HomeMy WebLinkAboutProduct Approval •3/30/2016 Florida Building Code Online
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Product ADDroval Menu>Product or Application Search>Application List>Application Detail
FL# FL11608-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer CROCI NORTH AMERICA
Address/Phone/Email 6360 TOPAZ COURT
FORT MYERS, FL 33912
(239) 278-3066
info@crociusa.com
Authorized Signature Gil Morzaniga
info@crociusa.com
Technical Representative Gil Morzaniga
Address/Phone/Email 6360 topaz court
fort myers, FL 33912
gmorzaniga@crociusa.com
Quality Assurance Representative
Address/Phone/Email
Category Impact Protective Systems
Subcategory Operable
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
d' Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Pedro De Figueiredo
the Evaluation Report
Florida License PE-52609
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jesus Gonzalez, P.E.
Validation Checklist- Hardcopy Received
Certificate of Independence FL11608 R2 COI 15-056 CI.odf
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886 2005
ASTM E1996 2006
ASTM E330 2002
TAS 201, 203 1994
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsQFc5KD/o2fTrZeHcTZLEUE2esj6gWv37NEXOuyvn4e4K8vAp/`3d`/pad 1/2
-3/30/2016 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 02/26/2015
Date Validated 02/26/2015
Date Pending FBC Approval 03/03/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
11608.1 ES 44 SUP Rolling Door Extruded Aluminum Rolling Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11608 R2 II 15-056 DWG.odf
Approved for use outside HVHZ:Yes Verified By: Pedro De Figueiredo PE 52609
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +110/-110 Evaluation Reports
Other: Glazing separation must be used when the FL11608 R2 AE 15-056 PER.odf
installation of this product is in front of a window or door. FL11608 R2 AE 1S-ES44 SUP ADDENDUM.Ddf
Product to be manufactured, designed, and installed as per Created by Independent Third Party: Yes
drawing specifications 15-056
8aek ±~ex[
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
455,F.S.,please click here.
Product Approval Accepts:
acral: M
securiL"iLriucs-
https:/twww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsQFc5K°/g2fTrZeHcTZLEUE2esj6gWv37NEXOuyvn4e4K8vAg/o3d%3d 2/2
72
0 ENGCO,Inc.
T ENGCO Inc. CA 8118
6.15 Y r°=_ 5595 Orang Drive#201
" Engineering Services Davie-Florida—33314
Tel.:(954)585-0304 Fax:(954)585-0305
Engco@ aol.com
PRODUCT EVALUATION REPORT
RULE 61020-3-EVALUATION REPORT FROM A PROFESSIONAL ENGINEER
Report Number:15-056
1-Date: 2/25/2015
2-Manufacturer: Croci North America
11600 Adelmo Lane-Fort Myers
Florida,33966
3-Product Name: 15-056-ES44 SUP Rolling Door
Large/Level D Impact Rated
4-Evaluation Entity: Florida Professional Engineer
Pedro Paulo M.De Figueiredo-PE 52609
5595 Orange Drive,Suite 201
Davie-Florida-33314
5-Statement of Compliance: This product evaluation report is being issued per Rule 61 G20-
3 of the Florida Department of Business and Professional Regulation.The products covered by this
report have proven to be in compliance with the Florida Building Code 2014,not limited to the following
standards:ASTM E330;ASTM E1886,ASTM E1996,TAS 201,202,203;SSTD12-99,Aluminum
Design Manual 2010 and AF&PA NDS 2012..
6-Product Description: This product is an Aluminum Rolling Door designed,
constructed and erected to easily enclose an area,providing protection from hurricane force winds and
large missile windbome debris within the allowable designed pressures and limitations stated in this
approval.Specification for design,fabrication and installation is found in drawings 15-056.
7-Technical Documentation:
7.1-Approval Document:Drawing number 15-056 prepared by Engco,Inc.on
2124/2015 sheets 1 through 10 of 10,titled"ES 44 SUP"Rolling Door,signed and sealed by Pedro
De Figueiredo, PE.
7.2-Test Reports—Product has been tested at Fenestration Testing Laboratory,Inc.
(FTL)with the following reports 5634&5770
7.3-Calculations:Calculations revision 15-056 prepared,signed and sealed by
Pedro De Figueiredo,are in compliance with the FBC 2014 HVHZ and non HVHZ.
8-Limitation and Conditions of use:
Product to be manufactured,designed and installed as per drawing specifications 15-
056, prepared by Engco,Inc dated on 2/24/2015 and signed and sealed by Pedro De Figueiredo,
PE.
9-Others:
Product to be used as an Operable Impact Protective System.
Category selection as per the Florida Building Code
�f- FIGUF��_-
NSF
a `
a �
ao
S
FI.Prts'Rei¢egaIA! 09
System ID:2504
TABLE OF CONTENTS: DE FF/1
o
DESIGN SCHEDULE �, ° o
o O •• °
o t��•'`�,� /
SHEET I-TABLE OF CONTENTS,GENERAL NOTES,ALLOWABLE PRESSURE TABLE I.DESIGN SCHEDULE COMPONENT SHEET G EN.
