HomeMy WebLinkAboutProduct Approval RECEIVED MAY 2 4 2012
MIA%DADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
CYYOTICE-OF A-CCFPTA►NCE(NOA)-- -� www.minmidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
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
revolve,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: "Supernova"Aluminum Accordion Shutter System
APPROVAL DOCUMENT: Drawing No. 15-146,titled"Supernova Extruded Aluminum Accordion Shutter
sheets i 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 after 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 914-0708.05 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S.
MlAMtDAQECOUNTY —
NOA No.15-0513.03
L,xpiratiDnDate:_OS/I4�/2019
Approval Date:08/27/2015
O8 f Z 7 f 2o)S Page 1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-0708.05
A. DRAWINGS
1, Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I 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 01, 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., certifying 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, Inc., 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 ofRegulatory 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 drawing(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.
S-U--R -�-K N--0V A�--- JUST SHUTTER IT
1341 SW S.MACCOO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER PORTST.LUCIE
FLODA 34983
LARGE M1551LE IMPACT RE515TANT Tel..RI(772)201-9919
Pan:(772)673-0588
WWW.JUSTSHUrTeRff.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO CA51LY ENCL05E AN AREA,PROVIDING PROTECTION PROM HURRICANE FORCE VANDS 5UPERNOVA
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DE51GNm EXTRUDED ALUMINUM
PRF-55UUS AND LIMITATIONS STATED IN TH15 APPROVAL. ACCORDION 5KUTTfR
LARGE 4 SMALL
2-CODE:TH15 PRODUCT HA5 BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VfLoclly IMPACTED RATED
HURRICANE ZONE(hVHZ)OF THE 2014 FLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING
THE FOLLOWING: ENGINEERING.-
ENGCO INC. CA 6116
JUST SHUTTER IT INC-FORT ST.LUCIE v FLORIDA 5595 ORANGE DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTfK TABLE OF CONTENTS: DAVIE, ft. 33314
MIAMI-RADE COUNTY PRODUCT CONTROL AppROVW
Tel.;(954)585-0304
ENGCO@AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED EIA5ft)ON THE A5CE 7.10 AND pR0VjDED,ByA
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT,THE CALCULATED DESIGNED I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS ......%.1
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER COMPON16T TO 13E 2 TYPICAL ELEVATION,ALLOWABLE EILAI)f PRE55URE TABLE 1, 1 A AND GLA55 01 pt S..'
USED. 00 *-" "� I
8,F/
'y
SEPARATION TABLE 2 X
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE Or 6063-T6 OR AS NOTED. h(0,5 609
3 TYPICAL SECTIONS A.15 1.B2,83,54 WITH ANCHORAGE TABLES 2
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS 5HAU-BE AS SPECIFIED IN THE CURRENT SET OF
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4 TYPICAL SECTIONS 5 4 C WITH ANCHORAGE TABLES STAT F
7-USE.IT SHALL OF THE RESPONSIBILITY Or THE CONTRACTOR ARCHITECT OF ENGINEER OF RECORD 5 TYPICAL SECTIONS D,V.t GH WITH ANCHORAGE TABLES k
TO VERIFY The FOLLOWING:
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL SECTION5 F.G t I WITH ANCHORAGE TABLES wo 11
ANCHORAGE.
CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS'JI
712-THE SITE smaric PROJECT CP JUL 3 0 2015
REQUIREMENTS,DESIGNED PRE55URE5 ETC, Emmew Seal
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO The SPECIFIC PROJECT. a LOCr,MALE 4 FEMALE SECTIONS'V red,*Da rkjoemda-PE 52609
8-33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN or THE ANCHORS 9 LOCK UNIMATC 5ECTION5 W1 MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL HOWEVER.WOOD ANCHORS WITH 1.6 LOAD DURATION C
IN REASP
FOR MIND LOAD HAVE BEEN USED. 10 STANDARD LOCK SECTIONS IN, FRODuaraviscut
Is COMPI*4 With tho Flwida
I I BILL Of MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. vadinsowk
Acmxmw N.
