHOR 2-1/4'
D.C. SPACING. 4'MAX
SO OR BMW
DOO
TYP. HEAD ANCHOR PATTERN.
ANCHOR QUANTITY VARIES MTH
DESIGN PRESSURE
, I . -,j 41, , , 1//
or-,
SIC
ANC
r-a
Lij
13
1070 TECHNOLOGY DRIVE
H. VENICE. FL 34275
rille:
IST
-0
FA - of
P.0, BOX 1529
NOKOMIS. FL 34274
CERT. OF AUTH. #29296
PRODUCT REVISED
w complying Avilh the FlmrWa
BtfildingCWC
Ac.mptanceNe 15-0(alf.Ciq
_3�
ralion
Re,1sb-: D-
ay m
Pro
wypddctco
ctom
NO CHANGE
I D11- UY.-
TABLES @ 1/2" SHIM SPACE J ROSOWSKI
Date.,
ONT ENTRANCE DOOR DETAILS - LM 10105/12
- - scate., 15heel: I Drawing No. I Re,
INTS 6OF11 DID-3550-1 M A
I
TABLE5: TABLE 6:
Doodamb Max. O.C. Anchor Spactng Un) Door Jamb Max. O.C_ Anchor Spacing Door Jamb Max. O.C. Anchor Spacing (In) Door Jamb Max. O.C. Anchor Spacing
(1/,V Maxln�Shlrn Space) . (1/e ?Mxirrwm Shim Space) (llr Maximum Stdm Space) (112"MwintlinshImspau)
Frame Frame Archor Anchor Anchor Anchor Anchor Frama Fram I Anchor Anchor Anchor Andw Anchor Frame -frame Anchor Anchor A or or 0 Anchor S' MAX.
Wdlh Height TypeAl Twe'll" TirpoC' Type"WIT08 E. Will He I t 'A' TVWB' Type C' BEL:W TYPOV dth H.I&,t aet:E Toa-W T, 'C' TYPAW -C VAdth Height lVpoA" Typele" TypLC' Tvp*'D" Typell'
.M__ is 14 1 111 Min 17 us 272A 1 is is Is
24in Is 19 IV is 24in to is 18 is is 24in is is
301n is is z__ le is In 17 is Is is is 3010 is is 31 is in Win 14114 142/4 111 is is
361n Is 18 is is is 36 in 24 is is 17 IVS 18 is ssin 12 12 35 is 19 36111 32 22 3AS 171/8 18 is
421n i2 is lz is is 42 In 12 la 14 is in 42 In to to 32 is is 4ZIn to joil/i 1494 17 1/8 18 fr MAX.
48in 72in to Is IL is is In 97.75in to 4 to 12 If4 17118 18 431. 72in 3 9/26 5 9116 12 is Is 48 in 97.51n 8 9/36 a 9116 12 31 17 US is 1
7 J/8
- __i4_ln_ 7112 7:vl 111 25 Is 54 In 7314 7 2ol 16 14214 is F_
5410 lo Is lo 155 is 54in 9 1/8 1012/ 17119 is
Win is 8 9/16 15 118 win 8 9116 17118 9W 14 5/16 19 601 -a 1 6'1/'B 'IV'6 a 9116 111 Is soln 72/6 9312 12 3116 18
661n 7:VZ �::�% IS 66hi 7U116 14 5/16 8 9AS 121/4 It 6 6 a 9116 12 Is' fisla 6 JIB 6 3ja 8 9116 10 W16
12
721n 611/16 12 1 73A 22 is 721A SIVIS S WlB 7314 1011/16 18
72 in 7318 1 22114 723/16 12 IIA 12 7 In 5 7116 S 7116 73/2 10 is
is is is Min Is is is
241n 29 a 1 18 IR 29 241ft to 12 UK- 161/2 153/2 is Is to I
30ln 161/2 28 1 is Is Is 301n is 29 is to is 3DIA 23 13 in Is Is soln 35 is 28 is
