HomeMy WebLinkAboutProduct Approval 398 East Dania Beach Blvd.
//A\,)\ BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.8478 PH
954.744.4738 FX
contact@buildingdr6ps.com
RECEIVED
Product Evaluation Report
Of AUG 2 8 2018
ST. Lucie County, Permitting
American Shutter Systems Association (ASSA)
55 MMER Roll Shutter— HVHZ
for
Florida Product Approrr-
L E C1
FL# FL22558
Report No. 5235
6t1 Edition Florida Building Code
Method: 1— D (Engineering Evaluation)
Category: Impact Protective Systems
Sub—Category: Operable
Product: 55 MMER Roll Shutter
Material: 6063-T6 Aluminum
Product Dimensions:See Installation Instructions, EM5003
Prepared For:
America n'Shutter Systems Association
4268 Westroads Drive
West Palm Beach, FL 33407
S F.
Prepared By:
Z . . O
Hermes F. Norero, P.E. 7 1_
Florida Professional Engineer#73778
Date:10/20/2017 = T T
C),�'• C OP•�•_�
Contents: '�� F••••'••.....••'' G� ��
Evaluation Report Pages 1—3 �'�is`S/ONA1-
Digitally signed by Hermes F.Norero,P.E. Hermes�OMM 0 P.E.
Reason:I am approving this document Florida No.73778
Date:2017.10.2018:28:31-04'00'
i
BUILDING DROPS FL#: FL2255R
A Perfect Solution in Every Drop Date: 10/20/2017
Certificate of Authorization:29578
Report No: 5235
Manufacturer: American Shutter Systems Association
Product Category: Impact Protective Systems
Product Sub-Category: Operable
Compliance Method: State Product Approval Method(1)(d)
Product Name: 55 MMER Roll Shutter
Scope: This is-a- Product'Evaluation Report issued by Hermes F.Norero, P.E. (FL#73778)for American
Shutter Systems Association based on Method 1d of the Florida Product Approval System, Florida
Department of Business and Professional Regulation-Florida Building Commission.
Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of
the product named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions EMS003,signed and sealed by Hermes F.Norero (FL#73778),for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and meets all requirements for impact
resistant coverings when installed in compliance with requirements of EMS003.
4. Site conditions that deviate from the details of EMS003 require further engineering analysis
by a licensed engineer or registered architect.
S. See Installation Instructions EMS003 for size and design pressure limitations.
Hermes F.Norero,P.E.
Florida No.73778
Page 2 of 3
BUILDING DROPS FL#: FL22558
A Perfect Solution in Every Drop Date: 1 017
Certificate of Authorization:29578 Report NoDate: :: 552235
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under an approved quality assurance
program audited through National Accreditation and Management Institute (FBC
Organization#:QUA1789).
Performance Standards: The product described herein has been tested per:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• ASTM E330-02
• ASTM E1886-02
• ASTM E1996-05
Referenced Data:
1. Product Testing performed by Blackwater Testing Inc
(FBC Organization#TST10394)
Report#: Report Date:
BT-EMS-17-001 05/23/2017
Signed and sealed by Constantin Bortes,P.E. FL#77915
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
Installation:
Refer to Installation Instructions(EMS003)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Refer to Installation Instructions(EM5003)for design pressures based on size and configuration.
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 3
AMERICAN SHUTTER SYSTEMS ASSOCIATION
BUILDING DROPS,INC.
55 IV MER ROLL SHUTTER
IMPA C T RATED (HVHZ)
M;c!
ESSENTIAL FACILITIES APPROVED N--
GENERAL NOTES; 0
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND -C
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE(TBC),INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING: 4
• TAS 201-94 INSTALLATION NOTES:
• TAS 202-94
• TAS 202-94 1' ONE(1)INSTALLATION ANCHOR 15 REQUIREDAT EACH
• ASTM E330.02 ANCHOR LOCATION SHOWN,UNLESS OTHERWISE STATED. an
• ASTM E1886D2 'm
• ASTM E1996-05 2. THE NUMBER OF r4ST,AtLATION ANCHORS DEPICTED IS THE to
MINIMUM NU MEER OF ANCHORS TO 8E USED FOR TABLE OF CONTENTS
1 ADEQUACY OF Tiff EXISTING STRUCTURAL PRODUCT IN5rALLAT;ON,
CONCRETE/MASONRYAND 2X STUD FRAMING AS A MAIN SHEET SHEET DESCRIPTION
WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A I
AND TRANSFERRING APPLIED PRODUCT LOADS TO THE TOLERANCE OF 31/2 INCH OF THE DEPICTED LOCATION IN I GENERAL&INSTALLATION NOTES REMARKS BY DATE
FOUNDATION IS THE RE5PONSIBIUTY OF THE ENGINEER OR THE ANCHOR LAYOUT DETAIL(LE.,WITHOUT 2 ELEVATION&DESIGN PRESSURE TABLE MULLION UPDATES SM 10,20 17
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. CONSIDERATION 0;TOLERANCES).TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE 3 TYPICAL SINGLE UNIT ELEVATION&MOUNTING DETAILS
3,2X allCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED NEXT,
TO PROPERLY TAA!4srER ALL LOADS TO THE STRUCTURE. 4 VERTICAL SECTIONS
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 4. REFER TO ANCHOR SCHEDULE CHART ON SHE-ITS 5,6.7,9&
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT 11 FOR ANCHOR TYPE,SUBSTRATE TYPE,EDGE DISTANCE S WAU.MOUNT HORIZONTAL SEC"TIONS ANCHORSCHEDULE
OF INSTALLATION. AND MINIMUM EMBEDMENT. 6 BUILD OUT HORIZONTAL SECTIONS&ANCHOR SCHEDULE
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE 7 ANCHOR SCHEDULE CONTINUED
"M
_2
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC WALL FINISHES,INCLUDING BUT NOT UMI I ED TO STUCCO, 8 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE '01.
SITE,IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FOAM,BRICK VENEER.AND SIDING. % .......
FROM THE REQUIREMENTS DETAILED HEREIN,A LICE14SED 9 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE
ENGINEER OR ARCHITECT SHALL PREPARE 517E SPECIFIC 6. ASSEMBLY FASTENERS SHALL BE COATED WITH AN HV .0
DOCUMENTS FOR USE WITH THIS DOCUMENt COATING SYSTEM AS MANUFACTURED BY AN APPROVED 10 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SOJECULF
COATING APPLICATOR REGISTERED WITH THE AMERICAN 7
11 INSET MOUNT HORIZONTAL SECTIONS&ANCHOR SCHEDULE
S.INSTALLATION OF ROLL DOWN MAY EITHER BE INSIDE OR SHUTTER SYSTEMS ASSOCIATION.
OUTSIDE OF THE TIE BEAM, 7. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK 12 EQUALLY SPACED MULLIONS SELECTION W s OF
6.ALL EXI RUSION MATERIAL;6063-T6 ALUMINUM ALLOY, OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13 EQUALLY SPACED MULLIONS CONNECTION
UNLESS OTHERWISE NOTED.
8, INSTALLATION ANCHORS SHALL BE INSTALLED IN 14 END MULLION SELECTION
7.DESIGN AND OPERATION OF ROLL UP MECHANISM IS NOT ACCORDANCE WITH ANCHOR MANUFACI URER'SIs CORNER MULLION SELECTION
PART OF THIS APPROVAL,MANUFACTURER SPECIFICATIONS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT it,
SHOULD BE FOLLOWED.CARE SHOULD BE TAKEN WHEN BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE 16 END AND CORNER MULLION CONNECTIONS
SHUTTER IS IN MOTION ENSURING THAT PERSONAL INJURY MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
OR DAMAGE
TO THIS PRODUCT DOES NOT OCCUR. MANUFACTURER, 17 SLAT END RETENTION AND HOOD VENT ASSEMBLY FL22558
B.FOR DESIGN PRESSURES SEC SHEET 2.SEE SHEET 12 FOR 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN is VIEWPORT AND VENT DETAILS
DESIGN PRESSURES WED ON MULLIONS. ARE BASED ON SUBSTRATE MATERIALS WITH THE 19 COMPONENTS&BILL OF MATERIALS DATE: 06.06.17
LAFOLLOW Ip NG PROPERTIES: DWG.BY: CHK.BY:
9;HOOD ASSEMBLY IS IMPACT RATED AND CAN BE PLACED 9.A, WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55,
INSIDE FRAME OPENING AS AN EXPOSED FEATURE. 9.3. CONCRCTE-MINIMUM COMPRESSIVE STRENGTH OF sm HFLA
3000 PSI.SEE ANCHOR SCHEDULES,SHEETS 5,6.8,13 SCALE: NTS
10.OPTIONAL BOTTOM LOCK IS NOT REQUIRED FOR AND 16 FOR ADDITIONAL REQUIREMENTS,
STRUCTURAL OR FORCED ENTRY RESISTANCE PERFORMANCE. B.C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90, DWG W EMS003
FOR USE ON MAXIMUM 20'WIDE UNIT, MIN 2000 PSI, OF 17
II.VENTED OR UNVEfITED SLATS QUAUFIED, 9M. STEEL.MINIMUM'A36,Yjf�THICKNESS Ch3ilaffy slomed by HonWS F.Hamm,P.E.