USER MTRUCI`10145: 12 COMPONENTS
fly
M' 1} durl Cantto
1-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR 13LA.
OR F I
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE-NA
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS DESIGN BY:PPMF
PER SHEETS 3,4,5 4 G,SECTIONS ARE INTERCHANGEABLE.
5-THE LOWEST PRIE55LIAE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DE51GN SHEET DRAWING#:
PRE55URE FROM GENERAL NOTES 4 1 or 13 15-146
MANUFACTURER:
JUST SHUTTER IT INc
INTERIOR'(EXTERIOR 1341 5W 5.MACEDO BLVD
TABL>= ( TABLE I A ��1 6j PORT ST,LUCIE
MAXIMUM-AL1DWABa U I BLADE MAXIMUM ALLOWABLE N 1 4 N 113 BLADE5 T FLORIDA 34983
5HUTTER SPAN X PRE55URE SHUTTER SPAN X PRE55URE 1� 100•)� Tel.:(772)201-9919
BLADE SPAN PRESSURE(PSS BLADE SPAN PM55URE(PSE) J ALL ALUMINOM"BLADES Fax:(772)673-0588
INCHES P N INCHES G 1 t WNW,JU57SHUTTERIT.COM
6 0 I G I I - INTER)OR/:15(Xi'ELUOR..�
GG 158 158 GG 158 158
72 144 144 72 144• 144 PRODUCT:
78 133 133 78 133 133 INTERIOR/EXTERIOR
84 124 124 54 124 124 6� SUPERNOVA
90 116 I I G 90 IIG I I G L L ) COMBINATION DMI)ED ALUMINUM
96 1 O8 108 9G 108 108 too* ALUMINUM/LEXAN BLADES ACCORDION SHU P,
104 100 100 104 100 100 5L-De5 CAN Be ARRANGED IN MANY LARGE 4 SMALL
108 93 93 108 93 93 rN�o COMDINATION5l5REOUIRD IMPACTED RATED
114 83 83 11-4 83 83 1B 1B
120 75 75 120 75 75 INTERIOR/EXTERIOR
126 68 G8 126 68 G8 ENGINEERING:
132 G2 G2 132 GI GI ENGCO INC. CABIIG
13B 57—�57 138 53 53 INTERIOR/EXTERIOR
[)44 �4$-4 52—�+ 144 45 47 5595 ORANGE DR 201
150 41 48 150 38 42 )g 1B� IH� D fV l(954)L585.0304
162 30 40 162 28 33
ALL-LEXAN BLADES - - ENGCOQAOLCOM
k07E53.......
J
1-ACCORDIORSHUTTER BLADE SPAII(INCHES)FOR ALL CONDNIOTLB1 H
2-PRCSSURC.DESIGN%111)LOAD M )H .. E F1
9-UNWR INKkP FnON I9 ACCEPTABLE FOR DF9lGN W1ND LOADS AND D1ADC 5^AN BCrWEQ! tTmop/EXTERIOR r A•O\, DE F/d''�,,
TABUlATCU.VAIDCS. ,, `,".
4-Me YABILIAWHEN CLIC OR MORETwC ID BLADE IS USED r,� `t
5-BLADE REV[3t5ED INSTALLATION 15 ALLOWED FORAM MOUHCOI
TED OMM EN8
°V
�C
Q �
T � No. 2609
ABLE 2
* 1*z.
MINIMUM SHUTTER5EPARATION FROM'GIAZING STAT F
TY-1- ELEVATION-a_ TYPICAL�055-5EE000N`
A,B,C,D,E,GH X ..