36ln 16 is Is 36in Is 18 is 18 is 36fil 11 it 16 U7 18 -is-- 36in 111/4 211/4 15 is is
Is 16112 is 421n M 10 127/8 Is 18
42in is 13 3116 is 1 18 421a 102, 127/8 18 227/8 1 18 is 2tn 9 7115 9 7116 13 9/1 1MIrl 10
481n 7JIn Is 1 261/2 18 48in 11218 is u2A is is 49in 73in 22/4 8V4 11 ifilft 13 481n 9 9 11214 IS is SEE MA)L
64 In 2716 IS6 9 16 161/2 19 54in 20 Is 10 2s Is 541A 7 5fis 7 5116 9 7/16 13 3116 11 Min 72/2 7:V2 10 is is O.C. I
601rk 81/4 16 9 16 Is alis is (win- 9 is 9 is is fioln 65fa 6519 9 7116 23 3/16 is 60 in 6L5/16 6 Lql6 9 12719 18 SPACING
66in 7 5/16 6 8 4 13 3/16 Is 66 In A WIG is 8 3115 127/8 :IR Gain 6 6 83/4 Jul 66in 6 7/16 16 7/16 0 WS 113/4 18
r
72in 7 5/16 13 3AG 7 U16 It is 24 In IS Is is 18 Is 72 In S2/2 5112 7 5116 9 7116 'a Z4 In is is is is is -FA
In is is 1 18 Is is 30 is is is is is 2410 is 1111 19 18 2a 30 In 23 W16 13 W161 18 Is is
90in is is is is In is is 16 is Is 3010, 143/8 u 9 19 29 is 36 in 22 22 36 - 28 is
!L_ Ulm 1311/16 is 13 11/15 18 18 12 12 14318 Is is 42in 10 26 1011/16 1311/16 la is
Sala 14310 18 14318 18 is 108 In im In
4214 112 18 4 sis 18 is 48fit 1011/16 111 12 1 18 18 n to 5116 IMO 6 14 No M I Is _iTle- a 8 3V4 12 16 is
541" 9sis is 10 W16 16 1 19 "irk 8 101 is 23 W15 is
541n 10 Is 12 is is 4al. Min 9 9 12 U318 is Gain 6 6 7/AS 9 12 Is
10 Is lo 14 9A 18 Win alvis 16 9518 1311116 is s4ln a a 18 U318 is
6010 9 140 9 343/9 18 8 23W16 8314 131 Is I Win 61/2 9 32 is 66in 63A 6 W"s a 12 Is
66irl a 14wo s- 12 Is 241n 18 is Is Is a 66in - 6 a 12 is 241n is - is is is MAX
-21al 7 3/16 . - 1*61 12 is 301n 17 111 is is is 72in Si/2 to Sits is 30in 14 14 WIG is 18
F7 k 12 17 If —_ — -_ - - -
lam Is 28 is 111 is 361A 14 9/1.6 U 17 to M -18 -123 -17 -Is-
1 16 421n lulf-I 12 4 1 19 14 9A6 301A 1SWII 2SS/8 ll is so
'a a "
RA
.'A'
4 is to
flB
W.
is
q7 is
.2 is
to
it
7 f
4
247 9
io - 1.
is 4
ta 7 U.
R3
3 0 it'
6 in 152
is Ul 16
a 4 '2
it is
-i
r
9 is
I in
2, In its
s 14R I,
is
is
.n-
Win to is is a IS �IE is Is Win io 3n6 so 3/16 14 9116 17 is
361a isw is 355/8 is is 43in 11 5116 is u yl 17 is 35 in 31 us nus ISSIB is is 48in 91/4 9114 11 51261 17 Is
st
77/9
42in Is 23 18 is 54 In 10 9/161 27 10 3116 17 is 4214 9314 93ft 1 13 is is 5410 71 77/8 10 311613A Rflfi 111
-tV6
is 1.