9.E. ALUMINUM-MINIMUM 6063-T6 Y4-THICKNESS. Romm:I am appmving INS dotUment
12AHLIVER MANUFACTURER IABEL SHALL BE LOCATED IN A Data:2016,06,19 23.14135-04'00'
READILY VISIBLE LOCATION,PER FBC CHAPTER 17.
PREPARED BY,.
TABLE I•MAXALLOWABLE DESIGN PRESSURE DESIGN PRESSURE RATINGSQ
WJ END RETENTION
BUILDING DROPS,INC.
TT MAX POSITIVE NEGATIVE 99ss P.Nuos.n eivu.sn ass
286.5 40 40 wYcsaw�.nnw.
264 4545 saal9ssts+a+9aB
240, s0 50 esp:.w.o-xs,.pc,ppuun
HOOD
216 55 55
201 75 75 • 'e o °
168 100 100 Qa ��
¢m^
144 125 125 �. N ���e
132 135 13S su U]
. 120. 150 150` _ TRACKS' �:�_.
\ 108 160 160 OPTIONALVIEWPORTS, H Z`
HE
SEE SHEET SB FOR
0•Lf
• 46 175 175' 21• AY S!tDEE S '' w.m• l
ILS
84185 - 185 OVERALL
HOWC z~
n 2oD 210 W z
NOTES. r .� ti•
1.,DESIGNPRESSURES MUST NOT EXCEED 200PSTFOR END RETENTION SYSTEM. ev',
2.SHUTTER SIZE(TT)MUST NOT EXCEED 286.S". J.
MULTIP,LESHUTTERNOTES:
1.USETABLEI TO VERIFY MAXIMUM
REMARKS BY-DATE
ALLOWABLE PRESSURE. , ;
2.USETABLE 2,3&4 TO SELECT INTERMEDIATE MULLION UPDATES 5M 10.2217
-TRACK TFtSLK Y.9DiN PT
AND END MULLIONS. nrAx.RHL9&FO NWTM tnvl
3,SELECT PROPER MULLION ANCHORAGE.
n'<NppµyNyfpl Nr+pOKlp IN NNW!W fNl'.
TABLE 2:GLASS SEPARATION(GS)'INCHES wMwrwnnenee.n orNu.rnNuooprspa„
arlwoNt<nunps;w w�rtpc:wai"u.
LOAD' TRACK TO TRACK IIN) K.it y<mspp .r i"r1' o�M.Mmlp.sp
(PSF) 72 84 96 108 120 132- '144 168 204. 216 240 264 286.5 I TRAC WDT M.-�I ���� ^ij�.
40 5:13 6:31, 691 6.31 6.31. 6.31 6.31 6.31 6.31 8.13' 8,13 9.50 12.25 I � ....
. 0 .�i�
45 5.13- 6:31 •6.31 6.31 .6.31 6.31 6.31' 6.31 6.50 8.13- 8.50 10.50 INTERIOR :� ,:�0•E•'S
50 5.13' 6.31 6,31 _6.31. 6.31.. 6:31 6.31. 6:31 7.00 8.13 9.25
55 5.13 ,6.31 6.31. 6,31 6.31 6.31 6.31 6.31 7,75 8.50
SECTION DETAILS ON :'7a
75 5.13• 6;31 6.31 631 6.31 6.31 6.31 .6:31. 10.25 - EXTERIOR S A OF
100- 5.13 6.31 6.31 6.31' 6.31 6.75 7.50 9.00 FOLLOWING SHEETS SHOW O
125 5.75- 6.31 6.50 7.06 7.50 8.25 9.06 _ _ SMALL.GUIDE RAIL GlROERLARGE AILDISALSO E RAIL MALL ��F _,NO IDP;•'�w`�.
135 6.OD 6.50 7.00 1 7.50 1 8.25 8.75 WITH END RETENTION QUALIFIED
LINT NFOR
Dor NYION. �eT .1. ' Gi
150 6.75 7.25 7.75 8.25, 9.00 u7. .ep114 B
ifvl L[9r,(a 4 NG 10Y NQ.YISrp
160 7.00, 7.50 8.25 ��5 - Q
175 7.75 8:25 8.75 - rAicKvnon+RY+ - F L2 2 5 5 8
18S S.00; 8,50
200 8:75 - - - I 3-2W �. DETAILS SHOWN HERE AND DATE:
INTERIOR 06.06.17
NOTES:. SECTION DETAILS'ON
FOLLOWING SHEETS SHOW DWG:BY; CHK.BV:
1. MINIMUM GLASS SEPARATION BASED ONMAXIMUM DEFLECTION 1"., s: OPEN GUIDE RAILS, SM HFN
2. ANALYSIS IS LIMITED BY DEFLECTION UNDER STRUCTURAL LOADS AS WELL AS DEFLECTION DUE TO MISSILE ENCLOSED GUIDE RAILS
LEVEL E LARGE MISSILE IMPACTS, SCALE: NTS
3. APPROPRIATE INSTALLATION METHOD SHALL BE USED TO ACHIEVE THE REQUIRED SEPARATION IN THE EXTERIOR ARE QUALIFIED FOR ANY
ABOVE TABLE LlEAPPROVED CONDITIONS. DWG-.n: EMS003.
LARGE GUIDE RAIL SEE B.O.M.,SHEET 19 FOR SHEET: OF 19
WITH END RETENTION DETAILS;
2
PREPARED BY:
TYPICAL SINGLE UNIT ELEVATION BUILDOUT BUILDOUT
MOUNT MOUNT
BUILDING DROPS,INC.
Coo"
; uO � xx[os•ne otecn p,w,sle_fsa
` naum
WAIL MOUNT —Dcsor WALL MOUNT P+,X95+IIX yy�
OO u(94.Hu aP}a
g
TrucKs 41
I—TRACKTOTRACKI1TI
-- SHLTITER ILMER0NDITI ISl'4RACK TOIRACK TTI H mu
O'EYINu
TT
DpE"'* OVERLL
ALL 'iW x: SHURt'ADTH LS'M 7 ..
A
NETGIT _TT
W
INSET MOUNT , r INSETMOUNT WALLMOUNT
INSETMOUNT W
II
��--7RACK70 TRAGI 7T1—_]
h
+ + SHUTTER.. ISHT
WALL INSET + I` n,TM,x� RACK iO TRACK ITT,
MDUNT MOUNT I SHUfiER Y.10TN;5n)
ItAX TRACK IO TRACK MOM,"<.]FA.S) IT.YVM F
MAN.RIASHEDIYIDTH(FIN) COMBINATION MOUNTED:
WALL,INSET,AND BUILDOUT REMARKS DY DATE
REVERSED INSTALLATION MOUNTS CAN BE INSTALLED BY MIXING
IS ACCEPTABLE ANY POSSIBLE COMBINATIONS MULLION UPDATES SM fo7D TT
TYPICAL MULTIPLE UNITS ELEVATION
n msn� ii�ri i»c•i w�a
�Y.000 • e •,�4 nrRxn ro[Mf..�.uC•rn4 C•o,HP
�, 17"IL1 r.o,.rx,nnro.w
INSET 4X4%1/4 '""T ��` .• •• ���
BUILDOUT DUILD-0UT ��� '••\•E•• ��i
OR WALL 4X6%1/4 OR WALL �• tS••
MDUMS 4%8X1/4
MULLION BAR SEE MOUNTS
TRACKS SHEETS 12&13
FOR DESIGN 3 A OF
of e��'
RLRMIT
r,n••r+,r.t•fill
r•
FL22558
� 1
DATE: 06.06.17
SHUTTER YADTH MY, SHUTTERI'ADTH IS\14 DWG.BV; CHK.BY:
SHUTTER MDDULE SHUTTER[IOCULF E: JIa SCALE: NTS
LIAXRUCKI0TR4CK1ti00HTTe.zsasi �I L-AX,TRACKTOTRACKs4DTH(tTe=788.51 I DWG.X: EMS003
' ANLTIPLF SHUTTER M1'DDUL(:5
SHEET: OF 19
3
PREPARED BY:
TYPICAL VERTICAL SECTIONS n
f,,
_ SEE ANCHOR CHART FOR SEE ANCHOR CHART FOR
BUILDING DROPS,INC.