SHEET 2-TYPICAL ELEVATIONS AND MOUNT OPTIONS SLAT ALLOWABLE PRESSURE-TABLE 1
SHEET 3-PRODUCT COMPONENTS AND SLAT END RETENTION LAY-OUT TRACK ANCHORAGE 495 N0. 260
SHEET 4-TYPICAL VERTICAL 5ECTI0N5 EE C DD, TABLE AI WALL MOUNT TRACK ANCHORAGE EQUALLY SPACED MULLIONS 6&7
3 0
SHEET 5-TABLE A2 AND A2.1 INSET MOUNT TRACK ANCHORAGE WITH ONE OR TWO TUBES UNEQUALLY SPACED AND END MULLIONS 8&9 0 -` STA F o d
SHEET G-TABLE A3 AND A3.1 BUILT-OUT MOUNT TRACK ANCHORAGE WITH 2X3 AND 3X3 TUBES D'+-
SHEET 7-EQUAL SPACED MULLION SELECTION TABLE NOTES: '%FS'*.i 0 R 1p• ��°°°°_�.
SHEET B-EQUALLY SPACED MULLIONS WALL AND INSET C0NNECTI0N5 I-ALLOWABLE DESIGNED PRESSURE FOR MULTIPLE DOORS ARE FUNCTION °o SIDflAI. E °°p0°� m
SHEET 9-HOOD A55EMBLY OF THE LOWEST ALLOWABLE DE51GNED LOAD FOR THE SLATS.MULLIONS
oOpOpO°oa°aonaao° �a �
AND ANCHORAGE.
2-DESIGNED PRESSURES MUST NOT EXCEED 110 PSF. FEB 25 2015 ❑°0
3-DOOR 51ZE(TT)MUST NOT EXCEED 120'. z 0 p
4-FOR MULTIPLE D00R5 USE TABLE I TO VERIFY MAXIMUM ALLOWABLEO
GENERAL NOTES: (FLORIDA BUILDING CODE 2014- HVHZ) PRESSURE THAN USE TABLE 2 AND 3 TO SELECT INTERMEDIATE AND END i 0 0 o
MULLIONS AND SELECT PROPER MULLION ANCHORAGE
I-DEFINITION:THIS PRODUCT IS A ROLLING TYPE DOOR;DESIGNED,CONSTRUCTED AND ERECTED TO E w N o w
EA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS WITHIN THE
ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. TABLE'I -ALLOWABLE DESIGNED PRESSURE
2-CODE:THI5 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING
CODE 2014 UNDER THE TA5 201,TA5 202,TA5 203,ASTM E330,ASTM IfI88G,ASTM E1990. FW ALLOWABLE WIND PRESSURESGLASS
SITIVE NEGATIVE SEPARATION
3-P05TING:A PERMANENT LABEL SMALL BE PROVIDED AS PER FBC 2014 SECTION 1710.8.R SHALL BMAX..E GS MIN.(IN)
LOCATED ON THE BOTTOM OF THE HOOD FACING THE EXTERIOR OR OUTSIDE AND A MINIMUM OF ONE LABEL
PER OPENING. 124' + 40.0 - 40.0 14'
109' + 50. 0 - 50.091
0
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-1 O AND PROVIDED BY A PROFESSIONAL 94' + 60. 0 - 60.0 ' 0 2
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED PRESSURE MUST NOT 82' + 80. 0 - 80.0 6' tL p a o
EXCEED THE ALLOWABLE PRE55URE5 FOR EACH DOOR COMPONENT TO BE USED.THE DESIGN PRESSURES 64' +110.0 -110.0 5-0 1
ARE PERMITTED TO BE MULTIPLED BYO.G N z N
GLA55 SEPARATION(G5): �-
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 0003-TG OR AS NOTED. o J
PRODUCT 15 QUALIFIED AS'NON POROUS',THEREFOREW 0ME
G-FASTENERS:ASSEMBLY SCREWS AND ANCHORS SMALL BE AS SPECIFIED IN THE CURRENT SET OF GLAZING SEPARATION I NOT REQUIRED WITH EXCEPTION FOR
THE FOLLOWING LOCATIONS:
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. I-HIGH VELOCITY HURRICANE ZONES(HVHZ
MIAMI-DADS 6 BROWARD COUNTIES)
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR,ARCHITECT OR ENGINEER OF RECORD TO 2-WIND ZONE 4 AS DEFINED IN ASTM E 1996 m
VERIFY THE FOLLOWING: 3-E55ENTIAL FACILITIES A5 DEFINED IN ASCE 7 N
7.1-THE 5TA13IUTY OF THE STRUCTURE WHERE THE DOOR 15 TO BE ATTACHED INSURING PROPER
ANCHORAGE. N
7.2-THE 51TE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE �-
REQUIREMENTS.DESIGNED PRE55URE5 ETC.