48in Win 19 it to is 601n avi 17 9 V4 14 9/16 is 48in 90ift SIV16 155JB 18 Goin 7 SM 7 5/16 93/4 1 12314 is
541n 9 4 is 9 4 15 Is Min is is 13 1.8 is 541n 71315 13 19 24ln Is 19 Is is is
Win 812A6 is 8 9 is Is 30in Is is is Is _-WiT 7 136 1 16 1 i13 13 to soln is 716 is is is is
to
7" 13 81 13 19 36in 15 716 18 IS 7/16 19 is "in 6 2 is 211/a is Wit 12 22 15 lus
s
T] 7 VW. 13 713/16 11 Us 18 421wn 1220in 13 38 131/2 is is —72in -f- 9/16 1713/16 93/4 is 42in VM 1. 5]jK 16 131 28 19
U ag 1 9
ln 10 16 18 12 is Is 48in 1 9 12 IS 7/16 18
1013 231/2 is
5410 913 13 1013116 15 7116 is Min is
9
soln 9 lK 7/jAI 41alig I in 7/1A *7W.17 16 913VI6
PRODUCTRSVISED
ascomplyingividiftFludda
BuildingCoft , 2,�
Ac=.-,.No
N%, 011,14 f1l Ra�id By- D.Ie, Reebkw. cop I -,,
Im, It
1-YININ P
13Y
R.Wwd W. Dot. Rcv�;_
No.55705 SIC NO CHANGE
I Drown W.,
JAMB ANCHOR TABLES J ROS SKI
E tV
T 0-0 1 a;
8 ATE io7O TECHNOLOGY DRIVE riti.:
N N. VENICE. FIL 34275 STOREFRONT ENTRANCE DOOR DETAILS - LMI 10/05/12
Pl. ofz%o . , .
P.O. BOX 1529
NOKOMN, IL 41- 1 Scdd�lhfde Sccla,. I Sh.el. I D�Wnq N..
W-
550
CERT. OF AUTH. #29296 SE-3 NTS, 7 OF I I _I MD-3550-LM
I
Door Mullion Capackv (psn
NaminalDim.
Unrainforced
(Glass TVPm B & E)
unminforged
(GlaurypesA&II)
AlmittintPart
#M10
fGIms7vptsC&F1
HDAIuzn.flc1nf.P;wt
0195m
[GIxsTypezC&F)
pas I+)
Meg (-I
pw(+l
Meg I-)
Pas (4)
Negf-I
Pas (+)
N.9 (-)
n
241n
7zin
7D.0
MO
Sao
Sao
9"
10111,01
9110
1&0
301m
36 In
70.0
aa.0
90LO
no
9(10
ino
21111
22110
7ao
no
9m
90.0
9010
10"
Smo
l".0
TFr&rneHejgM
42 in
481ft
7110
no
9mo
9110
90LO
Mao
mo
=a
7110
11"
9D.0
90.0
10110
Sao
=a
S.41n
60 In
x0
mo
90MA
90.0
990.0
IOWA
9mo
lao
70.0
no
90.0
210
91(to
lommo-
no_
mo
24 In
gain
781n
7010
801)
90JD
Sao
90.0
lmo
90.0
=a
70LO
BELO
90.0 1
%a
Imo
Sao
12ma
361in
42 Im
7Q0
8DJ0
9ob I
go&-
90.0
Ino
9110
12010
7110
no
9(ko
90.0
Iomo
90.0
mo
48ln
54 In
fioln
70.0
Ina
go
90A
90A)
In0
911.0
=a
7mo
no
90LO
90.0
9010
1011.0
9010
I'Mo
mo
70.0
MA
8&3
85.3
90.0
Imo
90.00
120.0
241ft
841n
7110
no
9WO
9110
90.0
1013.0
90.0
mo
30111
36in
7do
