HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE MIA&DADS COUNTY
e PRODUCT CONTROL SECTION
DEp,�RTME AND EC RESOURCES(RER) 11805 SW 26 Strect,Room 208
AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
'1`(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www minmidade.eov/economy
Just Shutter It,Inc.
W S.Macedo Blvd.
Port St.Lucie, on
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade.County RER Product Control
Section be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: t°Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco,Inc.,dated April 07,2015,signed and sealed by Pedro De
Figueiredo,P.E.,on July 30,2015 bearing the Miami-Dade County Product Control Revision stamp with the
Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the
following statement: "Miami-Dade County Product Control Approved",and NOA number ,per TAS-201,TAS-
202,and TAS-203,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 affecting the performance of this product.
TERMINATION of this NOA will occur atter the expiration date or if there has been a revision or change 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 other purposes shall automatically terminate this NOA.Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded 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 inspection at the job site at the request of the Building Official.
This NOA revises NOA#14-0708.05 and consists of this page 1,evidence submi es E-1 &E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Mahar,P.E.,-M.
NOA No.15-0513.
filMtaMlnaueCourtnr �. Expiration Date:08/I4/2019
(f Approval Date:08/27/2015
08 f 2 7� 0), Page 1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL,#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo, P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155,
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product'tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It, Inc., dated August Ol; 2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figuriredo, P.E., cert6ing that the drawing(No., 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.SA.'s,generic drawing(No.
14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 15-146, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 13 of 13,prepared by Engco, Ir c., dated April 07, 2015, signed
and sealed by Pedro De Figueiredo, P.E., on July 30, 2015.
my A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629:
C. CALCULATIONS
1. See Association's generic approval under 15-0629.
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.E., certifying that the drawing(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.S.A.'s generic drativing(No.
15-113) and complies with FBC, 2014 Edition.
H y A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURER'
5JUSTUPERNOVA
SHUTTER INC
134 I sw S.MAceDO BLL VD
PORT ST.LUCIE
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLORIDA 54983
LARGE M 1551 LE I M PACT RF-515TANT Fax:
a (772)(772)67733-9919
-0588
WW W,JUST5HUTTERIT-COM.
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE 5HUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS EXTRUDED ALUMINUM
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED ACCORDION SHUTTER
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. LARGE 4 SMALL
iMPACTEO RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL 5HALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. cAeiic
5595 ORANGE DR.201
*JUST SHUTTER R INC-PORT 5T.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
5UPE.FNOVA EXTRUDED ALUMINUM ACCORDION SHUTTERTel.:(954)585-0304
N
MIAMt•DADE COUNPRODUCT CONTROL APPROVED" _ --• _ ENGCO®AOLCOM
SFIEET DESCRIPTION'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-1 O AND PROVIDED BYApnr........
I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED PE51GNED �� �, DEF . .
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRE55URE5 FOR EACH 5HUTTEF CONv PONENT TO BEz 4
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1, I A AND GLASS ON
USED.
SEPARATION TABLE 2 4"
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPE5 SHALL BE MADE OF GO63-T6 OKA5 NOTED. NO.5 609
3 TYPICAL SECTIONS A.B I,B2,B3,B4 WITH ANCHORAGE TABLES
*
6-FASTENERS:'A55EMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OP4' TYPICAL SECTIONS B 8 C WITTL ANCHORAGE TABLES •O STATq F tv
DRAWINGS.INSTALLATION AND LOADS A5 PER THIS APPROVAL.
7-USE:IT SHALL BE THE REBFON51131LITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OF RECORD 5 TYPICAL SECTIONS D.E 4 GN VdrTH ANCHORAGE TABLESs• ss/0
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS F.G 41 WITH ANCHORAGE TABLES ��"""�""���f'•''9',,
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 3 0 2015
ANCHORAGE. pis
JAMB AND CORNER SECTIONS°J°
--7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS.LOCAL CODE _ Empeer'Seal
REQUIREMENTS,DESIGNED PRESSURES ETC. LOCK MALE 4 PT:MALe 5ECTI0N5-v - -- _ Pedro De Nueiredo-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT'.
8-.33 1/396 INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DE51GN OP THE ANCHORS LOCK UNIMATE 5ECTION5 Wr MIAMI DADE APPROVAL:
FRODUFOR THIS PRODUCT APPROVAL.HOWEVER.WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE_ - - STANDARD LOCK5ECTION5 W, wcompGTRCVISF.DFOR WIND LOAD HAVE BEEN USED. asoomplyieg.vilhrtm @iorida
19mldingCbdo-BILL OF MATEWAL5,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. 19
USER IN5TRUCTION5: COMPONENTS _ M' D doer CoNro1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTE5. 5ECNON'X°DETAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRE55URE ON TABLE I OR TABLE I A. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER 5HEET5 3,4,5 4 G.5ECTIONS ARE INTERCHANGEABLE. 5111EET DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRE55URE FROM GENERAL.NOTES 4
MMLIVACTURER:
JUST SHUTTER IT we
TABLE TABLE I A INTCRIOR/EXTERIOR 61 ORT 5T.LUG EACEDo BLVD
M IMUM B 1 BLADE MAXIMUM ALLOWABLE #1 4 8I B BLADE5 1 1 1 FLORIDA 34983
5 SPAN X PRESSURE 5HUffERSPAN X PRESSURE 100' Tel.:(772)201-9919.
L72
DE SPAN PRE55URE(P5F) BLADE SPAN PRESSURE(P5f7 ALUMINUM BLADES Pax:(772)673-0588
CHES MEGINCHES 1 1 WNMr.JU5T5HUTTERIT.COM
0 16 I INTERIOR/EXTERIOR
158 158 66 158 158
144 144 72 144 144 PRODUCT:
133 133 78 133 133 INTERIOR/EXTERIOR 124 124 84 124 12�) 6 SUPERNOVA
90 116 116 90 116 116 COMBINATION
1 IXIRUDED ALUMINUM
96 108 108 96 1 OB I OB 1 loo• 1 ALUMINUM/LEXAN BLADES ACCORDION SHUTTER
I G 100 100 104 100 100 Teo BLADES CAN BE ARRANGED IN MANY LARGE a SMALL
108 10 10 1 OB too-
10 COMURAVON5 AS REOU100
1B IB IMPACTED RATED
114 83 93
83 114 83 83
120 75 75 120 75 75 INTERIOR/D"R:OR
I 6 68 68 126 68 68 ENGINEERING:
132 62 62 132 61 61
138 57 57 138 53 53 ENG.CO INC. uDllc
INTERIOR!EXTERIOR
_� 144 48 52 144 45 47 5595 ORANGE DR.201
150 41 48 150 38 42 Lg 1B-\ lB DAVIE. PL. 33314
162 30 40 162 28 33 Tel..(954)585-0304
.-... ... ...._.. ----.. .__ —-' AIXL.D(AN B - ENGCO@AOL.COM .....
NOTE5: LADES
I-ACOORDIOHSHUf1ER BLADE SPAN II"I G"V9)FORALLOONDITIONS 1B�
2-PRE59UR[-Dt91f,N WIND LOAD(I'SP) IB j1`s"�hLAAAN �.
S-U.M IIDFkPOIATION IS ACCEPUBIE FOR DE51GH WIND LOAD5 AND OIADE SPAN BETWEEN ::`INTERIOR/EXTERIOR aOff .
TABDuTEIs.vnli rs � DE F/�,_•,,.
4-U5EYABIE IAMOIONEORMORETYPE IBB"ADMMED �a` EN84P ss
5-BLADE MyRSW 114STAUATM 5 ALLOWED FOR MOUNTED CONDITIONS '
4 a
No. 2609
TABLE 2
MINIMUM 5HUTTER SEPARATION FROM GLAZING
TYPICAL ELEVATIO TYPICAL CRO55 5ECTION STAT F ev g>t
A,B,C,D,E,GH XGA F�0R1��+����i,,
GLAZING 5EPARATION (INCHES) y�,
BLADE TYPE BLADE SPAN �'••N.��u.nhhN``
F <=60° <=104' <=162'
JUL 3 0 2015
ALUMINUM 2' 2 3/4' 3.125° Engmeer Seal
- - -` -- - -- -- - -- - T; -- - - _-- "-= ALL ELEVATIONS _ _ _ _ _ _ __ _ Pedro De Plguelredo-PE 52609
mwna -
a a N, LEXAN 3- 3' 3.
� IL. L. M N I
<-30'ELEVATION MIAMI DADS APPROVAL:
y PAODUCPREVISP,I)
_. - ---Y -W-- - - - 2 1/8' 3° _ 3' _ �comAyieg with the FloridN
v ¢ - J -- - ---LEXAN -- - - -- - - = _-- - --- -BW)dh%Code--- - - - -- -
Ia >30 pEVATiON AOoclxm=114.o_09
1
0 9
-- -- - a— - - - - - - - - - - - - - - - - —-
NOTES.
I-
- - _ I-SLfARING SPROM T THE NKICK MOST
LA MEASEORLRC0 FROM 8�
GIA7ING SURFACE TO THE eINER M05T BIADC OR LOCK 9URfACE. _IN11enID odUCICADtmI_
F 2-GLAS"i SEPARATION 15 APHICABIL PER'ME HVtTL(BRLYA/AR0 AND
J --- MIALd-DADEODUNTIC>).
2 3-WKDJ 5HURER IS A59MOLM WIM BOR"TYPES OF BUDS THE
V1
lPRGFST GLASS SEPARATION SHALL APftY.