7.3-THAT THI5 APPROVAL 15_ADEQUATE TO THE SPECIFIC PROJECT. M 00
TRACK REACTION(LB/FT)
8-D15CLAIMER:ENGCO INC.HAS NO CONTROL IN THE MANUFACTURING AND/OR PERFORMANCE OF THI5 V.02
0
PRODUCT.THESE GENERIC PIANS WERE ENGINEERED IN ACCORDANCE WITH ACCEPTED ENGINEERING FINISHED WIDTH (FW) g 0 O
PRACTICES AND TEST DATA PROVIDED BY THE MANUFACTURER. LOAD 64 82 94 109 124 W M
Psf Vx V Vx V Vx VVx V Vx V _ O n O
30 62 74 359 6 540 11443 130 361 149 "� < a l
9-THE ROLL-UP MECHANISM(GEARS,MOTORS,SUPPORTING END PLATES)ARE NOT PART OF THIS 40 149 99 496 129 712 14516 174 397 199 F U w Fl
O
APPROVAL.MANUFACTURER ARE RESPONSIBLE TO SPECIFY THESE COMPONENTS FOR PROPER DOOR 45 187 111 557 145 789 16545 195 a O H 0 N
OPERATION. 50 220 123 614 161 862 186J01'217 o J
55 251 135 667 177 930 20 O 10
10-LIMITATIONS:PRODUCT MUST BE INSTALLED OFFSET FROM GLAZING PRODUCTS AS INDICATED PER TABLE I. 60 280 148 716 193 993 22
65 1306 160 763 209
70 330 172 807 225 P K
80 373 197 887 257 VY (Lb/ft)
90 410 222 CRA2IWGCMXENc
100 442 246
CODE AND STANDARD COMPLIANCE: los 457 259 —Vx <Lb/Ft) NA
110 471 271 NA
FLORIDA BUILDING CODE 2014(HVHZ 4 non HVHZ) DATE:
TA5 201,TA5 202,TA5 203-(LARGE MISSILE) w VY <Lb/ft) 02/24/15
ASTM E330,E 1996,E 1886 (LEVEL D MISSILE) DRAWING A
ASCE 7-I0.5STD 12-99,ADM-10,ND5 2012 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE
FOR MAXIMUM IMPOSED LOADS VY AND Vx 15-05C
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PRODUCT COMPONENTS °°°°°p�` .�E..F� °°° 2
TYPICAL SINGLE UNIT ELEVATION °°°ao°Q���,,•��CdNSF .�,p"USB
CC or DD N0 60 °c��` sem
2.02 ;ate uod
1. 19 o e b 5
`• STA F ;'[V°° d
0
�
1.98 �ts .�OR1�P.
C:5 AA AA
vIO�Q O v or or
A- ES44SUP SLAT r = o$ BB
FEB 2 5 2015 °o$
6063-T5 EXTRUDED ALUMINUM a o u = BB1 BBI z 3 0 0
w i or or z a e
1. 19 = Y GG GG ��w0
u CN,G 5 OU
o ¢ or or G Z M<,
2.00 0� Croci a HH HH 3 w M o w
c� T o
m 1
0
P
O
C3 Al- SLAT NYLON RETAINER
SECURED TO SLAT BY
0.03 (2) #10X1 1/2' PFHSMS
CC or DD
B- TE7X56U END SLAT TRACK TO TRACK (TT) -- ([in
N
6063-T6 EXTRUDED ALUMINUM O 0
1.50 DOOR 'WIDTH (SW) C)
TT + 4-7/8' ¢�u
D- SLAT RETENTION SCREW J w
#lox 1-1/2' 18-8
SS PFH Q ¢
SHEET METAL SCREW W
TYPICAL MULTIPLE UNITS ELEVATION u n
�2.as
61 �0.69 CC or DD CC or DD
o + 0 0o MULLION MULLION a
0
ALO
C- GE62X21SUP GUIDE RAIL N/ FELT ci 0.25 N or or U p Lqu
6063-T5 EXTRUDED ALUMINUM _ aBr oB 5 o o
W
W BBI BBI
= x or or Q Ua
o GG EE EE GGU=o m
N 0 ¢ or or or or Q Q ¢N Z
C3 HH FF FF HH K 0
U
z�Q �a
� Zu_�w
----2.ooh P K
E- INSET SUPPORT ANGLE ager
EXTRUDED ALUMINUMCC or I �—TT
CC or DD�6061-T6 or 6005-TS SQi�TT <<== 119'--j <= 119' NA
MULTIPLE Dare:
SM C=120' SM SH C=120' 02/24/15