no
gao
90.0
9D.0
10D.0
9D.9
_a
120.0
7110
Sao
9119
91).0
90.0
20110
Sao
Im
42 to
Alain
70LO
no
no
00
91to
3010
9w"
_a
12ELO
11110
no
MD
9010
100.0
Sao
120.0
54 in
to in
sma
1111
29.1
911,111
100.0
Sao I
=0
80.0
gar
mi
alto
I00.0
no
241
Win
9oln
70.0
no
90.0
9mo
90.0
look
910
jj�=
12D.0
7060
mo
gma
90.0
900
100.0
90.0
Im.0
36in
42 In
7110
no
900
9mo
fto
105.0
9&Y-
=A)
70.0
=0
M
9a.0
Smo
100,10
Smo
I=
Argin
Go n
7QG
no
qu
I no
90.0 1
10"
gao
a
ma
7110
no
sit
ALI
90.111
=a_
900
---=22D.0-
90.0
IMO
1 93.0
220.0
97.75in
7119
no
gok.-
90.0
90LO
I00J0
9110
:0
0
1 Im
Win
36 in
70.0
a"
90.0
a"
Sao
10"
9"
Ima
70,0
810
910
Sao
no
10111,11
S"
mo
N291n
In
48 In
70.0
80.0
no
90A)
mo
Ina
9&0
0
7060
W.0
B&I
S&I
91:10
20110
%to
0
_ In
54 In
I
no
10110
911.0
mr)
no
=a
90LO
:m: 0
24 In
Win
202 In
90LO
14110
-Ao
Immo
R
9ab
9110
.0
mo
3611n
42111
90.0
=.a
1 90.0
Ina
9010
201311
9D.0
I :
E
481n
Min
Gain
90.0
IooLo
9mo
mo
90u)
111111.0
goo
220.0 1
9"
301D.0
solo
mo I
24in
30 in
108in
9"
InG
9110
22110
90LO
I=
9060
mg
3S In
4210
9110
10"
goo
IMA
90LO
I=
91110
3
min
win
9110
I=
9110
I=
1 9"
Imo
so
0
920
=.a
241n.
IV! In
90LO
1130.0
9mo
Im.0
3oln
gas 11
'a"
=A
so
910
Im.0
-9mo
-lorto
9&0
421m
481m
90.0
I=
90.0
90.0
10110
90.0
S41A
60 In
9ma
=a
90.0
%a
0
7A 1 n
30In
1211in
90.0
=a
am
0
9010
toao
911.0
130.0
35M
42 In
1 90.0
1 ma
9"
mo
&on
mmoo
min
SLOGIn
7.
90.0
mm
m
57.6WIn
'I
Wall
In
SINGLEDOOR
DOUBLEDOOR
-[�VADTK
2
rt WIDTH 2
TH
V41D I
HEIGHT
HEIGHT
(MAX
(MAX.
ST-am
FOR I
SINGLE DOOR
DOOBLE DOOR rt
WITH TRANSOM
ATrAcHED I
STOREFRONT.
SEE
WITH TRANSOM
WIDTH 2- TSX
Ii R W-i&�i
STOREFRONTI
Ii NOTH 2
---� vm��'
APPROVAL.j
HTAPI-V//�
III
L I
- -4-
AV -
�-- DOOR WIDTH --11-1
rt ri,
WIDTH 14 WIDTH 2
FRAME WIDTH 2
-'1' �'%% ... .... i / 1//
MIN
�P
ve'
IF COMBINED NTH
STOREFRONTSYSTEM(SEE
SEP APPROVAL). THE
L ESSER DESIGN PRESSURE
77Ar
1070 TECHNOLOGY DRIVE
VALUE OF THE DOOR OR
STOREFRONWT SYSTEM
.. toffiv
'
N. VENICE. FL 34275
P�O. BOX 1529
SHALL BE THE DESIGN
&
'I
NOKOMIS, FL 34274
mtubuRE FOR THE ENTIRE
SYSTEM
Al- 'X�'
"ARLYNN MI" P.E.