-� GLAZING SEPARATION (INCHES) +�+crw....R 1 Qp+ ��p•�
TDP TRACK "-%';"/-0 �TGA
BLADE TYPErBUDE SPAN +„ ��� ���,'
< 16z• JUL 3 0 2015
ALUMINUM 2 3/4' 3.125° Engmeer Seal
¢ n GLA am ALL ELVIATION5 Pedro De Plgvaredo-PE 52609
N LFXAN 3' 3'
d i <=30'ELEVATION MIAMI DADE APPROVAL:
0 -' M. N ,�„ PRODUCT REVISED
Y a (I u LEXAN 2 I/8' 3° 3° �oomplyiag wldTihe Florida
U Baildin Code
¢ >30 ELEVATION
iimo 0 05l 03
r L�19
NOTES:
W L 1.5uARATION rROM Gain AREAS SHALL BE mEA5u=PROM
W GLAZING SACC TOJ11C R R OST RUDE OR IOCKgURPACC. j D act COnIrO
H •2=CsiT35-SLPAFA0017'1S APr1LCMLC rFRTHG HVHE IBRON�ADID^�^-•--�� .
---MIANrt:DADE'COUNTIES).'� -` J'T
2 &WM11R7 SHUTTER 19 A99CMDlCD W1D1 BOTH T1TEg OP 0Um8 THC
N
__I..� WCGtST GLASS gL9ARATIDII gHALL AFrl.
DATE:04/07/2015
SCALE:NA
A,B,81,B2,63,84 HDTTDM TRACK DESIGN BY:PPMF
CDEFGI,GH
SHUTTER WIDTH <S41>
NO LIMITATION
SHEET DRAWING
2 N:
15-14G
MANUFACTURER:
TYPICAL 5ECTION5 A,B 1,B2,133,134
AND ANCHOR 5CHEDULE -' L/1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR o z 810X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT ¢a AT 12' DC t341'SW 5.MACEDO BLVD
131117-0UT ON ANGLE SPACED AT 12'DC w� PORT 5T.LUCIE
HEADER OK5ILL IG FLORIDA 3498301
oPTloNtu Tel.:(772)201-9919
SECTION B4 Fax:(772)673-0588
2,2A 11 r- Cxm 6 ADJUSTABLE TRACK
1 I ON REVERSE ANGLE WWW,JU5T5"uTrERfT.COM
m EMBED. w SILL ONLY
ti w of i` ANCHORS DESIGNED PRODUCT:
tv. 6AES AS PER SECTION H4
ANCHORS DESIGNED = 10 r ON TABLE BELOW SUPERNOVA
AS PER SECTION A w 8q EXTRUDED ALUMINUM
z �F+ DN TABLE BELOW
1/1 H ACCORDION SHUTTER
a 1/4-14X1'GRS'SDS OR LARGE 45MA11
= y _ 1/4-20X3/4' PHMS W/NUT I IMPACTED RATED
w w SPACED AT 5'OC EMBED. -1I
in
SECTION 131
N 1/1 B 'A'TRACK ON ENGINEERING:
REVERSE ANGLE
SILL ONLY -I ENGCO INC. CAbI16
ohm I/1 B 5595 ORANGE DR.201
�- ANCHORS DESIGNED °n 5ECTION B3 DAME, ) 5.03 4
1 7 w (954) OLCO 04
.. sum AS PER SECTION III w AT'12'4' TEKS ADJU5TABLE ON ENGCO aQnOLCOM '-
t� Tel.:
4 - --- --- 11--> q^N ON BELOW a_ AT'12' OC STD.MGLe
~ SILL ONLY
1.A H
]/4-14X7'.GRS SDS OR _ v w n"0D I i; ANCHORS DESIGNEDOE F/�U'•�.