DRAWING Y
MULTIPLE DOOR MODULES 15-05G
SHEET
20110
ppp0p0o°u°aeooeoeo
SLAT END RETENTION LAY-OUT °°° M. DE F/ e0000 8
TYPICAL VERTICAL SECTIONS
• Cl.. 260 oo�
REEL
�24'OC--I^24'OC�
4'X7-7/16' I o ._
STRAP CLIP e p �,44it;At 24'OC
°°
t/4' TAPCONS AT 6' l/4' TAPCONS AT 6' 'oCCs v
/ FROM EACH ENDS AND FROM EACH ENDS AND �` s/ANAL °°°°°19 O"�
/ SPACED AT 24'OC SPACED AT 24'OC Poepp0pp0°° m>M
FEB 25 2015 °Q°
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REEL FA apotp
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DARD FIVE STANDARD FIVE n $ �" D O
® OUR SIDED OR FOUR SIDED p a o
CAP AND END CAP ANDzING HOUSING N N
c< A �J5
Z Z ArAl�m D
MN al ._ AoNr
Z4 D V U D m9
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1/8-1X2 6063-T6 SLAT SIZE= TT+ 7/8' � PK
ALUMINUM SILL ANGLE CRkT,N;ePA0RFNC
1/4' SCREWS -'Ajf
SECTION CC SPACED AT 24'OC INTO NA
MASONRY, METAL OR WOOD DATE:
INSET MOUNT 02/24/15
SECTION DD [AWNca
15-056
WALL SECTION sneer
3 of 10
_ °pp0°a°aoau°°°°°°
TYPICAL HORIZONTAL SECTIONS °°° D F/
0
AND ANCHOR SCHEDULE
N0. 60
SEE WALL MOUNT TABLE �(E.D.> EDGE J o W
DISTANCE o.a a
_ V
WALL MOUNT ANCHORAGE SPACING F
FINISHED WIDTH (FW) OPENING--I vo��F' �OR^Op
LOAD 64 8294 109 124 i °000ss/ONA4
Psf A All B I B1 C D A [All B BI C D A J66
B1 C D A Al B BI C D A Al B B1 C D a °°°°°°°,°°°°° QSM
30 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 6 6 6 6 6 5 6 6 6 w a s
40 6 6 6 6 6 6 6 6 5 6 6 6 5 6 5 W61
4 6 6 6 6 6 3 6 6 6 w SECTION AA FEB 2 5°2015 W BWALL SECTION 45 6 6 6 6 6 6 6 6 5 6 6 6 5 6 4 3 6 5 6 z 33 0 0
50 6 6 6 6 6 6 6 6 4 6 6 6 4 643 6 5 6 = a55 6 6 5 6 6 6 6 6 4 6 6 6 4 6 3 WO°w060 6 6 5 6 6 6 6 6 3 6 5 6 4 6 3 ?G0 ��
65 6 6 4 6 6 6 5 6 3 6 5 5 z�<z
� z in u
70 6 6 4 6 6 6 5 6 3 6 4 5
BO 6 6 3 6 6 6 4 6 6 4 ACCESS HOLES 4 W/ PLUGS Al
5
90 6 6 3 6 5 6
100 6 6 3 6 5 6 C
105 6 6 6 5 1 6 0.90
110 5 6 6 5 6 21-6 (TO)TRACK K'I
CFW) FINISHED WIDTH
(Y N
N
ANCHOR SCHEDULE, 66 2
ANCHOR DESCRIPTION MATERIAL EMBEDMENT EDGE DISTANCE
A 1/4'X2-3/4' TAPCONS MIN. 3192 psi CONCRETE 1-3/4' 2-1/2'
AI 5/16'X3' TAPCONS MIN. 2899 psi CONCRETE 2 1/4' 3 1/8' (f) N
B 1/4'X2-3/4' TAPCONS HOLLOW C-90 BLOCK 1 1/4' 2-1/2'
131 5/16'X3' TAPCONS GROUT FILLED C-90 BLOCK 2 1/4' 4' o d-
C 1/4'-14X1' GRADE 5 MIN. 1/4' 6063-T6 ALUM. 1/2' O(T1 O Kd
SELF-DRILLING SCREWS OR A36 3/16'STEEL 3/8' Lu g
D 5/16'X3' TAPCONS WOOD WITH G)=.55 2 1/4' 1-1/4' r
mm
m�+
SEE INSET MOUNT TABLE m
�n N
INSET MOUNT ANCHORAGE SPACING i OPENING
m
6063-T6 ALUMINUM i ______ __ N
TUBE OR ANGLE 1 :. EMBEDMENT
FINISHED WIDTH (FW) 1/4-2X2 � �
LOAD 64 82 94 109 124 E ¢ ¢
Psf A All Bl C $63