-T. OF AUlH. #29295
r .
pRODUCTRIEVISED
� complying vio, On Mori"
widinscodc
AccePtance No
Milan
By Product
miam
rS.d By.
D.I.:
RaWsim;
ised 8,
c.
R-blion:
SIC
NO CHANGE
scriptk-
ULLION ANCHOR TABLES
I D-n BY.,
J ROSOWSKI
*OREFRONT ENTRANCE DOOR DETAILS - LIVI
10/05/12
10.1M.dO.
SE-3550 i
sog..
NTS
8 OF 11
No.
1 MD-3550-LM
T�
68
0 PANEL J
) TOP RAIL
#19520,6063-T6
-i-i 1.470r [--j
.2w jtr--M,, .618'
.36T ---� q
LOCKSTILE
��A&C::K-ERPLATE
#19519.60OM6
BUMPER
THRESHOLD
#i9513,6063-T6
PANEL .125'
BOTTOM RAIL
#19521,6063-T6
4.96ir -- t . i
Aff 13W
.126' li]-i
DOORJAMB/
FRAME HEAD
#19506.6063-T6
SADDLE
THRESHOLD
#19517,6063-T6
1668* ----1 A25- 3.7SW
—=-T —L J-1
.125' 1.75W 1.76W
(�)PANELSTILE, PANEL STILE,
HINGE (�)HINGEANACTIVE
#10522,6063-T6 #19524,6063-T6
3.309. 4SW
.12E -T
.ow
JEW .125"" 1.750*
TRANSOM DOOR
BASE HEAD
#19507,6063-T6 #19508.6063-TS
THRESHOLD
COVER,
#19514. 6063-T6
(,17) THRESHOLD THRESHOLD
V:,/COVER, I-lir U8 COVER, 3-
#10515,6063-T6 #i9516,6063-Te
-1 1-4!�r W
T
ICY
(�)RAIL
U-CHANNEL
#19564,6063-TS
4,541" Li
1223"
DOORJAMB
REINFORCEMENT
#ID510.0083-TO
(19) FLUSH
BtD�D 911W
#19503, 6003-TO
4.1gr
N; FLAT ' 342-
CO
#19505.6083-TO
2.05r -i r
Q.
DOOR
STOP COVER
#19534.0063-T6
8
FWSH
BEAD, 1-114-
#19504,6053-TO
i.46r
--HAW 4.6W ------ 3.5W IA85-
.07W 1.070o 1.39r .610'
1.070, U101 lw 1.750'
.07W 1.121' U Y�K
.630- ---1 T--0;i7 I Aw - T 05(f
9 GLAZING LEG, HD ALUMINUM @ TRANSOM PANEL STILE, & DOOR DOORNARROW
IG BEAD LOCKINGIACTFVE EXR BLOCK STOP COVER
* BEAD 6- REINFORCEMENT BEAD, 1-114" @
#19525,6083-T6 #19526,6063-T6 #19528,6063-T6 #19518,6063-TB #1 M3, 6063-TB 919527, 6003-T6
5.000,
4.11M --I ago,
1-Yi
.12W ...... 4fle
T _575. y '
1.453' T
1.760" No. 608705 s
-ow
TRANSOM WINDOW DOOR NARROW fr-
7 1
1070 TECHNOLM
GLAZING ADAPTER FRAME STOP BASE F
DRIVE
419502, 6063-T6 #19501,6063-T6 #19512X, 6063-T6 N. VENICE. FL 34275
P.O. 8 OX 1529
NOKOMIS, FL 34274
AL. CERT. OF AUTH. Y29296
R—ka.