DATE:04/07/2015
SCALE:NA
A,B,BI,B2,B3,84 BDTTUM TRACK7N DESIGN BY:PPMP
CDEFCIGH
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING d:
2 OF 13 15-146
TYPICAL SECTIONS A.B 1.132.133,B4 MANUFACTURER:
AND ANCHOR 5CHEDULE - -� 1/1E JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS N/NUT
BUILT-OUT ON ANGLE ¢a AT 12' OC 1341'5W 5.MACEDO BLVD
SPACED AT 12'DC ti
HEADER OR SILL 16 PORT ST.LUCIE
Jl_ FLORIDA 34983
2,2A Dr7tONaL 11 Y mm SECTION B4 Tel.:(772)201-9919
~ I 6 ADJUSTABLE TRACK Fax:(772)6730588 ll
o ENBED. ` 1_i ON REVERSE ANGIE wm,.JU5T5HUTTERIT.COM
SILL ONLY
, PRO
ANCHORS DESIGNED
ANCHORS DESIGNED = !0 6A fr �� AS PER SECTION B4D '
ON TABLE BELOW SUPERNOVA
AS PER SECTION A `� v'-+
.� a 1/IB ON TABLE BELOW ` Ba
= H 1/4-14X1'GR5'SDS DR EXTRUDED ALUMINUM
ACCORDION SHUTTER
1/4-20X3/4' PHMS W/NUi LARGE 45MAIL
a SPACED AT 5'OC EMBED.--� IMPACTED RATED
t
SECTION B I
'A'TRAGIC ON
REVERSE ANGLE
SILL ONLY -' ENGIN
ENGCO INC. CA911G
c 1/1 H 5595 ORANGE DR.201
ANCHORS DESIGNED ti DAVIE, FL. 33314
AS PER SECTION B1 SECTION B3
4 - -,.-. .._-- 11-- 8' w #10X3/4' TEKS - Tcl.:(954)585.0304
ON TABLE BELOW Q_.. _. ADJUSTABLE ON
�>
S!2 F J AT 12' OC 5% G� - ENGCOQAOLCOM
0 00 SILL ONLY
1/4-14XI'.GR5'SDS OR I 6 " W ANCHORS DESIGNED % 0DE,F/�(/�'
1/4-20X1/2' HHMS N/NUT EMBED. F I Su AS PER SECTION B3 �d.a�
SPACED AT 12'EIC = L' q H ON TABLE,BELOW No. 2609
v
TT
zQ 6A 2, I STA F
= y EMBED,"II 7.0,(t w(OR CQ•r"`�1����
a ANCHORS DESIGNED 1 •�'.CsiS NG d`�
W �ONAI a°'
= m 1/1H � �� AS PER SECTION H2 1/4-14X1' GR5 SDS OR
w 1— ` qy ON TABLE BELOW 1/4-20X3/4' PHMS W/NUT
�rtlwaL
_ - - - SPACED AT 5'13CMm, JUL 3 0 2015
y MAX. BLADE SPAN-IN-INCHES - - - - __ _ _ _ Engweer 5WI
q SEE ANCHOR SCHEDULE ON _ - Pulro_De Fguaredo-P'52609
11 :i
EMBED.-� SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE(PSF)
- -
- BASED ON SPACING IN INCHES ON CENTER MIAMI DADS APPROVAL:
SECTION B2 ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR - 108 84 60 1'ROWCTRIViSPD
1/4-20X1/2' HHMS W/NUT 'A'TRACK ON - Ef E E =E] - m+�lyinaa•Ilh Uto FTorido
SPACED AT 12'OC 5TD ANGLE 14 40 31 62 38 93 46 124 60 160 84 15-0513-03
- -
- 5rLL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 waept ion Date ai` �q
-- A_,81,B2 8 40 40 62 62 93 81 124 105 160 146
MAX. BLADE SPAN IN INCHES 83,B4` 6 -40 -40z 62 -62 -93--93 424-124. 160 160 _ Dy
4 40 40 62 62 93 93 124 124 160 160 Mlun Conmo - _--
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRESSURE (P5P) BASED ON 51-ACING IN INCH E5 ON CENTER
ANCHORAGE SPACING SCALE4/07/2015
162 132 SCALE:
108 84 60 E:NA
A lA1 IB IBI IC In I A IA1 IR Im Ir in I A lAt IR Iiii IF in A Al B B1 C D A Al B IBI IC D DESIGN BY.FPMF
SECTIONS 14 40 -- 40 40 0 40 62 -- 62 49 62 4 90 22 93 60 92 60 116 9 124 77 118 77 1 0 40 60 JOB 160 107
12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,81,B2 8 40 6 40 40 40 40 62 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 16 160 160 160
83,84 6 0 35 40 40 40 40 62 43 b2 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 160 94 160!16011601160 SHEET DRAWING H:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 10] 124 124 I24 124 160 142 160116011601160 3 OF 13 15-146
MANUFACTURER,
ANCHORS DESIGNED TYPICAL SECTIONS D,f t Gil ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 SW 5.MACEDO BLVD