Al B1 C D A Al B1 C D A Al B1 C D A Al B1 C D SECTION BB v 0 m
30 6 6 6 6 6 6 6 6 4 6 6 6 6 4 6 6 6 6 5 6 6 6 6 INSET MOUNT C w z o v
40 6 6 6 6 6 6 6 6 3 4 5 5 4 3 5 6 6 5 4 6 6 6 6 a� wgm�
45 6 6 6 6 5 6 6 5 4 4 5 4 3 5 6 6 5 W¢ °C—��a�
50 6 6 6 6 5 6 6433455 4 ^55 5 6 6 6 4 5 5 4 4 4 3 � 0 a:
60 5 6 6 6 4 5 5 4 3 3 WQ `�~ON
65 4 6 6 6 4 4 4 4 A Al v� Q� u<
70 4 6 6 6 4 4 .3 —L :Uz=amu
80 3 66 6 5 4 4 3 ANCHOR TYPE B
90 3 5 6 1 6 1 4 1 LOAD FINISHED WIDTH (FW) i (TT) TRACK 7 K
100 3 5 5 5 4 Psf 64 TO TRACK 2T6 P K
105 3 4 5 1 5 1 4 1 30 6 1/4-14X3/4 SDS
110 3 4 5 5 3 GRADE 5 SPACED
40 3 cerT <nrtx�Nc
45 3 (FW) FINISHED WIDTH AT 6'OC
scA(e:
1/4' NA
DAre:
02/24/15
ORAMNG A
15-056
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SEE BUILT-OUT MOUNT TABLE o°oO�, D f/ N. S
\ E.D.1 EDGE °°
�I DISTANCE � o��,,.���C NSF , �22
SECTION GGNO. 60 Som
i
BUILT-OUT SECTION z ° o E
BUILT-OUT MOUNT ANCHORAGE SPACING
STA
w
FINISHED WIDTH (FW) w E0. E0. o`O'ctcS+'c"�OR,^
LOAD 64 82 94 109 124 8/pNA�
PsF A Al Bll C D AlAl B1 C D A Al B1 C D A Al BI C D A Al B1 C D 0000a°a°pp0 Sams
30 6 6 6 1 6 6 5 6 6 6 6 3 5 6 6 4 46 6 6 5 4 6 6 6 6 FFR 2 5 7015 `0
40 6 6 6 6 6 3 5 5 6 4 4 4 4 3 3 5 6 6 4 4 6 6 6 '5 ° R v
45 6 6 6 6 6 3 5 5 5 4 4 4 3 5 5 5 4 �zo� o
50 6 6 6 6 6 4 5 5 3 3 3 4 5 5 3 MIN. 3' i2o0
55 6 6 6 6 6 4 4 4 3 3 WONwu
60 6 6 6 6 6 4 4 4 3 3 a izumaz
65 5 6 6 6 6 4 4 f uul Aw
70 5 6 6 6 W64
4
80 4 6 3 ANCHOR TYPE B
90 4 6 LOAD FINISHED WIDTH (FW)
100 3 6 Psf 64
105 3 _5- 6 30 6 1/4-14X1' GRADE 5 SDS
110 3 5 40 4 SPACED AT 3' OC
45 3 ACCESS HOLES
50 3 W/ PLUGS Al w
CT Qt� N
0D
ANCHOR SCHEDULE1 p o
ANCHOR DESCRIPTION MATERIAL EMBEDMENT EDGE DISTANCE ¢F
A 1/4'X2-3/4' TAPCONS MIN. 3192 psi CONCRETE 1-3/4' 2-1/2' (f) 0 �
Al 5/16'X3' TAPCONS MIN. 2699 psi CONCRETE 2 1/4' 3 1/8' z
B 1/4'X2-3/4' TAPCONS HOLLOW C-90 BLOCK 1 1/4' 2-1/2'
B1 5/16'X3' TAPCONS GROUT FILLED C-90 BLOCK 2 1/4' 4' On d
C 1/4'-14X1' GRADE 5 MIN. 1/4' 6063-T6 ALUM. 1/2' d W DL g
SELF DRILLING SCREWS OR A36 3/16'STEEL 3/8'
D 5/16'X3' TAPCONS WOOD WITH G>=.55 2 1/4' 1-1/4'
mm
n'n
m
N
SEE ALTERNATE m
SECTION BB1 E INSET MOUNT TABLE y civ
ALTERNATE V 0
ALTERNATE INSET MOUNT ANCHORAGE SPACING INSET MOUNT ¢p
N
_-U2
ANCHORS A, Al, B1, C, D ANCHOR B Al—\
wg"1�
LOAD FINISHED WIDTH (FW) LOAD FINISHED WIDTH (FW) C I a_g 0 10 u
Psf 64 82 94 109 124 Psf 64 82 94 109 124 ¢ N 30 6 6 6 6 6 30 6 6 6 6 6 Oo �U=oD 0
40 6 6 6 6 6 40 6 6 4 5 6 ca01-a jz
45 6 6 6 6 45 6 5 4 5 wp
50 6 6 6 6 50 6 5 3 4 A �Uzudw
55 6 6 6 55 6 4 3
60 6 6 6 60 6 4 3
65 6 6 65 6 4 1/4-14X3/4' GRISA
P K
70 6 6 70 6 3 OR 1/4-20X2' PH
80 6 6 80 6 3 SPACED90 6 90 5 y �,
100 6 100 5 W a NA
105 105 4 DATE.