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6 AS PER SECTION B3 /f
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SPACED AT 12'13C _ _ Z v o f IVO. 2609 }�
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as 10 j EMBED '�A�'`,ti(�R pP'r•'f���i
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x -J ON TABLE BELOW •�imirrri�
16if- L/4-20X3/4' PHMS W/NUT
W UPTIUNAL r W SPACED AT 5'Dc JUL 3 0 2015
a
� ram - Engineer Seal
- v MAX. BLADE SPAM IN INCHES
` Pedro De Pgunredo-PE 52609
4 11 :i EBBED.-� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(P5F)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DnDE APPROVAL
SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 RRODUCT'RHv]SFD
1/4-14X1' GR5 SDS OR q iRACKON s E ES E EI E E1 E1 E E1 Q1COi� "'aD'�0"d0
1/4-20XI/2' HRMS W/NUT sroANGLE 14 40 31 62 38 93 46 124 60 160 84 8w1dmBCbde
SPACED AT 12.00 SECTIONS AoxplmxoNal - S/3.o3
SILL ONLY 12 40 36 62 44 93 54 160 70 1 0 98 B:ql Ilon Dam o .�J4
A,61,82 8 40 4 62 62 93 81 124 105 160 146
83.84 6 40 40 62 62 93 93 124 124 160 160 �Y
MAX. BLADE SPAN IN INCHES 4 40 401 621 62 93 193 124 124 160 160 Ml�nlp c Cmrrr
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRESSURE (P5F) BASED ON 5 P A C I N G IN INCHES ON CENTER
DATE:0 4/0712 0 1 5
ANCHORAGE SPACING 162 132 1 108 84 60 SCALE:NA
A Al B IBI IC ID A Al III IBI IC ID I A JAI III IBI C D A Al H Bf C D A Al B B1 C D DESIGN BY:FPMF
14 40 -- 40 40 40 40 62 -- 62 49 6 49 90 22 93 60 92 60 116 29 124 77 118 77 160 40 160 108 160 107
SECTIONS 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 26 40 40 40 40 62 32 62 62 162..L62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
83,84 6 35 40 40 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 124 124 124 l60 94 1601-1601160 160 SHEET DRAWING N:
4 40 140 140 140 4D Irp 162 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 16D 160 160 3 OF 13 15-14G
MANUFACTURER
TYPICAL SECTIONS 5 AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 5W S.MACEDO BLVD
FORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
t AS PER SECTION C fax.(772)673-05M
ON TABLE BELOW WWW.JUSTStlUTTERiT.COM
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<
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lo- PRODUCT:
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w SUPERNOVA
EXTRUDED ALUMINUM
ACCORDION SHUTTER
16
OPTIONAL LARGE t SMALL
ANCHORS DESIGNED IMPACTED RATEDU3 T
to tL
;2,2A AS PER SECTION D z 2/IB
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�-'"»WAIrMOUNT VATH— ENGINEERINQ
TRACK 3 OR 3A
ECTION B ZZ' 11MER OF 5ILL FNGCO INC. ....,
OUXT-Ourou 5595 ORANGE DR.201
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ANCHORS DESIGNED
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SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMU _GE Pplf-55URE (PSP) BASED ON SPACING IN INCHES ON CENTER, JUL go 2015
ANCHORAGE SPACING 162 Y 2 4 O&b 1 60 . engineer smit
A Al HI IC ID I A--� Al III IBI IC III aAti hAl III IBl IC ID A Al B BI c O Pedro N figuairedo-PE$2409
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4 -145 40 1»5 108 146�10 7
0 - An [An [An [An
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5
B&C 1 40 26 140 140p 1:40 4OU 62 32 162 162- 86 124 15L� 124 111 1 160
0 1 5
,6 14 62 162 2 93 39 193 1111241111 160 71 160 156 160 155
160 jO 160 fQOD
6 1 40 13 UCrRPVISED
5 140 11 62.143 162 62 62 1 93 5e 153 111 Z3 Z93 53 94 160 1 60 160 160 complying with the norida
4 40 4LI 140 1 0 160
a 1 0
140 140 140 1 62_162, 162 162 162 162 1 93 76 i 933 193 193 93 1 124 198 124 124 124 124 160 1317 1611 160 160 )GO owdins coda
A—plance No jjr-6��]
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MAX. BLADE SPAN IN INCHES By
.0 kl-
SEE ANCHOR SCHEDULE ON -(9uctCnntrol
SHEET 21 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5f)
ANCHORAGE SPACINGE1)--i BA5D ON SPACING IN INCHES ON CENTER
IT' 1 2 1 108 1 84 60 DATE:04/07/2015
1 ci I' r I rl I F I rt I r I I'l I r 1 171 E ES SCALE.NA
31 62 38 97 46 112 60
14 40 1 , * 157 84 DESIGN BY:PPMV
SECTIONS 12 40 36 62 44 93 ;�4 0 TUN
11
B&C 8 40 0 62 -9-3 7 1124 99 168 2158
6 40 40 62 62 93 89 124 113 160, 158
-4--40 40 — - - -- --
4 5HEET DRAWING#:
4 OF 13 4G
MANUFACTURER,
ANCHORS DESIGNED TYPICAL 5ECTION5 D.If*GH ANCHORS DESIGNED JUST SHUTTER IT iNc
AS PER SECTION D---� AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW 11-11 ON TABLE BELOW 1341 5W 5.MACED0 BLVD
FORT 5T.