(ED) EDGE {DISTANCE
EDPORT ST'LUCIE
) EDGE fLORIDA9M
E
DISTANCE DISTANCJ Tel.:(772)34201-9919
Eo. Ea Fax:(772)473-0588
6A
kvw.jU575HUrrEw.CCM
W/Loa
2,2A TRIMMED
#IOX3/4' TEKS A
AT 12' V/LEG PRODUCT:
TI I I u SECTION D
INSET MOUNT W/ 5UPERNOVA
TRACK 2 OR 2A —(ED) EDGE EXTRUDED ALUMINUM
HEADER OR 51U. ACCORDION SHUTTER
H DISTANCE LARGE t 5MALL
SECTION
ANGLE INSET IMPACTED RATED
HEADER�&Z�JLLW
1/4-14X 3/4' TEKS
w
7 SPACED AT 12'DC ENGINEERING:
Lji
t Gli FNGGO INC. caaltc
5 [ON
FAllL:T;T=MOUNT 5595 ORANGE DR.201
ANCHORS DEIIGNEED LL WAM I SILL DAME, FL. 33314
EC
C ON
....... AS PER S TeL:(954)585-0304
1 . . .--.1'.. 1 1 ON TABLE BELOW—
3,3A ENCCDOACLCOM
1/4-14XI' GR5 SDS OR
1/4-20XI/2* HHMS W/NUT EFi
SPACED AT 12'OC
M= I I JLF
iP No.' 2609 1
*i
44 tjz
all
kip-
0fI Y_ ST OF
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE JUL 8 0 2015
ANCHORAGE SPACING MAXIMUM ANCHORAGE PRE55URE (P5f) BASED ON SPACING IN INCHES ON CENTER vn,3,nw�scal
162 1 13a I IGR 1 84 1 60 1 16211321108 84 60 Do PE52609
A B t 11) 1 A I H IE; 11) 1 A I B C ID I A B C D A B IC 111 5 E E E_ E E
161 E2 1 27 1— f-- 1 27 133-1- ED 34�4 101 V2443 52 25 16 e9 34 41 53 74 MIAMI DADE APPROVAL
D
6 31 61)
22 26 45 54 26 32 58 69 34 41 at lZ9E7 124� 11531 12 37 45 55 71 99
:32 55 62 JV 1 67 1130-. 40 40 1-03— 1211145 171 IL36 —8 40 62 83 106 149
[_70N D.. 10 0 26- 32- 86 WISED
r
3
6 1 40 1 40 135+4_0 62 2 52 1 90 193.153 64 15 124 68 192 1 16DI 160 1-5 19 6 40 62 -93 124 160 PRODUCrRL
4D 40 'a I N_143 9 2
14 401.40 1 62 f;P 1 93 1 9-4 7 1 4 —45 62 93 124 10
24 49 8 36 34 11 22 27 33 43 60 AcapinttoNo -°rS 03
22-_26 27 32-120 1--- -34 39-1-24-123 43 5: 30 60 71 44 42 9 2
1n bite o /4
SECTION E -9- --To- 31 3 22 121 39 44 1 21 -La _3Z 32 *1 E a,
127 126 49 157 35 33 1 68 180 49 147 0 -57-1-4 '541
_j 12 41 4 50 59 136 135 65 176 47 4 401 501 61 1 10 eonv
4 39 24_ —
4 40 40 36 35 62 62 45 42 76 89 155
152 97 I114 70—67 I 136 1 160 98 -93 4 401 521 64 1 - 115
-
-- -- -- -- 22 23 27 1-- 1-�;_l 29-1_34 2 0 1 40 0 2 12 - 4-
9 20 �F4 25 29 301 36 — 7 1 55 164 41 37 -9-9 4 66 DATEs 0410712015
�Z
W_ 8 133 1 31 9 -46 29 3
I i=._ gg 25-FIR 151 1 61 172 4
SECTION GH 8 ay 6 30 36 ;42=1 9 11,34 1 40 12 42 a 271 341 41 SCALE:NA
2
f6 371 451 55 71 9
V6_KI
W0 40 3_4 -2-7-H-4431+5 8 =25 46 1 53 69, 43 40 g? DE51GN BY:PPMF
JH_ 65 1 80 J51 147 Be 1 65 Ed 1 1231144 �l 84 381 47[ 57 74 1 n-A
T HESE
5 of 13 1 DRAWING
15-14G
TYPICAL SECTIONS G, f AND I MANUFACTURER
AND ANCHOR 5CHEDULE JUST SHUTTER IT INC
1341 5W S.MACtDO BLVD
Z PORT ST.LUCIP
z
EL SECTION I FLORIDA 34985
Tel..(772)201-9919
RECE55CO MOUNT
'x Fav(772)673-0588N #10X3/4' TEKS SILL ONLY
AT ig 121 oc WWW.JU5T511UTrEPJr.COM
5ecTION GPRODUCT:
ADJUSTAULE MOUNT M ANCHORS TYPE
SILL ONLY EDGE CLEARANCE(EC) A, B, C OR D 5UPERNOVA
4'$000 1`51 CONCR=
INTO CONCRETE. SPACED AT 4B'OC
I APPLICABLE FOR ALL LOAD EXTRUDED ALUMINUM
INTO WOOD-2 1/2'(V=D 5G;0.55) _C(E EDGE
INTO Ml!rAL;2'(w;3.'rcmLu=AsrmAws= k L 8 CONDITIONS FROM TABLE I ACCORDION 5HUTTEK
EARANCE
'LARGE 4 SMALL
IMPACTED RATED
(ED) EDGE
STANDARD LOCATION DISTANCE
ANCHORS SPACED 21- ALTERNATE LOCATION
AS PER SEC ANCHORS SPACED ENGINEERING;
ON TABLE (ED) AS PER SECTION Gi
ON TABLE BELOW ENGCO INC. cA.,,,
DISTf= B 5595 OMGE DR.201
DAVIE, FL. 33314
ALTERNATE CED) -- - 5ECTION