110 6 110 4 02/24/15
DRAWING#
15.056
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0.
EQUALLY SPACED MULLIONS SELECTION °°°���,, �' EpsF /J�% 892
MULLION MULLION o. 260
s
YC5 ?7'S e 20d
o� ST
o OR U '
TABLE 2-EQUAL SPACED MULLION DESIGNED PRESSURES(PSF) �''ocss/ L'"� a°a m
"
MULLION TYPE & MAX, HEIGHT
FEB 2 5°20155
W F P
DOOR 1/4-4x61/4-4x4 1/4-3x3
xMULLION MAX. U a
Z MODULE 144 120 108 120 108 96 108 96 84 HEIGHT u ¢°
124 40 40 40 38 40 40 20 29 40 1.u,o
109 50 50 50 43 50 50 23 33 50 MAXIMUM z N<z
94 60 60 60 50 60 60 27 39 58 _,--MAXIMUM
w o w
82 79 80 80 57 79 80 31 44 66
64 1101 110 110 74 ,101 110 - 40 57 85
NOTE- TABLE 2 IS APPLICABLE ONLY FOR EQUAL DOOR MODULES
EQUAL EQUAL EQUAL
(�N
SECTION FF O
EQUALLY SPACED MULLIONS In ¢o
WALL MOUNT TRACK N Z
USE TABLE 2 TO SELECT u J w
INTERMEDIATE MULLION o V
(AND USE SHEET 7 FOR °w OO g
ANCHORAGE OPTIONS.
J
1/4'-14X1' SDS
mm
GRADE 5 SPACED AT G'OC m
MULLIONS SECTIONS m
1/4-4X6 N
6063-T6 v
—TT TT I 4-
DOOR MODULE DOOR MODULE-' 1/4-4X4 U I`ip N
6063-T6 -
1/4-3X3 I� �1 W g o 0
SECTION FF 6063-T6 I 4 w
EQUALLY SPACED MULLIONS USE TABLE 2 TO SELECT I g—Q W N Va
INSET MOUNT TRACK INTERMEDIATE MULLION ^3' -1 50 NF !
AND USE SHEET 7 FOR Q O F a
/-ANCHORAGE OPTIONS. 0'N-�
C)..
Ouw�
1/4' _f-w
1/4' 1/4' :iU Z
v `0
`� PK
�� II
II J J
J
J
'CRAFTInGRM:(t PC
5C :
NA
I4' XI SDS DATE'
GRADE 5 SPACED AT 6'OC 02J24115
DRAWING 0
DOOR MODULE---�-DOOR MODULE I 15-056
5NEEi
6 of 10
100
E.
°0°°o°avvoovvvvvv
��j ... .. o
EQUALLY SPACED MULLIONS WALL AND FLOOR CONNECTIONS 4X4 MULLION ° �,,,�.
WITH 4 ANCHORS O o
3X3 MULLION 4X4 MULLION 1/ PER CLIP) ? N0. 2Wg u��
WITH 4 ANCHORS WITH 4 ANCHORS 3X3 MULLION 1/4-14X 1 SDS
WITH 2 ANCHORS GRADE 5
4 ANCHORS TYPE 4 ANCHORS TYPE `; ? ST Q [moo°o
A, Al, 131, C, D, E Al, B1, C, D, E =O'-.-,p� ••��4°°
1/4-2X2 ALUM.
ANGLE 6063-T6
I Z Q
X,
X J :. Tr 7 N Q N V a
join, PZI (111r, III "Z� Tr 7 ® FEB 25 7015 ���°
�¢Ift ti< I Z_ ORO
mIslip
f o i o "" 1/4-2X2 ALUM. a 0 o e
ro ^ ^�'0 ANGLE 6063-TG W V N O
® ® ANCHORSE E (4) TYPE E ANCHORS ?w vC o z
<3 PER CLIP)
I-.-2• I--2' <3 PER
RADEDtL�� S (4 PER CLIP) 4X6 MULLION
TYPICAL (4 PER CLIP) TYPICAL (4 PER CLIP)
1/4-14X1 GRADE 5 I/4-14X1 GRADE 5 I/4-14X1 SDS WITH 4 ANCHORS
SELF-DRILLING SCREWS SELF-DRILLING SCREWS GRADE 5
w
4X6 MULLION iv o z 0L
��v O
WITH 6 ANCHORS 6X6 MULLION z¢a
WITH 4 ANCHORS P a" 0- In Q o
6 ANCHORS TYPE 4 ANCHORS TYPE E _
3 3/4' 3 3/4' A1, Bl, C, D, E (n Z
— u� Z sF
<4) TYPE E ANCHORS UJ—0 8 O g g
�I Ile, 0111
< ... m�
.o o b
o f o
® alf all ®
Y N
TYPE B,Al,C I-2' 3x3—'j Nib TYPE E ANCHOR u
ANCHOR TYPICAL (4 PER CLIP) 4x4
1/4-14X1 GRADE 5 4x6 NOTE: ANGLE CLIP UwtoQ
TYPICAL (4 PER CLIP) SELF-DRILLING SCREWS CAN BE PLACED Z o()
1/4-14X1 GRADE 5 INSIDE TUBE uJ:Sm0
SELF-DRILLING SCREWS w O
3x3, 4X4, 4X6 U¢J m P
ALUM. MULLION U i ESP
N?