MINIMUM EMBEDMENT MINIMUM EMBEDMENT laar o.WA U-1 DIV D..ilr.III
EXTERIOR FINISH EXTERIOR FINISH I o oN4 aeCR ruww
N,I�Itaaa.Ta
BY OTHEftS d BY OTHERS d
CONCRETE/MASONRY BY CONCRETE/MASONRY BY OTHERS
Ad
OTHERS
60MM,70MM,OR E14MM DIAMETER
-- oaa
REEL TUBE PER MANUFACTURER
SPECIFICATION 5'
ir, p G1 $
SEE ANCHOR CHARTo1z "'i_ ° _i ° FOR MINIMUM
L4
a INTERIOR n O.C.SPACING a 2 C E•..I
INTERIOR U
EXTERIOR. G SEE ANCHOR SEE ANCHOR CHART EXTERIOR e y
FOR MINIMUM
CHART FOR TYPE SEE ANCHOR CHART
° AND SPACING O.C.SPACING ° FOR TYPE AND SPACING t
N14 X 3/4"SDS REMARKS BY DATE
SEE ANCHOR CHART,SHEET 5 TYPICAL ( SEE ANCHOR CHART,SHEET 5 MULLION UPDATES SM in 20.17
FOR MINIMUM FOR MINIMUM
EDGE DISTANCE EDGE DISTANCE
g VERTICAL SECTIONrD_-� VERTICAL SECTION
co"v"r ,�mo.s,wr
4 MASONRY/CONCRETESUBSTRATE-WALL MOUNT (� MASONRY/CONCRETE SUBSTRATE-BUILDOUT ITIr,m mcg i,,•fY-.u .7tN wmu.•D
SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES y' %% •%
i
SEE ANCHOR CHART,SHEET 5CONCRETE/MASONRY BY OTHERS .... O
FOR MINIMUM ` �\•E ••• ,P i
EDGE DISTANCE
EXTERIOR" ° c EXTERIOR' c Q I ±* N 7
INTERIOR / INTERIOR SEE ANCHOR CHART,SHEET 5 � '0 g A L �•
\. FOR MINIMUM OF
1 EDGE DISTANCE i�.p •7[/�
e SEE ANCHOR CHART •0 IDP`•••(V`��
SEE ANCHOR
a FOR TYPE AND SPACING
CHART FOR TYPE /i� • ��S
ALTERNATE CONCRETE/MASONRY ALTERNATE AND SPACING
1"X2"%�"ANGLE d BY OTHERS 1/8"THK,ANGLE a r I,U1�
SEE ANCHOR CHART FOR MAX.18"O.C. SEE ANCHOR CHART FOR F L2 2 5 5 8
EXTERIOR FINISH—""""
INISH MINIMUM EMBEDMENT EXTERIOR FINISH-,""""'
INISH MINIMUM EMBEDMENT
BY OTHERS BY OTHERS
DATE: 06.06.17
q VERTICAL SECTION � VERTICAL SECTION OWm CHK.
4 MASONRY/CONCRETE SUBSTRATE-WALL MOUNT MASONRY/CONCRETE SUBSTRATE-BUILDOUT
SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES (� SEE CHARTS ON SHEETS 5,6&7 FOR OTHER SUBSTRATES SCALE: NTS
DWG_n: EMS003
NOTES: SHEET: OF 19
1., SLATS NOT SHOWN FOR CLARITY
2, REVERSED INSTALLATION IS ACCEPTABLE 4
TA BIC 3-ANCHOR SPACING ANCHOR TYPE&SPACING ANCHOR TYPE B SPACING PREPARED BY
WAtl NIQUNrI 744.'1X4.1[3OR4X490 WLP112
TT PD I Y. I VY Vs I A A B C D E F A B C D E-IF '
as 00 10.9 0.0 393 5 5 5 5 5 S s 5 5 5 5 5 TYPICAL HORIZONTAL SECTIONS
4s f
Do 121 0a U7 s s s 5 s s s s 5 s 5 5 BUILDING DROPS,INC.
50 DB 13.6 00 1 5 5 s 5 5 5 5 5 S 5 5 ' WALL MOUNT lxa[4.wsn e[uR 4[w,s7[tae
SS 00 15.0 0.0 54.0 5 5 5 8 5 5 5 5 5 S 5 5 wwnoca",nasau
l Nne+H9s8txa
60 0.0 1 164 0.0 59.9 S 5 S 5 5 5 5 5 5 5 5 5 u,l<s+lxaa axu
65 f O[I1).7 0.0 E3.9 S 5 5 5 5 5 5 5 5
711 I 0 D 19_1 D.0 (2 8 5 5 5 5 5 5 5 5 5 5 5 5 S
75 DO 1 20.5 D.0 73.7 s 5 5 5 5 5 1 5 5 5 5 5 5 SEE ANCHOR CHART SEE ANCHOR O1ART FOR >A
® Do 21.5 00 73.6 5 5 5 5 5 5 5 5 1 5 S 5 S FOR TYPE AND SPACING MIN.IMUM EDGE DISTANCE.
55 00 I 732 00 E3.5 S 5 1 5 5 1 5 5S 5 5 5 5 5 os�^
90 00 24.6 00 1 634 5 5 5 5 5 5 5 5 1 5 1 5 1 5 1 5
95 =1 Ma 3 25.9 138.3 1 331.7 5 a .1 3 3 3 1 7-
iDO ! 135.3 27.3 1383 1 332.2 5 4 4 3 3 3 3
IDS C
SEE ANCHOR HART 1- F
1383 28.6 1383 1 332,7 5 4 3 3 3 a 3 - FOR MINIMUM
A Ll
110 1783 300 138.3138.3 1 311.2313.2 5 4 4 3 3 3 3 EMBEDMENT H yWj
115 139.3 ]l.•1 138,3 3238 5 4 a 3 3 3 3
72 120 1383 32,7 138.3 3143 5 4 4 3 3 3 3
125 1383 33.1 1383 331.8 S 4 4 I 1 3 3 3 INTERIOR C 2
130 ! 138.3 35.5 138 3 3353 5 4 1 4 3 3 3 3 W 0
_ n1
135 1393 36.5 1383 335.9 5 cc
a a 3 3 3 3 - EXTERIOR FINISH EXTERIOR Z 2
1.10 1383 382 738.3 3360 5 4 4 3 3 3 3 - BY OTHERS
145 138.3 39.6 138.3 336.4 5 4 4 1 3 3 3 3 3/4" h
150 1383 40.9 136.3 3370 5 4 4 3 3 3 3 3�4 -(TT)TRACK
155 138.3 023 1383 3380 5 4 d 3 3 3 3 TO TRACK
160 138.3 43.7 1383 3385 5 4 4 3 3 3 3 -
165 i 1343 45,0 136.3 339.0 5 4 a 1 3 3 3 3 (FW)FINISHED WIDTH ~
_ 170 1 1383 45A 133.3 319.5 5 4 4 3 3 3 3
BY DATE
REMARKS
175 1393 07.7 118.3 360.1 5 3 4 3 3 3 3
7801 138.3 49,1 1]83 310.6 5 3 4 3 3 3 3 I - ® HORIZONTAL SECTION MULLION UPDATES SM 10.2D 17
195 1 1383 1 50.5 138.3 341.1 5 3 4 3 3 3 3 5 MOUNT TYPEI
190 133.3 57.9 138.3 3-1.6 5 3 a 3 3 3 3 - \ WALL MOUNT
195 I 13B 3 SI.2 138.3 3s2.2 5 3 4 1 3 3 3
zoD I 133.3 sa.s 138.3 t 3127 5 3 1 4 3 3 3 3 'WITH END RETENTION
e01 00 11.6 00 I 4i3 5 S 15 5 5 5 5 5 1 5 5 5 5
i new%im,eo "i`
1
rw1.2,i.nrny c..a•nc�ewp .r r
4
5 DA 141 00 51.0 5 S I 5 1 5 1 5 5 5 S 5 S S 5
50 0.0 15.7 0.0 $66 5 5 5 S 5 S 5 5 5 5 S I 5 •'