F el.,( 4)585-030
4 9
EDGE DIST 'A!TRACK INSET MOUNT el.,
WSILT.ONLY
DE "%Fla4%
ANCHORS D NED
CTION
ON TABLE BELOW F -NO. 2609
STA OF
%
E
ED) EDGE
MAX. BLADE SPAN IN INCHES DISTANCE JUL 8 0 7015
SEE ANCHOR SCHEDULE ON Eriomeer 5M
SHEET 11 FOR ANCHOR TYPE MAXIMUM AN t10R.AGr rpf55LjpE (PTF) BASED ON SPACING IN INCHES ON CENTER FectroLDe Kguemdore 52COS
:
ANCHORAGE SPACING 162
A B C D 132 A as 1 84 60 l6ell321108 84 1 60 MIAMI DADE APP?OVAIj
C- D - -A -III _IC I D I A IR Ir In A B IC ID s E E E E E
16 20 1- 21 25 __ — I 27 32 __ __ .38 45 -2 6 46 21 26 33 46 PRomcrIERVISPO
12 -- 22 -- -- 23 27 8 33 120 20 36 43 25 25 51 60 35 35 12 113 28 34 44 _K2-
SECTION G B 28 33 20 22 41 24 "_142 5 1 0 9 64 58—38 _76 90 153 153 a 34 42 51 66 92BwTdinptbda -
9 86 51 50 6-40
8 32 32 5 67 39 96 K13 123
6 -3 19 26 126 -iu2- 12Q171 ZO
01 40 139 [IQ 124 76 -75 — -T
14 1 4 _ - _T53 0- 72 3-130
........r 35
' 1 28 4 1 15 21 35 42 -- 25 42 51
SEC IONS _ffa 3BI 40 120 27 46- 56 125 134 57_ 9 30 41 1 73 �88 139 53 102 123154 7
G 85 9
G ORF B 40 62 6k 37 50 — _T53 0181 111 a 40 621 93 1241160 1
3 6 2��6 93 124 1160 1
W 4 45 H 0
NO 141 62 6
12 , An
40 140 14U -6 9� 9 �qj� 160 4 62 93 124 1160
04 148 6 4 DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMIr
5HEET DRAWING III;
6 OF 13 15-146
MANUrAMRM'
ICAL HORIZONTAL JUST SHUTTER IT wc
D CORNER 5ECTION5 J
OPTIONAL
SEALANT 1341 SW 5.MAC=13LVO
FORT ST.LUCIE
ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECTION J MIN.A B C OR D Tel.:(772)201-9919
IS NOT NECESSARYI JAMB CLOSURE 4"FR' SECTION J I rox-(772)673-0588
7 WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE wwwju5T5"u1•rEPIT.COM
rc INSET MOUNT
<X 10X1 SDS IA)
AND MTTOM PRODUCT:
4—TRACKS
IA SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION 5HUMR
ORL LARGE 4 SMALL
IMfACTfO RATED
J--
tfNGtNEf?JNG:TIIP BOTTOM TRACKS IfNGC0 INC. ctatt
5 59 5 ORANGE DR.201
DAVIE FL. 33314
T.I.:(9�4)585-0304
tNGCO@AOL COM
IB
ANCHORS TYPE
A, P, C OR D
SPACED AT 24'OC No 52609
ci
DISTANCE
ED ST OF
T
0
SECTION J2
I'D
JAMB CLO5URE
BUILT-OUT MOUNT
\—P1 OR I JUL 3 0 2015
#IOX3 —
iA
Ertemeer
3/16' POP RIVETS 0111, DO Feve",5ra",52609
SPACED AT 24'0C SECTION J3
CORNER CL05URE MIAMI DADE A"ROVAU
I?RODUCrRSVISCD
w amplying%viol dla Fluddo
vandins
w#Lmtt
ion Date 0/9
Uotto
A .
No
I
"j CIL
N
-
DATE:04107/2015
SCALE.NA
7 OR 7A DESIGN BY..rrMf
1B D
(19) PUSH US"
BUTTCM LOCK
LOCATED%ACCORDION
INTERIOR OR EXTERIOR SIDE
5HEET DRAWING#;
7 Of 13 15-1,4G
MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS
HD LOCK 5ECTION5 L JUST SHUTTER ITINC
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34963
Tel.:(772)201-9919
Fax:
.(772)673-0588
OTE:5tium-p,CAN Br LocrED FROM wwwju5TSMUTrERIT.COM
51DF OR OUT5101!BY PLACING LOCKSIDE OR OUTSIDE AS REQUIRED. 55CTION L
LOCK MADE SECTION
CL051!POSITION
moxcr:
JIM
5UPERNOVA
IW4 EXTRUDED ALUMINUM
L ACCORDION'-,tIU7TeR
LAM 4 WALL
IMPACTED RATED
Ri
ENGINEERING:
ENGCO INC.
18 3 5595 ORANGE DR 201
BDAVIC, FL. 333 t4
S IA Tel.;(954)5455-0304
A ENC-W@ACLCOM
DE P
COMMERCIAL MORTISE LOCK W! GENSF
Z
EXTERIOR KEY OR THUMB TURN
AND INSIDE .THUMB TURN No 52609 1
INSTALLED ON SHAPE :9 ANCHORS TYPE
A, B, C 0
SPACED AT 24'13C • IS OF
ALTERNATE 5=QN L I
5E70�NEL LOCY,BLADE IMTH lot-
C'
C'0]
N
[LOCK 71ATIE SECTION STARTER BLADE SECTION
IA
/ ..