isact By] V.I.: IR-Wm;
S NO CHANGE
DOD
STOP BASE
919512,6063,T6
PRODUCT REVISED
us complywgivith the fu0ma
Buildinge.,le
Ac"pjftmNejs-0cql2.0q
�lmliaeDw
By p �11-
d , p
op C_
I MATERIAL DETAILS I J ROSOWSKI I
ISTOREFRONT ENTRANCE DOOR DETAILS - LMI 10/05/12 1
SE-3550 I NTS 1 9 OF 11 1 MD-3550-LM I A
4
a
LOCK OPTION #1 LOCK OPTION 02
2-POINT PANIC BAR, ALL PANELS 2-POINT PANIC BAR. ALL PANELS
REGENT SERIES 57M VON DUPRI14 SERIES 3347
OFT. KEY OPERATED ON ENT. OPT. KEY OPERATED ON EXT.
OPT. KEY/THUMS-TURN ON INT. OPT. KEYITHUMB-TURN ON INT.
LOCK OPTION I (REGENT
SERIES 6770), TO HAVE A
—8 11—OWEATCKBOLT.
ALL PANELS LOCK OPTION 2 (VON
ACTIVE DUPRIN SERIES 3347), TO
HAVE A 5fir THROW LATCH
BOLT.
LOCK OPTION I (REGENT
SERIES 5770), TO HAVE A
lVilr THROW LATCH BOLT.
LOCK OPTION 2 (VON
DUPRIN SERIES 3347). TO
HAVE A51WTHROW LATCH
BOLT.
LOCK OPTION 93
V�/ — @
3-POINT LOCK SYSTEM
2-POINT LOCKSYSTEM
REGENT SERIES 206.2-3P
REGENT SERIES ML20?-TT-2PT
INTJEXT.LEVER
INTJE)Cr. LEVER
KEY OPERATED ON EXT.
THUMB -TURN ON INT. W
L�&0 0
EV THROW LATCH BOLT
(9 LOCK OPTION 94
3-POINT LOCK SYSTEM
2-POINT LOCK SYSTEM
REGENT SERIES 2222
REGENT SERIES 2-PT-L
KEY OPERATED ON EXT.
KEY OPERATED ON EXT.
THUMWTURN ON INT. A
A THUMB -TURN ON lNr.
0 0
@ 19 9
1111(rTHROW LATCH BOLT
[L�=&n
518'THROW LATCH BOLT
il/IVTHROWLATCH BOLT
ACTIVE NON-ACTVVE
ACTIVE NON -ACTIVE
PANEL PANEL
PANEL PANEL
1) ALL SINGLE LEAF 130ORS TO USE
1) ALL SINGLE LEAF DOORS TO USE
3-POINT LOCK SYSTFK
3-POINTLOCKSYSTEM.
REGENT SERIES 4D01 BUTT
2) LEVER AND LOCK TYPES
ARE
2) LEVER AND LOCK TYPES ARE
HINGE. S'FROM EACH END AND
OP`nONAL
OPTIONAL.
PRODUCT REVISED
MAX. 2W O.C.; 0.134'7HICK
w mmplyins xvith the Flarlds
'A�" d C012.09
0
0
Revised 8r.
Del.
Revi,
0
0
LYNsV
6063-TS ALUMINUM HINGE
Rvi..d B)r
D.I.
Rowion:
Ir
BACKER PLATE AT EACH HDIGE
SC
NO CHANGE
0
0
LEAF, 0.2WTHICK
Nn -P3705
ll .::
ZW� f tq�
Oes"otion:
HARDWARE DETAILS
J ROSOWSKI
0
0
�.!� ..
1070 TECHNOLOGY DRIVE
Tifle,
4-itr
N. VENICE, FL 34275
P.O. BOX 1529
STOREFRONT ENTRANCE DOOR DETAILS LM
10105/12
........
0,
111AL, NlAt
NOKOMIS' FL 34274
sedes/model. sile'T'S
t:
Dm"ing No.
IRA
R, P.E.
CERT. OF AUTH. #29296
SE-3550
I'sh"ll OF11
MD-3550-LM
P.F-# 68705