55 0.a 17.3 00 rS-3 5 5 5 5 5 5 5 5 5 5 5 1 5 ```55} ��'
60 0.0 I 189 00 679 5 5 5 5 5 5 5 5 5 5 5 S Vs(Lb/In) � .••• '• l
65 0.0 700 0.0 73.6 5 5 5 5 5 5 5 5 5 S 5 S i
)D i 00 220 00 73.3 5 5 s 5 1 5 s 5 s s 5 5 s O
71 I D.o 23.6 0.o 839 s 5 s S 5 5 s 5 s 5 5 s vx(Lb/in) i1 ' N 7
60 0.0 25.2 0.0 906 5 5 5 5 5 5 S I 5 5 5 5 S
5s o.0 767 0.o 1 9sa 5 s 5 5 s 5 5 s s s s s7 5 2, OF
9a o0 28.3 0.0 1 1019 s s s 5 s s 5 5 5 S 5 s Ts(Lb/In) Vy(Lhfin) O
95 1702 I 14.9 170.2 1 407.4 S 3 13 1
3 - I - - I - 'n O loll-
100
oP100 I 170.2. 1 37.4 1702 4080 5 3 1 3 l CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE
las I 1702 33.0 170.2 «e 6 5 3 3 3 I - NOTE:LOADS VV AND Vx ARE LOADS IMPOSED BY
94
ua ( 170.2 31.6 170.2 4p3.7 5 3 3 3 - 1 - SLAT ON TRACK,LOADS Ts AND Vs ARE LOADS
115 170.2 36.2 170.2 4s'-99 5 3 1 3 - I - IMPOSED ON STRUCTURE BY ANCHORS. °""""•"' "`•'""'"'=9"`
120 170.2 37.7 12,3.2 4114 5 3 3 3 - FL22558
13s 170.2 39,3 17o.i 411,0 5 3 3 ANCHOR SCHEDULE
130 170.2 009 170.7 411.6 5 3 7 -
135 1 170.2 42.5 170.2 411.2 5 3 3 . ANCHOR DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT DATE: 06.06.17
140 170.2 44.0 170.2 417.9 5 3 3 I A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/2" DWG.BY: CHK.BY:
las 170.2 I 05.6 170.2 413.5 5 3 3 B 5/16"ITW TAPCON MIN.3513 P51 CONCRETE 31/8" 2" SM H F N
150 1)0.2 e7.2 1711.2 414,1 5 3 3
155 I 17a.z e87 770.1 .110.7 s 3 3 C 3/8"POWERS WEGDE BOLT GROUT FILLED C-90 BLOCK 3 3/4" 31/2" SCALE: NTS
16o n0.z 50.3 1701 415.3 s 3 3 D 5/16"ITWTAPCON GROUT FILLED C-90 BLOCK 4" 21/4" DWG.Is: EMS003
165 1717 51.9 170.2 415.9 5 3 3 1114 ELCO DRI L-FLEX SELF MIN 1/4"6063-T6 ALUM. 1/2" 3 threads
170 170.2 53.5 170,2 4165 5 3 3 I E SHEET: OF 19
175 170.: 55.0 1712 417.1 5 3 3 DRILLINGSCREW A36 3/16"STEEL 3/8" penetration ppp---
180 170.2 56.6no 7 an.7 s 3 3 - I F 5/16"ELCO Uhracon MIN.SG=0.55 WOOD 19/16" 2"
!es 170.2 582 170.2 41B 3 5 3 3 -
PREPARED BY:
TYPICAL HORIZONTAL SECTIONS Q
TABLE 3-ANCHOR SPACING ANCHOR TYPE&SPACING ANCHORTYPE&SPACING BUILD OUT
WAIL-VAUNT 1 2K4.3x4.3X3 OR 04 BO•MOUNT 1
TT PO V. VY Vs Ts A I B C b I E I F A I e C D E F BUILDING DROPS,INC.
40 o.b 14.2 0.0 51.3 5 5 5 5 5 s 5 5 5 5 15 5 SEE ANCHOR CHART SEE ANCHOR CHART FOR
45 0.0 16.0 0.0 57.7 5 5 5 5 s 5 5 5 5 5 5 5 FORTYPEANDSPACING�I MINIMUM EDGE DISTANCE oR,�gsaRv�aJ7n
IM 19SIJ/iJ°13�
50 :00S267
0.0 64.1 s s s s 5 s 5 5 S 5 s 5
55 0.0 70.5 5 5 5 5 5 S 5 5 5 5 5 5
60 0.0 76.9 s s s s s s s s 5 5 5 5 SEE ANCHOR CHART S
FOR MINIMUM -EQ EQ- ..• NOTE: z
65 D0 e3.a 5 s s s s s s s s s s s BUILD OUT OR BUILD IN R`a
70 0.0 698 s 5 5 5 5 s s s 5 5 s EMBEDMENT g
75 0.0 961 5 5 5 5 5 s 5 5 5 5 S 5 INSTALLATION
EIS
6o 00 1 2&5 Go 102.6 5 S 5 5 5 5 5 5 S 5 5 5 C o
65 0.0 303 0.0 109.0 5 5 5 5 s 5 5 5 5 5 5 5 EXTERIOR 3:�
90 0.0 323 0.0 115.4 5 5 5 5 5 5 5 i 5 5 5 5 5 1/4"-2X4 OR 3X4 OR 3X3 OR 4X4'
FINISH
95 201.5 33.8 201.5 481`8 5 1 - BY OTHERS 6063.76 N ¢
100 201.5 35,6 201.5 482.5 5 3 O, q+1
105 201.5 37.4 2015 183.1 5 i
110 201,5 39.2 INTERIOR 201.5 483.8 5 - W �2
115 201.5 41.0 201.5 4615 s ANCHOR TYPE E _
120z 42.7 201.5 465.2 5 - - 6"MAX.O.C. J¢
125 201.5 44.5 201.5 455.9 5 - EXTERIOR 3
130 201.5 46.3 201.5 4 5 - - - -' 3/4" "3 ¢
135 201.5 48.1 201.5 157.337.3 5 •
140 201.5 49.9 201.5 487.9 5 - - - 3%q'--(TT)TRACK TO TRACK-
145 201.5 51.6 201.5. 488.6 5 -
lsD tots 57.4 201.5 459.3 5 - I (FW)FINISHED WIDTH
iss 2075 5S.2 201.5 490D 5 - I - REMARKS By DATE
IEA 201.5 57.0 201.5 490.7 5 I - r l HORIZONTAL SECTION MULLION UPDATES SM 1010.17
1205 201.5 I 58-8 201.5 4914 5 1 -
170 201.5 605 201.5 492.0 5 - 1 6 MOUNTTYPE2
175 201.5 1 62.3 201.5 492.7 S 1 - BUILD•OUTMOUNT
40 0.0 1 15.9 0.0 573 5 5 5 5 5 5 5 1 5 5 5 5 5 WITH END RETENTION
45 0.0 17.9 0.0 "S 5 5• 5 5 5 5 5 5 5 5 S 5
50 0.0 199 0.o 71-6 5 5 5 5 5 5 5 5 5 5 5 5
s5 Do 21.9 0.0 788 5 5 S 5 5 5 5 5 5 5 5 5 �nuinn.l.»awn"c.,cw•".c.r..n n.
Vs(Lb/In)
60 0.0 21.9 0.0 65.9 5 5 5 5 5 5 5 5 5 5 5 S
65 0.0 259 00 93,1 5 5 S 5 5 S 5 5 5 S S 5
71) 0.0 27.3 0.0 100.3 5 5 5 5 5 S S I 5 5 5 5 5 `�\
75 Do 20.6 0.0 107.4 5 5 S 5 5 5 S I 5 5 5 5 5 "
80 0.0 318 Do 114.6 5 5 S 5 5 5 5 ! 5 5 5 5 1 5 TS(Lb/in �.� E.•S•" 'f1O
e5 DO 338 Do U1.8 5 5 5 5 s 5• 5 1 5 5 5 S 5 =*, N ] ]
90 0,0 35.8 00 1289 5 5 5 5 5 5 5 5 5 5 5 5 '
95 231.2 37.8 113L
552.4 5 - - - I - �. $ /� OF .