IIIL 3 0 200
—AF redra Do rioveurcdo-PC 52609
MIAMI DADS APMVft
cu
LL
17
8A_
SA—/ u uct rao
DL
SB
r _j
I COMMERCIAL MORTISE LOCK W/! DATE:04/0712015
5CALE:NA
EXTERIOR KEY OR THUMB TURN DE5fGN BY:PPMF
COMMERCIAL MORTISE LUCK W/ i AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8
IB EXTERIOR KEY OR THUMB TURN LB
AND INSIDE THUMB TURN 5MEET DRAWING#:
INSTALLED ON SHAPE 8 8 OF 13 )5-14G
MMUFACTURM
TYPICAL HORIZONTAL 5ffCTION5
5TD LOCK 5ECTION5 N JUST SHUTTER IT INC
1341 5W 5.MACEDO 13LVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
I=(772)673-0588
NOTE:SHUTTER CAN BE LOCKED FROM www,jU5T5HUrreRIT,COM
INSIDE OR OUTSIDE BY PLACING LOCK
IN51DE OK OUT510f A5 REQUIRED. t 5ECTION N
6ru LOCK MADE 515CIION
,
(W�w CL05E POSITION PRODUCT:
13m., SUPERNOVA
v;UF— EXTRUDED ALUMNUM
ACCORDION 5tiVTTE'R
LARGE 4 SMAU.
IMPACTED RATED
No
N
N
EF
TC 5"LL
5:1�DOP UT5
JOE�
OR
5C
D By
rF�LOCKED
PLACING
REQUIRED.
Tel.:(954)585-0304
ENGINEERING4
FNGCO INC. uaiet
10 5595 ORANGE OR 201
22A- DAVIE, FL. 33314
\-22 ENGCOOAOL.COM
�-22161
D F1
No
NN
0�9
ANCHORS TYPE
A, B, C OR
D
SPACED AT 24'OC
SECTION N ALTERNATE 5ECf[ON N I ip
LOCK MADE WITti
LOCK I.TI.ADE SECTION
M
OPEN POSTRONSTARTEPADF-SECTION ) WDW N.,
1A ;
L9
AUL 3 lois
—21 15-4 r"'ame"Seal
Pedro Da hemmdo-PE 52609
MIAMI DADS APPROVAL-
whh0wFIMda I
Cb&
AXIIII NO .05 3.og
Eion We
22A 22 bf
IUD80
�22A R-/ 2ER
DATE;04107/2015
22 SCALE:NA
VE51GN ft.FPMF
511EET DRAWING#:
10OF 13 1.5-14G
TYPICAL BLADE ASSEMBLY MANUFACTURER:
BILL OF MATERIALS JUST SHUTTER 1T((ac
13
12 13A ITEM DESCRIPTION MATERIAL MANU CTURER. 1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
I BLADEALU NUM NAS. FLORIDA 34983
.19 to 5TARTERBLADE 6063-T6/LT6 AlUMWUM N.A.5.A. Tel.:(772)201-9919
LPNULY 113 COMP05ITF BLADE 6063- ExAN NASA. Fax:0772}673.0588
20 14 IC FLOATING STACK BLADE W63TGALUMINUM N.A.5.A. Wx-(7727G73-0ERIT.COM
2 CEIUNG TRACK 60G3-T6 ALUMINUM N.A.5.A.
16 0 3 I•/ WALL MOUNT TRACK 6063-TG ALUMINUM NA.5.A.
t4 1H� U2' G063-TG ALUMINUM
4A 'RTRRAACMOUNTTRACK 60046AWMINUM N.AB.&
5 RECE55ED TRACK G%'3-TG ALUMINUM N.A.5.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.A.S.A.
6A AD USTLE MAIM TRACK 6063-TG ALUMINUM SUPERNOVA
HEADER C~ 7 UWO LOCK BLADE O IF 6063 T6 ALUMINUM N,A.S.A. Fj(TRUpEp ALUMINUM
0 14 7A UNIMATE LOCK BLADE LP 6063-T6 ALtA NUM N.A.5.A. ACCORDION ALUMINUM
8 HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A.
8A HD MAIC LOCK BLADE 6063 TG ALUMINUM NA.S.A. LARGE 4 SMALL
SHUTTER
13•#1 0X3•tUi 8B HD ADAPTOR FILER GOG3-T6 ALUMINUM N.A.5A. IMPACTED RATED
BLADE SCREW 9 I'JAMB CLOSURE GOG3TG ALUMINUM N.A.5.A.
410 STAINLESS STEEL 9A 2'JAMB CLOSURE G063 T6 ALUMINUM N.A.5.A.
O i -2X ANGLE 6063 T6 ALUMINUM
11 I/&2X ANGLE 6063-T6 ALUMINUM N.A.5.A. ENGINEERING:
0.19 F2 WTIEEL CARRIER PLATED 5TEEU NYLON N.A.5A �iVVC� INC. Cl,ali6
51U 13 #IOX3'HH BLADE SCREW 410 STAINLESS STEEL N.A.5.A.
c u� 13A B=a,HH BLADE SCREW 41 O STAJNLE55 5 N.AS.A, 5595 ORANGE DR.201
14 0.44'DIAM.FLAT WASHER STAINLESS STEEL N.A.5.A, DAVIE, PL. 33314
d !5 0.46.0 x 0.93'FLUSHING NYLON N.A.9.ATel.:(954)585.0304
i 6 0.46.0 x 0.65'WHEEL BUSHING NYLON N.A. A.5. ENGCOQACL•COM
I4 I B 14—/ ._._ 19 PU5 •BUTTON IDCK
20 I r$3/8'WHEEL SPACER NYLON N.A.S.A. fiff'r'rr'+r'+M
15 tA11tEWL 2L• 1/I9-I IX?- 1114 I-WANGIS GM-T5 ALUMINUM N.A.S.A. (ff!f E. �•'y
4 14 22 5T0 FEMALE LOCK BLADE G063-TG ALUMINUM N.AS.A.