LUCfE
(ED> EDGE (ED) EDGE FLORIDA 34983
A
DIST NCE -9919
DISTANCE Tel.:(772)20f
ED rm(772)673-0588
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ED
2,2A TR
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cr=
SECTION D 5UPERNOVA
T— INSET MOUNT Wj ED) EDGE 2
TRACK 2 OR 2A EXTRUDED ALUMINUM
DI STANCE
W Z "MERORSILL ACCORDION 5H{UTTER
LARGE t 5MALL
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. ........- SPACED AT 12'OC ENGINEERING:
ENGCO INC.
5E [ON Gh
JUSTADLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED PMADER I SILL DAVIE, FL. 33319
cn AS PER SECTION ETel.:(954)565-0304
ON TABLE BELOW
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3,3A
1/4-14XI* GR5 SDS OREFf.......
_SPACEILAT IE-13C Y,
No.' 2609
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MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON
jUL 80 2015
SHEET 11 FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRE55UKE (P5F) BA5ZD ON 5PACING IN INCHES ON CENTER I Enmec,5cal
ANCHORAGE SPACING 162 1 132 108 -raw-w 60 162 132 108 84 60 Pedro Do Fwjvcwccio-FE 52609
A B C ID I A IB Ir iD A B C ID (Al B C D -A B C D s E E E E E
116 L 22 7 -'�i-3 52 25 3 -60- MIAMI DAVE APPROVAL-
27 20 34 40 10 24 72 36 143 16 28 34 41 53 74
L
L
2 30 36 21 37 44-122 T-6 45 54 26 32 58 69 34 41 -'9-1 97 48 12 3-7 4-5 -95-71-'§-9-
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ix
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MANUFACTURER:
Typi,CAHIGRIZONTAL---- JUST SHUTTER iT INC
JAMB AND-C-OR-NER-5EC-TIONS-
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SHEET DRAWING#;
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
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1341 5W S.MACEDO BLVD
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10 OF 13 15-146
MANUFACTURER:
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13
12 13A ITEM DE5CR1PTION MATERIAL MANUF LTURER 1341 5W 5.MACEDO BLVD
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16 0.19 IA STARTERBLAOE GOG3-TG ALUMINUM NA.S.A. FLORIDA 34983
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6 ADJUSTABLE FEMALE TRACK GO63-T6 ALUMINUM N.A.5.A.
6A ADJUSTA E MALE 6063-T6 ALUMINUM N.as.A' SUPERNOVA
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0. 14 7A UNIMATE LOCK BLADE W LP 6063-TG ALUMINUM N.A.5.A.
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13-N I OX3'Hit 8A HD MALE LOCK BLADE 6063-TG ALUMINUM N.A.5.A.
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410 5TAINLE55 STEEL S 1'JAMB CLOSURE GOG3-T6 ALUMINUM N.A.5.A,
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SILL I3 d I0X3'HH BLADE SCREW 410 STAJNLPSS STEEL N.A.5.A.
o ! 13A N I OX2'HH BLADE SCREW 410 5TAJNLE55 STEEL N.AS.A. 5595 ORANGE DR.201
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14 IB 14 � 19 PUSt6BUTT0 LOC
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. NYLON WHEELS E 1/W CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1.75 0 3.s E 1 1/4'GKETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) I.25 3.0 DATE:04/07/2015
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5HUTTER COMPONENTS MANUFACTUREt-
4.5�6 192 JUST SHUTTER ITINC
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13 Of 13 15-146