106 100 231.2 39.8 553.2 S - Vx(Lb/In) i O
105 231.2 41.8 553.9 s
110 231.2 43.8 554.7 5 i -
1u 231, 45.7 555.5 5VY(Lb/in)120 231.2 1 477 556.2 5 CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURENOTE:LOADS V AND Vx ARE LOADS IMPOSED BY125 2312 I 49.7 557.0 5 Y130 231.2 51.7 557.7 s SLAT ON TRACK.LOADS Ts AND Vs ARE LOADSQD5 2312 53.7 5585 5 IMPOSED ON STRUCTURE BY ANCHORS. FL225SV 559.3 5las 231.2 57.7 I SWO 5 - ANCHOR SCHEDULE: DATE' 06.06.17
I50 231.2 59.7 I 560.8 5DW CBMCHKHFN
u52311 G1.7 I 5616 5 1 ANCHOR -DESCRIPTION MATERIAL EDGE DISTANCE EMBEDMENT .7160 231.2 63.7 562.3 5 - A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 33/4" 31/Y'
B 5/16"ITW TAPCON MIN.3513 PSI CONCRETE 31/8" 2• SCALE: NTS
C 3/8"POWERSWEGDE BOLT GROl1TFILLED C-90 BLOCK 33/4'• 31/2" DwD.p: EMS003
D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK 4" 21/4" SHEET: OF 19
E 1114 ELCO DRIL-FLEX SELF MIN 1/4"6063-TE ALUM, 1/2" 3 threads �^
DRILUNGSCREW 9363/I6`STEEL 3/8" penetration
F 5/16"ELCO UItracon MIN.SG=O,SSWOOD 19/16"
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INSET MOUNT BUILDING DROPS,INC.
sse c.on"u acnce ei v,sit e.a
• - 9Hi 4P5•y9?En)a�
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SEE ANCHOR:CHART, a 3
FOR MINIMUM EMBDMENT
6063-T6 ALUMINUM.TUBE OR ANGLE
1/4-2X3 OR 393 OR 2X4 OR 2X5 OR 4X4 w 2
SEE ANCHOR,CHART
FOR TYPE AND SPACING EQ' I I ANCHOR TYPE E p, 2 fi7d&
6"MAX.OE p
W
SEE ANCHOR CHART EQ / ) - �•
FOR MINIMUM INTERIOR h Z
EDGE DISTANCE' -
(. - EXTERIOR
3/4" �.
—33/4"—L,
�4„— (TT)TRAQK- ~
TO TRACK REMARKS BY DATE
EXTERIOR FINISH 1/2”MAX' (FW)FINISHED WIDTH MULLION UPDATES SM m.7n 17
BY OTHERS
HORIZONTAL SECTION
.O MOUNTTYPE3 "`•vPuuie r,m we ni.ncouxnwv,i�orcnn rier°�
INSET MOUNT wir"wns r rra ror.urr w au ww o.or,,me
•i+r••mvr,•awe+on>,"wrs.:.rtn�cn o.-"r•
'WITH END RETENTION l.wu:o sins xr YYF I "a wN unrP."P
,P0
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SEE SHEETS 9,10&11 FOR ANCHOR SPACING TABtti°
TABLES el- °xw "��
I Ts(Lb/in) -
1I ANCHOR SCHEDULE: F L 2 2 5 5
ANCHOR DESCRIPTION MATERIAL EDGEDISTANCE EMBEDMENT DATE: 06.06.17
A 3/8"POWERS WEDGE BOLT. MIN.3000 PSI CONCRETE, 3 3/4" 31/2" DWG.BY: CNK.BY:
Vs(Lb/in) Vx(Lb/in) B 5/16"ITW TAPCON MIN..3513 PSI CONCRETE 31/8 T. $M H F N
C 3/8"POWERS WEGDE BOLT GROUT FILLED C-90 BLOCK 3 3/4" 31/2" SCALE: NTS
VY(Lb/in) D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK, 4" 21/4" iiwc.&: EMS003,
CONTRACTOR TO VERIFY ADEQUACY OF STRUCTURE 014ELCO DRIL-FLEX SELF MIN 1/4"606346 AWM.. 1/2" 3 threads SHEET: OF 19
NOTE:LOADS Vy AND VX ARE LOADS IMPOSED BY E DRILLING SCREW A363/16''STEEL 3/8" enetration
SLAT ON TRACK.LOADS Ts AND VS ARE LOADS
IMPOSED ON STRUCTURE BY ANCHORS. F 5/16"ELCO Ultracon MIN.SG=0.55 WOOD 19/16 2"
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PREPARED BY:
TYPICAL HORIZONTAL BUILDING DROPS,INC.
SECTIONS
ANCHOR TYPE&SPACING ANCHORTYPE&SPACING ANCHOR TYPE&SPACING nec mavN,euemw.ur e,+
Y4U eucn.L a4ma
TA13LE 4-ANCHOR SPACING WOR3X31NSET-MOUNT3 2X4INSET-MOUNT 3 2XS INSET-MOUNTS vu l9sat»ann
INSET MOUNT of 195aDN aIt!
TT PD Vx Vy Vs Ts A B I C D E F A B C D E F A B C D E F
80 0 14.25 14.25 36.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
45 0 16.03 16.03 40.84 5 5 5 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 3.•.
50 0 17.81 17.81 45.37 5 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 to
55 0 19.59 19.59 49.91 5 S 5 S 5 S' 5 5 5 5 5 5 5 S S 5 5 5 Z
60 0 2137 2137 54.45 5 5 5 5 S 5 5 5 5 5 5 5 •5 5 5 5 5 5 'CIL, 5
65 0 23.15 23.15 58.98 5 5 5 5 5 5 5 5 5 5 5 5 S. 5 5 5 5 5 `� '•o a
b061�Tfi AI U!l.II1U1.1 TVBE OR ANUIE J � v�
70 0 24.93 24,93 63.52 5 S 5 5 5 5 5 5 5 5 '5 5 S 5' S 5 5 5 - x z
1O63.T AI 3x3ORIx40RIxSOR4x3
75 0 26.71 26.71 68.06 5 S 5 S S 5 5 5 5 5 5 5 5 5 5 5- 5 5 y U ��IES
80 0 28.49 28.49 72.60 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 S 5 I , a � R f
85 0 30.27 30.27 77.13 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ED II W j
90 0 3105 32.05 81.67 5 S 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 II p Nit
zi
95 201.4766 33.83 33.83 587.87 3 - - - 3 3 - Ea II
100 201.4766 35.61 35.61 592.40 3 - 3 - 3 - I INTERIOR In w
105 201.4766 37.40 37.40 596.94 3 3 3 ? y
96 110 201.4766 39.18 39.18 601.48 3 3. - 3' 4;
115 201.4766 40.96 40.96 605.01 3 3 3 - - EXTERIOR C
120 201.4766 42.74 42.74 510.55 3 - 3 3
125 2014766 44.52 44.52 615.09 3 - 3 - I - - 3 - I _ 3y"- (TTJ TRACK REMARKS BY DATE
o Inas
130 201.4766 46.30 46.30 619.63 3 3 3 - tTI-I,rAx.- MULLION UPDATES SM ta.Io.n
135 201.4766 48.08 48.08 624.16 - 3 - - 3 - lrwlFlNisHEowlmH
140 201.4766 49.86 49.86. 628.70 - 3 - - - 3 - -
145 2014766 51.64 5164 633.24 3 - - 3 HORIZONTAL SECTION .
MOUNT TYPE 3
150 201.4766 53.42 53.42 637.78 - 3 - - 3 - INSET MOUNT
155 201.4766 55.20 55.20 642.31 - 3 - 3 - - -WITH END RETENTION L.on x+�inC"vnv aa.m.un+en.rc;
160 20L4766 56.98 56.98 646.85 - 3 - 3 ,:°1 LOC ly ldd"D�'ti ten'"•"
165 201.4766 58.76 58.76 651.39 - 3 - 3 - ♦♦♦♦♦ E ,�i�i
170 201.4766 60.54 60.54 655.92 - I 3 - - 3 I `�♦♦
175 201.4766 62.33 62.33 660.46 - - I - - - - 3 - - -11 �\•E..S•'-�O
40 0 15.91 15.91 40.55 5 5 5 5 5 5 S 5 5 s 5 5 5 s 5 5 5 5 I I T,IL671"I N .7
N70
0 17.90 17.90 45,61 5 S S' S' S 5 5 5 5 5 5 5 5 5 5 5 5 5 I
0 19.89 19.89 50.68' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 WO S /{ OF jr 7
Q.