13 isn ,��f ��
t3A-Bt0X2•HH 22A•' STOMAPLOCK BLADE 6063-T6 ALUMINUM NASA •� ,+ti\CENs�Nrf1�w,
BLADE SCREW - 22B STD LOCK KEEPER 6063-76 ALUMINUM N.A.5A �[
q 10 STAINLESS STEEL N0:52609 ��»
0.Soo D,a o 0.390 p STATEOF
01 0.390 0.44 0.03
O�1�ssF�OI110`ti� �
'YYYP1111 I���YYYY Q
d--i—� a o dflT dam) i k'y*marrrrt"f
01 370 — —C-" _ _ JUL 2 0 2015
♦� w STAINLESS
.44'0 - -- - - - -- _SML _ - _ Cngmeer Seal
PIAT WASHER ANCHOR SCHEDULE Prw1ro Dc Plgve:redD-PE 52609
L 6- N 0X,65' L 5-.46"U X.93' DESCRIPTION EMB MIAMI DADS APPROVAL:
NYLONWTIFJ3.BUSHING- NYLON BU514lNG - -- __ .
20-112'0 X 0.36' - A I/4'-ITW-TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 !r FROTWtit ABYISED
NYLON WHEEL EL.CO ULTRACON INTO 2700 P51 CONCRETE --- 1:75 - _ _ _ MOMplyl wilhOwFlDdd.
SPACER Al i 4" TAPCON NTOCONE BLOCKI Bull"code
14•ELCO ULTRACON INTO CONCRETE BLOCK 1.25 Alma No 0 0;
- -- - I - OX I ALL POINTS 5OLID-SET INTO 3.0 KSt CONCRETE 0.875 3.0 0O Da10 !9
Bl 114-20XI ALL POINTS 501.I0CT INTO CONCRETE BIO - - -O. 0 8}
C ' NTOG= 5 1.50 1. attcai Control
S WHEEL 5VATCARRIER D 1/4'-14 SELF DRILLING 5CREW5 INTO I/8°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH '
o NYLON WHEELS E 1/4'CRETE-FLEX 554 INTO 3000 f-51 CONCRETE 1.75 3.0
r6L E I 1 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 PSI) 1.25 1 3.0 DATE:04!07/2015
NO:C5, ED:EDGE DISTANCE SHALL B[WICIND WALL DRESSING SCALE:NA
.D EIV13,11@CDM"IrSMLL UK 5511 WALL DRESWIG DE5IGN BY:PPMF
W 2/4•TAFCON.)M'CREfE.PLLY,1114 WOOD SCFWAG CAN DC USED IN WIACE OP i14'LAG5CRM
_ C)
5HEET DRAWING N:
I 1 OF 13 15-146
t
i
SHUTTER COMPONENT5 MANUFACTURER:
;;4,
4.56 3.92 JUST SHUTTER!T INC
4,54 06 3.23 0.76 -
4,00 1341 SW 9.MACEDO BLVD
r� o m 1.24 1.99 o.al z.es PORT ST.LUCIE
N ci S a97 Q FLORIDA 34983
d6Tel.:(772)201-9919
.21 a d > Fat:(772)E,73-0586
ti 1.23 IB COMPOSLTE `� t e `r WWW,JU9TSHUTtERIT,COM
I-0.05°ACCORD BLADE N ALUMINUM/LWM L9[ADE 2 4
EJ 1.4 d Ll5m POLYCARBONATE APPROVED 7A-UNIMATe W/LP
AS PER NOA 13-0717.01 7-UNIMATE LP LOCKING BLADES Q.41
1 STARTER BLA XL 102UV LC CAIN E5 PRODUCT.
4.61 1.83 0.51 P.31- n±. ,s
::1-7 SUPERNOVA
�--^--4.08 �iy e�•-•-� 1,77---- 52 m to EXTRUDED ALUMINUM
I} "-1.56- » ACCORDION SHUMP,0 Lance a SMALL
n 0.$6
IMPACTED RATED
by d -'-- -�'-� N-�" �'• O m P 8B-ADAPTOR FILTER,
TV 1 C-0.05'FLOATING STACK BLADE 0.61 N o ni USE WISH 8 AND 8A
0.07 mo N�� 1.99 8 m ENGINEERING:
2-INSETTRACKwRG �TLONAL d d 3. ENGGO INC. CAai16
HEADER/SILL MOUNT L_2�_ J�1, ---
0.64 5595 ORANGE DR.201
0.t3 2.1-INSET TRACK W/0 RG 0.OB SP,MALE HD a08 EL DAVIE, FL. 33314
HEADER)SILL MOUNT .._. .. LOCKING BLADE .. Tel.:(954)585-0304
-,.•1Wf(/Y END RECEPTOR 8-FEMALE HO ENGC,OOAOI.GOM
WMICAIilE LO 3.83 LOCKING BLADE
...i}....
TRACKS 3,3I
-1 CIAO 3A aV030.1 upi .�'�.' n _ M 5-RECESSED TRACK i'lirt;` E
~d + o a 60 01 Slli.MOUNT ONLY
d
A 10 .. 0.77
2.93 o,66 "'Y-r Qob 4Qa N4. 2609~o
gyp•
0.79 tai
o 0.61
++ d o.07 -� N „0 06 T `� exe ��.t '�( OQ r ���'•
I t OPTIONAL ,°�,..� �• .1 �r '?I 9B-ND LOSURE +•��i� +•"OR 1•n°`
BUILD-OUT TRACK, o d d o ip j �� tt
0.B6 �' HEADER)SILL MOUNT B �T d q�ONa�•tiStp�it
$A.1-2•BO TRACK W10 2,70---� .