o ..�
ANCHORAGE DESIGN FOR MAXIMUM LOADS FROM TABLE 2 0 a
3x3 TYPICAL 1/4-14X1 GRADE 5 �i U z_ w
4x4 SELF-DRILLING SCREWS
4x6 PK
ANCHOR SCHEDULE
ANCHOR DESCRIPTION MATERIAL EMBEDMENT EDGE DISTANCE 1/4-2X ALUM. DRAMNG WDRE�
A 1/4'X2-3/4' TAPCONS MIN. 3192 psi CONCRETE 1-3/4' 2-1/2' ANGLE 6063-T6
Al 5/16'X3' TAPCONS MIN. 2899 psi CONCRETE 2 1/4' 3 1/8' 5Cu:
B 1/4'X2-3/4' TAPCONS HOLLOW C-90 BLOCK 1 1/4' 2-1/2' NA
BI 5/16'X3' TAPCONS GROUT FILLED C-90 BLOCK 2 1/4' 4'
DATE:
C 1/4'-14X1' GRADE 5 MIN. 1/4' 6063-T6 ALUM. 1/2' 02/24/15
SELF DRILLING SCREWS OR A36 3/16'STEEL 3/8TYPE E ANCHOR DRAIMNGM
D 5/16'X3' TAPCONS WOOD WITH G)=.55 2 1/4' 1-1/4' IS-056
E 3/8'X4' WEDGE BOLTS MIN. 3000 psi CONCRETE 3 1/2' 4 1/2'
SNEEf
7 of 10
UNEQUALLY SPACED MULLIONS SELECTION oo°0�0 :� ENsl.,
No. 260 0
TABLE 3 - MAXIMUM MULLION HEIGHT `'
FOR UNEQUAL SPACED MULLI❑NS AND END MULLIONS oho=:: S °' `�`�o
I/4-4X6 1/4-4X6 1/4-4X6 `o'��`"-40R1�,.••
END INTERMEDIATE END S 0°°u o m
Pd SM1 SM2 MH °° S�•.••••
(Psf) SM1 (In) (In) MULLION MULLION MULLION CONAL 00 m I1>m
40 124 0-<64 132 END MULL °0000pppp0
Sa , E
64 132 FEB 2 5 2015ny
82 132 INT.MULL U a
94 120
109 120 a00
50 109 0-<64 114 END MULL C)m>0
64 102 OzN<z
82 81 INT.MULL ti W W in C]w
94 96 1 EjH
60 94 0-<64 72 END MULL W
64 96 INT.MULL
82 120 z
0
80 82 0-<64 BO END MULL .J
64 102 INT.MULL
110 64 0 114 END MULL f -------------
NOTES•
N
1- TABLE IS APPLICABLE ONLY FOR UNEQUAL DOOR MODULES AND END MULLION. Q 2
2- USE 1/4-4X6 MULLION AS PER SECTIONS EE, HH D_ 0 4 0
3- PD= MAXIMUM DESIGNED PRESSURE IN PSF
4- THE MAXIMUM END MULLION SIZES (SM2=0) ARE FOUND WHEN SM2=0 I---SM1 -SM2 Z 1.
5- SPECIFIC CONDITIONS NOT INCLUDED HERE IN ARE TO BE ADDRESSED WITH J w G
SITE SPECIFIFC PROVIDED BY A PROFESSIONAL ENGINEER. SMI;�SM2 O O
dw cz 52
�n
th N
m,p
�n
N
USE TABLE 3 TO SELECT USE TABLE 3 TO SELECT
END MULLION HEIGHT (MH) INTERMEDIATE MULLION HEIGHT (MH) N
AND USE SHEET 8 FOR ANCHORAGE OPTIONS. AND USE SHEET 8 FOR ANCHORAGE OPTIONS.