0 21.88 2188 55.75 5 S I S 5 5 5 5 5 5 S 5 5 5 5 5 5 5 5 _
D 23.87 23.87 60.82 5 5 1 5 5 5 5 S 5 5 5 5 5 5 5 5 5 5 5 V,I1b71"I vx(LW+" ��T O +tV
0 25.86 25.86 65.89 5 5 I 5 5 5 5 5 5 5 5 5 5 5 5 5 S 5 S
0 27.85 27.85 70.95 5 5 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 5 w ADEQ(LbtinICONTRACTOR TO VERIFY ADEQUACY OF STRUCNRE OM./li�i'��L.IDS 0 29.84 29.84 76.02 5 5 5 5 5 1 5 5 5 5 5 S 5 5 5 5 S S 5 NOTE:LOADS VY AND Vx ARE LOADS IMPOSED BY
80 0 31.83 3183 81.09 S 5 5 $ 5 $' $ 5 5 $ 5 5 5 5 5 5 5 5 SIAM ON TRACK.LOADS TS AND VS ARE LOADS F L 2 2 5 5 8
IMPOSED ON STRUCTURE BY ANCHORS.
BS 0 33.81 33.81 86.16 5 5 5 5 s I 5 5 5 5 5 5 5 S S S S_ 5 5
90 0 35.80 35.80 91.23 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
95 231.1754 37.79 37.79 671.90 -
3 DATE: 06.06.17
100 231.1754 39.78 39.78 676.97 - 3 DWG.
W S M �H I-BY:F N
105 231.175.1 41.77 _4___r682.03 3
110 231.1754 43.76 43.76 687.10 - - 3 - sc�tE: NTS
DVVG.a: EMS003
SHEET: OF 19
10
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W • W • I - U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U m -1 Z
W Z
Li
W • {iY � W U • W U U U U U U U U U U U U U IU U U U U U U U U U U U U U U U U U U U U
U U U U U U U U U U W + LIL U UIU U U U U U U U U t!� U U U U U U U U U U U U U U U U U U D
D
Z
L U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U D
n
N S
Z A
W P U U U U U U U U U U U U U U U U U U U U U 1-1-U U U U U U U U U U U U U U n -1
W W W W U W U U U U U U U U U U U U U U U U U U U U U U U U U U U U IU m -1 n
W z
Ll
W W W W U U tLw
U V• U U U U U U U U U U L U V• U U U U U U U U U U U U
—O O
G
20
m tri r
In 0 0� N N
^y� 5 o W n
Nan ^ m oA
a
0 0
2 D
" I! p r
= v o aD \\\\II11111/// ,,a,' 3 TITLE:
F, s N� 55 MMER ROLL SHUTTERS m
0 x s
'r Z
f� O 'a ��• '0'>. INSET MOUNTANCHOR SPACING
m Z N Ey Z%•.{r .xz°" o
Ln m N gV o a Ij m'. `:iii N A �sx� \
_ Lm G
7C F,,, yC� ° 9 O V Gj oEiC 3266 WES7RDAD5 DRIVE v =`O
O P [�! C/C f...... �. �4� 3 9 AS
WMPA;MBUryl,FL3N07
T� /�/�//�� l =A'iG< < PN 180C'322261 *3
z W a '�/ \�`"to %c • FAX!561-FAl-W57 z
"Q .n
PREPARED BY:
EQUALLY SPACED MULLIONS SELECTION
BUILDING DROPS,INC,
]Hf F NYu![.OI omo,sY[.AB
04MIA ifxr[,1[J7JW
ULLIONULLION °•I:I9HR 9 WTY
' Y.W:195[Ha[u18'
V.[B'�w.M.0.firyer�td•
FACE MOUNT
MULLION g"a
z �8"
wr, 3a'"•�
s+ur7ER 2
HEIGHT N 0
ISH) _ U
cc a
C N
W �
Ln y
f_R I T I TT—' N Lu
MO
SHUTTER DULE VIUTIEIIMOMLE
SHUTTER f SHUI SHUREA I H-
A[000LEI51Ap '1 MOIXttE Ism, '1`6'OOutE 15:501 REMARKS BY DATE
MULLION UPDATES SM 1020,17
SM1=SM2=SM3
MAXIMUM MULLION DESIGN PRESSURE(PSF)
�NOYWi�r.erIX4r�r%,[fUi 4MMl gr.�•IP'.
Max. 1/4-4X8 MULLION SPAN 1/4.426 MULLION SPAN 1/4.4x4 MULLION SPAN :Yui oni["miwn":r iwi,NN cm°rn ao
144 1 120 96 144 120 96 144 120 96 9r:rY 19i�O
286.5 34 40 40 N/A N/A 40 N/A N/A N/A
264 37 45 45 N/A 31 45 N/A N/A N/A
240 41 50 50 N/A 35 50 N/A N/A N/A
216 45 55 55 N/A 39 55, N/A N/A N/A 74 N
204 48 72 75 N/A 41 74 N/A N/A 30 4" 6063-76. 7D 3 A OF •�
168 58 88 100 N/A 50 90 N/A N/A 36 i O
144 1 68 1 103 125 33 58 106 N/A N/A 42
132 74 112' 135 36 63 115 N/A N/A 46 1/4-4X6 ��
� ,'' i' G
120 82 124 150 40 70 127 N/A N/A 51 I--4" I 6063-T6
108 91 137 160 45 7B 141 N/A N/A 57 — 8"
fro[aar a.un.� ev rro o9+:a
96 103 155 175 50 87 159 N/A 33 64 1/4-4X46" L2 2 5 5 8
84 117 177 IBS 58 100 181 N/A 37 73
6063-T6 6`
72 137 200 1 200' 1 67 117 200 1 N/A 44 85 4" DATE: 0!NTS
.06.17
NOTES:
DWG.BM f IFN
•1: MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ONTHE ALUMINUM
DESIGN MANUAL ANO.THE FLORIDA BUILDING CODE.ABOVE LOADS-ARE ALSO SCALE:
LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. E MS003
2. DEFLECTION CRITERIA:MAX.SPAN/180 ( I DWG.0;
3. VALUES-ABOVE ARE APPLICABLE ONLY FOR EQUAL MODULES SM1=SM2=SM3 ----IT—"0,25" 0.25° "�1 "0.25rSHEET: OF 19
4. UNEQUAL MODULES ARE TO BE DESIGNED BY RATIONAL ANALYSIS IN A CASE BY
CASE BASIS, 12
PREPAAEDBT.
(4 PER CLIP) EQUALLY SPACED MULLIONS WALL AND INSET CONNECTIONS
1/4.14X1
-----q•--�-{ GRADE5$OS
BUILDING DROPS,INC.
0.75' t•. MIN. MIN. a+er D.nin uk.ei,.v.nt ns
FCS-4%•t o.awx aru,. r;m+
~3-314' �3-3/a' n I;s.necsarn
MULLANCHORAGE m tr>,1>u arw
4' 2• 3-5• FSOORICEittNG
MOUNT 1 �
ot O I( I _
6" 1/q-2X3 o
0.7s' (6•J 114.2x3 ( )
t)a.a x4 ALUM ANGLE 3 314" I ALUM ANGLE m^
{;PER CLIP) 6063-T66063-TG
L1606146
J m od
061 L6 TYPE A,B.OR DANC110R
AtUMINUMUMINUMCLIP
I6 PCRCLIPI p 0
0 — 4
Ijd•id Xl - xvl
4—u' GRADE5 SDS
} I.y �'�•2'-^ 4ANCHORS 7TCRHORS O Q V
TYPE A,R.OR OCL
0.75" o /O — Big
3 3l4" nPlca t6 PER cur) °C
TYPICAL(6 PER CLIP) K y Q
W4 1/4-14x1 GRADE 5 1/4.1.1X7 GRADES Lu
WALL
ANCHORS SELF•bRR LING SCREWS $ELF•URtILING SCREWSfC7.4X6 Z
MULLANCHORAGE
6• 4• 5.5" FLOOR/CEILING
MOUNT W7 .+
WALL MOUNT
7ANCHORS F
0.75" _
WALL MOUNT ANCHOR SELECTION REMARKS BY DATL
1/a-6x6 (2PERCLIP)
i/4-3X26063.16 TYPE A.B.OR D ANCHOR ANCHOR MULLION TYPE MULLION UPDATES SM 26.20./7
ALUMINUM CLIP TYPE 4X4 4X6 108IR PER CUP) A W4 W4 3/4-14X1R W4 W7 GRADE S SAS ...�....D W4 W7 maoi"»
0.75"
dJ 0
3to eon 0"
FC3-axe
h1J
U1LAUCORAGE E S Pp•
7
6. ,O 7.5• FIODRXEIUNG
MOUNT
Sq OF
3" FLOOR/CEILING MOUNT ANCHOR SELECTION �p^EL _ 0 1 ' ltr�•:
O O ANCHOR MULLION TYPE •4nt�`sS ;p=1C�� ����
0.75' TYPE 4X4 4X6 4X8 r}rtr I E e`t vyy��
A FC1 FCZ FC3
ltd-d X8 l3 PCRC1iPj B FC1 N/A N/A
1/4.3 x 26063•TG TYPE A,B.OR D ANCHOR
AIUMINUMCLIP D FC1 N/A N/A
114.14 X 1 DATE: 06.06.17
GRADE 5 SDS DWG.BY: CHK.BY:
SM HFN
NOTE:ANGLE CLIP TO ANCHORSCHEDULE: SCALE: NTS
BE PLACED OUTSIDE OR
INSIDETUBE ANCHOR DESCRIPTION MATERIAL EDGEDISTANCE EMBED
DWG,Is: E�/I$QQ
0.5y A 3/8"POWERS WEDGE BOLT MIN,3000 PSI CONCRETE 33/4" 3 " SHEET: OF 19
1 G. B SJl6"{TLV TAPCQN MtN.3513 PSI CONCRETE 31/9'
D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK 4" 21/4" 13
PREPARED DY:
END MULLION SELECTION .