�- -- B- 0.61 - _ RAIN GUARD(RQ 22B.LOCKKEEPERIN5ERT
U.07 -_ 22-FEMALE STP 22A•MALE STD 9-I'JAMB CLOS JUL 302015
RG 'LOCKING BLADE - - - LOCKING 15MF
OPTIONAL in Emgmeer Seal
3-V#J�BUILT-OUT TRACK Pedro De P+gverceda-PE 52609
--HEADER/SILL MOUNT
I'UJ'DOTRACK WiD' --- - -- - - - - 0.25 9A 2 JAM 05 MIAMI 3.70
0.I25 -
' BCL URE
RAIN GUARD(RG) -2.43 -2.07---..- - - --. ---.. ---") _-_ +_.�-- __ _.. � - - PROI)UC7RtiVISfiD
91 0.097 -. _ ca0ylyingwt 1
uI _'Oi heFlotitla_
0.06 -
7:
0.86 qh n d - - - - - `Z - ,zq- - ---
�s -21-I/tG'THICKANGLts- Br CenR
d d 1
0.b! Qom' 0 0.83 0 6063-T5 ALUMINUM ALLOY MiumL -
N ui tv u�3 SIDE CLOSURE USE ONLY
2.61 0.75 +'+
�+ 9 i
d d 0.07 2.0----2.23 A 07 3.36 N; DATE:04/77/2015
.I SCALE:NA
B. T}-»I.i 6-ADJUSTABLE FEMALE HEADER/
MOUALE 2 DESIGN BY:PPMP
-3.37
HPADEW SILL MOUNT HP.ADER/51LL MOUNT _
4-WTRACK SHEE DRAWING N:
SILLMOUNTONLY ICK; 10-1O-!/4"THICKANGLES �-+1' OR 1,5'� l SHE2 or t3 15-146
NG
60S3-TG ALUMINUM ALL 5063-TG ALUMINUM ALLEY
MANUFACTURER:
SECTION X JUST SHUTTER IT INO
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 134 I SW 5.MACEDO BLVD
13Ef WEEN WOOD TRU55E5 PORT 5T.LUCIE
FLORIDA 34963
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JU5T5H UTIEPJT.COM
0.63 1 0.62
1.25 1.25 1.25--t--j
I (u .
(4 PER RAFTER) A N PRODUCT
1/4'X 2 1/4 FH TAPCONS o SUPERNOVA
WITH 2' MINIMUM I/4`X5'6063-TG ALUMINUM PLATE
.PENETRATION INTO HOOD ACCORDION
NSHUTALUMINER
ACCORDION SHUTTER
�I LARGE 4 SMALL
5.00 IMPACTED RATED
N�
5 1/4'X5' OR 1/B-XS' 6063-T6 oT ENGINEERING:
= 2,2A ALUMINUMRAFTERSATLATEMAXSECUREMUM D TO I ALTERNATE TO PLATE ENGCO INC. CABI IG
SEE TABLE BLOW FOR SHUTTER of
om SPAN & PRESSURE 1/4'X27(5"6063-T6 ALUMINUM ANGLE 5AVI ORANGE DR.201
T DAVIE, FL. 3.03 4
W 1 1/4'-14X 2' SELF DRILLING SCREWS -._ Tel.:(954)585 0304
a z SEE SHEET 5 MOUNT TYPED ENGCOQAOL.COM
a a ANCHOR TYPED FOR ANCHOR SPACING
IIII/I/IIIP/N
4 O:
No. 2609
sra
1IM516063-TG ALUMINUM PLATE �G�3'p�0 00 y►��`�
ALLOWABLE DE5IGNED PRE55URE5 ALLOWABLE DE51GNED PRE55URE5L
FOK5ECfIONXWITH IM ALUMINUM PLATE FOR5ECIIONXM I/VALUMINUMMATE
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE5tGNED
SPAN PRE55UPE(PSF) 5PAN PRE55URE(P5P) JUL 3 O 515
x
IN BLADE I BLADE I B (IN) BLADE I BLADE 115 C3 T Engineer Scat
60 ±159 :±159 60 ±99 ±99 � T Pedro De Piguoredo-PC 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO PLATE DO
84 ±113 ±1 13 84 ±71 ±7 I 1/87(27(5°6063-T6 ALUMINUM ANGLE ni MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±G6 ±66
- 108 ± 88_ ± 88 108 ±55 ±55 MOw�R'viscD
s mmtlying with The Flwvdo"
12G ± G8 ± 68 126 ±47 ±47 -
Bm•Idigg Cale
132 62 ± GI 132 ±45 ±45 AeceptancCM
144==[=+4=k52 +45-47 144 ±41 ±41 19
I G2 +30,-40 +28;_33__ 162 ±30 +28,-30 py -
IHltm Oedo u•Contro
NOTE: I- UNEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE 5PAN 512ES DATE:04/07/2015
5CALE:NA
DESIGN BY:PPMF
I
SHEET DRAWING#:
13 OF 13 15-146