r °
O W U
�f-
6.00 6.00 C)
N U N N
0zou
SECTION HH SECTION EE w 3 M 16
END MULLION INTERMEDIATE MULLION w_a0 16
WITH UNEQUAL SPACED MULLION
13 1
F() W��O
x
4 -¢N
0 0
OO Of°O
v v zd Quwg
20 Z_H W
PK
CR/WfIN i 6MJ'r�IDC
U-1i ---0M71[mFT=lyj
SCgfE:
NA
DATr:
02/24/15
1/4-14X1' GRADE 5 SDS 1/4-14X1' GRADE 5 SDS DRAWING•
SPACED AT 3' OC SPACED AT 3' OC 15-05G
sneer
8 of 10
000I.,
UNEQUAL SPACED MULLIONS AND END MULLIONS °°°°°° E F/
WALL AND FLOOR CONNECTIONS WALL MOUNT END MULLION QO .�''Epsom �'�eo
o t�. ti
i
a No. 2600 =o e ��
I" 6'
WALL MOUNT INTERMEDIATE MULLION
-o` STAall
o
B' N J o S••O °0°°u O
mai
INTERMEDIATE ® "
FEB 2 5 2015 0 w 'O
X w MULLION f a
1/4-4X6 c L)_j �ZzpO
�z� _
aM y END 00
.D
MULLION00
:D 1/4-4X6 z Z.o w
® TYPICAL (14 PER CLIP)
1/4-14X1 GRADE 5
SELF-DRILLING SCREWS
TYPICAL (10 PER CLIP) (4 PER END) 3/8X4' INTERMEDIATE OR I/4-6X4 6063-T6
1/4-14X1 GRADE 5 WEDGE BOLTS W/ 3 1/2' END MULLION
END MULLION
SELF-DRILLING SCREWS 2. 6' MIN. EMBEDMENT INTO 1/4-4X6 <6 PER END) 3/8X4' WEDGE
3000 PSI CONCRETE BOLTS W/ 3 1/2' MIN. EMBEDMENT
INTO 3000 PSI CONCRETE d/N
4X6 6063-T6 o g
INTERMEDIATE MULLION •� j p
FLOOR MOUNT F N Z N
o�YJ�a
FLOOR MOUNT INTERMEDIATE&END MULLION U) 5
0)n
mm
4.00
4.00
(2 PER CLIP) 3/8X4' WEDGE (2 PER CLIP) 3/8X4' WEDGE M rc5
BOLTS W/ 3' MIN. EMBEDMENT BOLTS W/ 3' MIN. EMBEDMENT N
INTO 3000 PSI CONCRETE INTO 3000 PSI CONCRETE
® <10 PER CLIP) ® (10 PER CLIP) y N
#12-14X1 #12-14X1 .,g
GRADE 5 SDS GRADE 5 SDS O
QOQ
N
UW��
NOTE, ANGLE NOTE- ANGLE w S m
TO BE PLACED TO BE PLACED _g O'6'd U
INSIDE TUE INSIDE TUBE
O VU=92 a0
0 N
<�0 V)W�
2Uz-rW
PK
f---�r--T>- Zf--lr----'l�f---�r--U- DwalJG 6 MIRE MC
® II II O �� 4 iii U LI-`_JI--lL `\\ _-JL_JyIL__JL-- SCAM
NA
`-1/4-2X4 6063-T61/4-2X4 6063-76 DAM
ALUMINUM CLIP ALUMINUM CLIP 02/24/15
DRAw1NG d
15-05G
SHMT
9 of 10
°p90vp00°°vvvvvoovv° °
HOOD ASSEMBLY `°�°?� `BE"SF' %o S
HOUSING `��°4' No 5260 =o` ao§
ALUMINUM HOOD <2) #8X1/2' SMS ?
T 'moo v�9
(2) #8X1/2' SMS °�O'C�•`,�0 .••"f\a���c
°°ss��NA...•� °°°°°°ate N m
°vovvvvoov°v°°° S a m E
Z/ FEB 25 2015 0<0
ii
GALVANIZED OR
ALUMINUM REEL a O o O`d
O
TUU' aNi>UV•
3wu�iow
<2) #8X1/2' SMS
PIVOT DJJ END CAP
NOTES THE ROLL-UP MECHANISM (GEARS, NECK �
MOTORS, SUPPORTING END PLATES) ARE NOT N
PART OF THIS APPROVAL.MANUFACTURER IS SLATS O
RESPONSIBLE TO SPECIFY THESE COMPONENTS
FOR PROPER DOOR OPERATION. Q<❑
L0 Z��
m m o�0�¢
Flu
cu n
mm
M N
m rj
N
® MOTOR ASSEMBLY
m m m N
0
Q' ¢
m m m ow'o�
12', 10', 9', W Z O 8
B', 7', 6', 5-1/2' 0
NOMINAL HOOD SIZES W
g�
d_
mo,U
O Q-N@
U w,.o
THICKNESS 2 0°�"-
Q o Z
.04 iuW0F-0VJ
•.�.: zd�ONw<
20z=mow
. a
GEAR ASSEMBLY ALTERNATE o 0 P K
ROUND & SQUARE I I
HOUSING a^Z uurtrtrGenr�
•f SCALL:
m z NA
DATE:
THICKNESS % 02/24/15
.04 J DP.A ANG 9
15-056
5MEET
10 Of 10
t