BUILDING DROPS,INC.
rdt aumanev"nro.tu u.
�+V14 PLKII Il3fS�
ND MULLIONULLION rn i�.0 ue.ra
. Nn ps•P aln
(SEE SHEET12) wle..�sNu .a
FACE MOUNT
MULLION =a
oa"a
w �7�
SHUnER = � N
HEIGHT N a
O SL
Ir z
25 w
- sHunERlaeeuiE
SHUTTER � 6HUDER
NCDAE,SM UDDUIE(SWI REMARKS BY DATE
MULLION UPDATES SM 1070.17
SM1=SM2
MAXIMUM END MULLION SPANS AND DESIGN PRESSURES
TT MAX ALLOWABLE BLE LE ALLOWAMULLION SPANS(FT), •ouw`�e u:aai,o'. aur o.::"'
«�l"v.».,mnco.w wevinnc crw..v.c
(in) (P�F) A"x 9"X 0.25" 6"x 6"X 0,25" u o.Dom, wn.Krac.a 17...17
6063-T6 MW. 6063-T6 MW. ,,`��� O
72 200 12.00 12.00 i
84 185 12.00 12.00
96 1 175 12.00 12.00 * N .7 2 0
108. 160 11.93 12.00
120 150 11.49 12.00 S A pF
132 135 11.16 12.00
144 125 10.92 12.00 1/4.6X6
168 100 10:65 12.00 I 4"--{ 6063-T6 MIN. i�/�f
204 IS 10.04 12.00
Iwnur ri.u.na.r ro n.,a
216 55 1 9.69 12.001/4.4X4 - FL22558
240 50 10.80 12.00 6063-T6 MIN. B
264 45 10.99 12.00
4" DATE: 06.06.17
286.5 40 1 11.41 12.00 DWG.BY: CHK.BY:
NOTES: SM HFN
1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE J. SCALE: _ NTS
ALUMINUM DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE
LOADS ARE ALSO LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. �I ` DWa 9: EMS003
2. VALUES ABOVE ARE APPLICABLE FOR END MULUONS ONLY 0.25 0.25" SHEET: OF 19
1.4
PREPAIIED BY,
CORNER MULLION SELECTIONCA
BUILDING DROPS,INC.
J?Dl^.Y4MM•I OIN9]ti lJn
Nin 01"[".'t fkT.i
ORNF.RMULLION MULLION
n FACE MOUNT (SEE SHEET 12) I'S"' •'�
Y.tP"mow"uik4
MULLION -
sIIUTTFA I.+ODULE
oJ~�
SIUTTEER
HEIGHT N �p11�
ISHI K W 24
W C
STAGGER SCREWS z Ou
AS NECESSARY I TT- In
SHUTTER!(OBUIE I I In
SHUREA I I SHUTTER Imo_ DULEI a
h1GfriRE ISr;,lI -1 Y" ,,+Gow[Is4•n S+OwLE snu,- REMARKS BY DATE
MULLION UPDATES SM 1c.2a E
SM1=SM2=SM3
MAXIMUM CORNER MULLION SPANS AND DESIGN PRESSURES
TTMAX ALLOWABLE ALLOWABLE SPANS(FT)
DP
(PSF) 4"x 4"X 0.25" 6"x 6"X 0.25" :mx.•nr.,.rn rv."."o ,c o.n`M
6063-T6 MIN. 6063-T6 MIN.
72 200 10.75I12.00
185 12.00 u•�` ,```�\.\ E SO84 • .
96 175 9.19 12.00
•p,'�
108 160 8.70 12.00 +* N 7 O
120 1 150 8.29 12.00
132 135 8.02 12.00 I 6.• 17L1 S A OF
144 125 7.80 12.00 �OE`� O lop..., 'e'; �
168 100 7.61 11.78 1/4-6X6
204 75 7.10 10.99 I 4" I 6063-T6 MIN. ��iL �%
216 . 55 6.86 10.62 } � '!Q•I��I^L�^ ^I^
240 SO 7.94 12.00 1/44X4 I
264 45 8.12 12.00 6063-T6 MIN. I 6" F L2 2 5 5 8
286.5 1 40 1 8.56 12.00 4•, DATE: 06.06.17
NOTES: DWG.BY: CHK.BY:
1. MULLIONS WERE DESIGNED BY RATIONAL ANALYSIS BASED ON THE ALUMINUM SM HFN
DESIGN MANUAL AND THE FLORIDA BUILDING CODE.ABOVE LOADS ARE ALSO SCALE: NTS
LIMITED BY THE MAX.CAPACITY OF THE PRODUCT. I DWG.N: EMS003
2. VALUES ABOVE ARE APPLICABLE FOR CORNER MULLIONS ONLY WITH EQUAL 0.25" -'�I r 0.25"
WIDTH SHUTTERS ON BOTII SIDES,UNEQUAL SHUTTERS SHALL BE EVALUATED ON SHEET: OF 19
A CASE BY CASE BASIS.
15
PREPARED BY:
BUILDING DROPS,INC,
END MULLION AND CORNER MULLION WALL AND INSET CONNECTIONS END MULLION WALL CONNECTIONS gA�t.pewO Xri,11JpG""
FV I'rieH99 Wqe
K1P'eelgit)lu e»tl
•w I+•rV•^NrcG�aum
(6 PER CLIP) MIN,
1/4-14X1 '
I 6'
(e PER CLIPI IGRADE 5 SIDS 7-112" g A a,,,
1/4.14X1 ^£;
GRAOESSDS0.7 I y on
0.75'
of ® , (6")1/4-2X3
} 3 3/4' ALUM ANGLE
4' 2' 3.5' 6' 4• film 5.5' .�
6063-T6 J O 3
0.75' 'k I I I ® j
0.75" C�
IJ4.4%4 T 12 PER CLIP)PER ii Imo,2.� 4ANCHC,
W
1/4-
ALUMINUTA CUP 3%26063•T6 TYPE A.B,ORhANCHOR 1/4.6 X 6 TYPE A.B,ORD LnC �
1/4.3X:6063-Tfi TYPE A.B,OR D ANCHOR - iYPICAL(b PkR CLIPI h ij I
ALUMINUM CLIP W4 1/4.14%1 GRADE
WALL MOUNT SELF-DRIILINGSCREWS
FC1-dx4FC2-6X6 dANGiOftS
MULL ANCHORAGE 4X4 C
MULL ANCHORAGE F, -
FLOOR/CEILING FLOOR/CEILING
MOUNT MOUNT
REMARKS BY DATE
en JO MULLION UPDATES SM m.70 n
1/4.14X1 1/d-14X1
GRADE 5 S 7
'GRADE 5 505 (6")114-2X3
1 115 431 33/4" ALUMANGLE '
6063-T6tll:� 421 1 CID
irm au nater ner�er ran e,.ar n.rur
rwl .mr cn" n, rn •r. r�s,wr,
♦'Lrrrl teOc+nCr.S u.uE"cru.,:,
u.nGf tarrypp' r oln.r;rrtl^,W
D.S. 4„p rrr i�'I/ill i re
6" B• I ANCHORS "• �i
NOTE:ANGLE CUP TO TYPE B �;.....
•E •S•• '�
BE PLACED EU
OR TYPICAL(6 PER CUP)
INSIDE TUBE W4 1/4.14X1 GRADE 5 N .7 7 O
WALLMOUNT SELF-DRILLING SCREWS
4 A CH
6%60R5 5A
O OF ,ir
MULL FLOOR/CEILINGMOUNTANCHOR SELECTION WALL MOUNT ANCIIORSELECTION
% O
•,,;,
ANCHOR ENO MULLION TYPE CORNER MULLION TYPE ANCHOR END MULLION TYPE
TYPE 4X4 6X6 4X4 6X6 TYPE 04 6X6 SJeevn"1'uL4+�
rpF,L.:Moll+•Uv -qV na-•.^.I.
A FC1 FC2 FC1 FC2 A W4 W4.
B FC1 FC2 FC1 FC2 B W4 W4 F L 2 2 5 5 8
D FC1 FC2 FC1 N/A D W4 W4DATE 06.06.17
DWG.BY: CHK.BY:
ANCHORSCHEDULE: SNI HFN
50ALE: NTS
ANCHOR DESCRIPTION I MATERIAL JEDGEDISTANCE EMBEDMENT DWG,II: EMS003
A 3/8"POWERS WEDGE BOLT MIN.3000 PSI CONCRETE 3 3/4" 31/2" SHEET: OF 19
B 5/16"ITW TAPCON MIN.3513 PSI CONCRETE 31/8" 2"
D 5/16"ITW TAPCON GROUT FILLED C-90 BLOCK 4" 21/4 16
PREPARED DY:
MOUNTING BRACKET
BUH. ING DIIOP5,INC,
1.,mato,mw W I"
UP T6 350 Los SHUTTER WEIGHT WITH: It,,
SLAT END RETENTION LAY-OUT 'A"
(4)V16'0 TAPOONS OR
UP TO 20D LBS SHUTTER (6)V4*0 X I-SIAS
WEIGHT WITH:
(AV16-OTAPCONSOR
UP TO 100 LBS SHUTTER (41 V4"0 X SMS
WEIGHT WITH: 0
t21 Sf18"0 TAPCON OR
(3)V4.0 X 1-SMS ca;
1.5
cc cc
ROLL-UP MECHANISM
EXPLODED
0 1
W Motor
-Brackets
0
Li REMARKS BY DATE
Motor MULLION UPDATES SM to 2017
Crown
10
0 Motor Drive Motor
Clips
Drive Wheel Stop End Cap
rn
ReelTube
0
Bearing Cap
—Slat Hangers N7
7
op - 0
ZAN,
INTERIOR Bearing %
rS111 111v
End Cap
110 X 2,5'PTH 18.8 S/S SMS.TWO(2)PER ENDEK— KTERIOR
RETENTION SLAT LOCK GUIDE,WITH A HV FL22558
COATING SYSTEM AS MANUFACTURED BY (TW)
AN APPROVED COATING APPLICATOR
REGISTERED WITH THE AMERICAN TRACK WIDTH —(TTI TRACK TO TRACK— NOTES: DATE: 06.06.17
1. THE ROLL-UP MECHANISM(GEARS,MOTOR.SUPPORTING END PLATES)ARE
SHUTTER SYSTEMS ASSOCIATION. 1—(FW)FINISHED WIDTH— NOT A PART OF THIS APPROVAL AND SHALL BE SELECTED BASED ON DWG.BY, CHK�BY:
MANUFACTURER'S SPECIFICATIONS, SM HFN
2. GOMM 70MM,OR 94MM DIAMETER REEL TUBE PER MANUFACTURER SCALE: NTS
NOTES: SPECIFICATION —
1. SLAT END RETENTION LOCK TO BE AT EVERY OTHER SLAT 3. TUBULAR MOTOR MAY BE REPLACED WITH GEAR FOR MANUAL OPERATION. DWG.4: EMS003
7. INSTALLATION SCREWS SHALL BE COATED WITH A HV 4, OPTIONAL BOTTOM LOCK 15 NOT REQUIRED FOR STRUCTURAL OR FORCED SHEET: OF 19
COATING SYSTEM AS MANUFACTURED BY AN APPROVED ENTRY RESISTANCE PERFORMANCE.FOR USE ON MAXIMUM 20'WIPE UNIT.
COATING APPLICATOR REGISTERED WITH THE AMERICAN 5. BASE SLAT 15 OPTIONAL AND IS NOT REQUIRED FOR STRUCTURAL OR FORCED
SHUTTER SYSTEMS ASSOCIATION. ENTRY RESISTANCE PERFORMANCE,FOR USE ON MAXIMUM 20'WIDE UNIT. 17
'PREPARED BY:
BUILDING DROPS,INC.
It+V
D-D11.101.,$I,Au]
Dain e1s U'
1p
v"IYs+psa nn
• wte,.,.•,eLea"cdmm•�
VIEWPORT SLAT DETAIL
f f f f f
CC
0 a �
1 Q
0.50" LCc
� a
ulni w.
I2.000'
—FROM—I -4.000"ON CENTER-
ENDS
NOTES:
1. USE OF VIEWPORT SLATS SHALL BE LIMITED TO REMARKS BY DATE
EVERY OTHER SLAT.MAY BE USED FOR FULL MULLION UPDATES SM In.m 17
DOOR HEIGHT,EXCEPT FOR WITHIN 36"OF
BOTTOM OF FRAME.
2. VIEWPORT SLATS MAY ONLY BE USED ON SLATS
WITH END RETENTION,
VENTED SLAT DETAIL 3. VIEWPORTS USE MAKROLON POLYCARBONATE
INSERT WITH CURRENT NOA. w"n+m xnrnr.'roxv+r onnu•.c a.rrc•.,me
•Gnu+n"5.,xonKN.fn u:r M;.cr.orw+
d, END RETENTION LOCKS ARE REQUIRED EVERY •w+•o oma o�e.r.mmnu
1.221" 7.25" OTHER SLAT.
.25"ON CENTER \\� i
FROM ENDS 1.50" I I 0,75" S. VENTED OR UN-VENTED SLATS QUALIFIED. \\ E •• O.iii''' '
D. w 2 N •77
P S A OF
� O
•�O IDP• �����`
ue'•d.Ytie��.1.1i.Dx•ra-l.
rv.m.
FL22558
DATE: 06.05.17
DWG.BY: CHK,BY:
SM HFN
SCALE: NTS
DWG.a; EMS003
SHEET: OF 19
18
PREPARED BY;
BILL OF MATERIALS
ITEM NO. DESCRIPTION MATERIAL �,Lr
BUILDING DROPS,INC.
1 55 mm SLAT 6063-T6xU.,.,x9�"S,f.YY
_ nH'1'MAU'Fd:d
2 LARGE GUIDE RAIL 6063-T6
WlA r.�.p.i{,4.yE,ycw.CT
2A LARGE GUIDE RAIL-ENCLOSED 6063-T6
3 . SMALL GUIDE RAIL 6063-T6.
LL
3A SMAGUIDE RAIL-ENCLOSED 6063-T6 W
4 COVER CAP• 6063-T6 a 3
5 SLAT LOCK NYLON u `
w
6 BOTTOM SLAT COVER 6063-T6 o
7 BOTTOM SLAT 6063-T6 m
i•
OSLATO LARGE GUIDE RAIL O LARGE-GUIDE RAIL. � SMALL GUIDE RAIL O SMALL GUIDE RAIL
6063-T6 6063:116 2A ENCLOSED 3 6063-T6 3A ENCLOSED REMARKS BY DATE
�= 6063-T6 6063-T6
.MULLION UPDATES SM 10.70.17
^+IF0.195" � 0.112" 0..112"
0.04" I 0.112" 0.112"
002
1 x
4 . " # 1.002
1 u.ron..rmia.,i�r�=x,e.c.ov o,w.
55 mm 1.002" 1..002" I ;,.
I--2.944"—i I--2.944"—I .` .....
..... 0
f—3.285" f--3.285"--I � •E.S• �'..
O 3ET6 AP SLAT O NYLON CK t 6 ) O ERBOTTOM SLAT O BOTTOM SLAT.
60 0 S A OF
�'"� O IDP:•°
I�2.42"
0.062" —0.156" 0:566"
1 1.458" } 1.92„ FL22558
0.225" I I II DATE: 06.06.17
+oo + 0.351" + �I 1
�-�--� DWG.BY: CHK:BY:
1.64' 0.05" 3.213" SM HFN
1.063' I I SC41i: NTS
DWG.k: EMS003
SHEET: OF 19
19
:r
I