HomeMy WebLinkAboutProduct Approval M�IAM�I•DADE MIAMI-DARE COUNTY
1;111W 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
[=_KOTICE OFACCEETANCE-Q! A) www.miamidade.eov/economm
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
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: "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.
ADSSILE 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 heroin.
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#14-0708.05 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.Malar,P.E.,M.S.
FDADECOUNTY NOA.No..15=0513.03
MIAM
/2/✓'� Expiration Date:08/14/2019
Approval•Date:08/27/2018'"
08/Z7/?1015' 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 ll,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.,dared June 26,2014,signed and sealed by Mr.Pedro De
Figuriredo,P.E., certoing that the drawing(No. 14-131)prepared for Just
Shutter It,Inc is engineering wise identical to NASA'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.
�{e my A.Makar,P.E.,M.S.
Product Coutrol Unit Supervisor
.OANo.15�0513.03
Expiration Date:08/14/2019
Approval-Dafe: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 tinder 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.
HiKy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA 146.15-0513.03
piration•Date:'08/1472019
Approval Date:08/27/2015
E-2
M"Uf'AC'rUIMF---
t7'--I- E-R N -V--A=--- JUST SHUT'TER IT INC
1341 5W 5.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FORT ST.LUCIE
FLORIDA 34983
LARGE M15511-If IMPACT RE515TANT Tel.:(772)201-9919
Fax:(772)673-0588
WWWJLJST5HuTrPRIT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-hVHZ
I-DEFINITION.TH15 PRODUCT 15 AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND PRODUCT:
ERECTED TO CA51LY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED SUPERNOVA
EXTRUDED ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL.
ACCORDION SHUTTER
LARGE 4 SMALL
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY 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;
ENGICO INC. CA 8II6
"JUST SHUTTER IT INC-FORT ST.LUCIF i FLORIDA5595 ORANGE!DR.201
SUPERNOVA EXTRUDED ALUMINUM ACCORDION 5HUTTER TA13LE Of CONTENT5: DAVIE, FL. 33314
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED"
Tel.:(954)585-0304
SHEET ENGC0@AOLCOm
4-LOADS;DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY A
PROFESSIONAL ARCHITECT OF,ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULA.TrD DESIGNED I TABLE Of CONTENTS,GENERAL NOTES.USER INSTRUCTIONS .......
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES Fop,EACH TT
EACH To BE DE Fjg,%.
USED. 2 TYPICAL ELEVATION,ALLOWA13LE BLADE PRE55UM TABLE 1, 1A AND GLA55
4,pl I-
SEPARATION TABLE 2
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE Of 6OG3-TG ORAS NOTED,
No 5 609
3 TYPICAL 5ECTION5 A.B 1,B2,B3,B4 WITH ANCHORAGE TABLES
G-FASTENERS:ASSEMBLY 5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET Or
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL. 4' TYPICAL SECTIONS 5 4 C WITH ANCHORAGE TABLES STAT F
ACTOR,ARCHITECT OR ENGINEER OF 5 TYPICAL.5ECTION5 D,f t GH WITH ANCHORAGE TABLES
7-USE:IT SHALL BE THE!RESPONSIBILITY OF THE CONTRACTOR, pi
TO VERIFY THE FOLLOWING;
7.1-THE STABILITY Of THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER G TYPICAL 5wrmS F.G 4 1 WITH ANCHORAGE TABLES
ANCHORAGE. -
JTERtA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER 5ECTION5 7.2-THE SITE SPECIFIC PROJECT CR JUL a 0 20b
REQUIREMENTS,DESIGNED PRE55URE5 ETC. Ewjmcer Seal
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. a LOCK MALE*FEMALE 5ECTION51! Pedro De Naciredo-PE 52609
8-33 UZI%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 5 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL:
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE
FOR WIND LOAD HAVE BEEN USED, 10 STANDARD LOCK SECTIONS 141 PRODUCrRt-VIS11-13
93 complying wilh the FWda
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. DuildinuCbdo
AccWwNo�.-061F.00�g
tJ�t Ion Datea 19
USER 11,15TRUCTION5; 12 COMPONENTS
I-DETERMINE PROJECT DESIGN WINE)LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 5t!C'nON'X'DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE551JR9 ON TABLE I OR TABLE I A.
DATE:04/07/2015
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. SCALE,NA
DE51GN BY.,PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION Of SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 4 G.5ECTION5 ARE INTERCHANGEABLE.
5-THE LOWEST FRE5-9URE FROM ITEMS 2 AND 4 ABOVE MU5T NOT EXCEED THE REQUIRED DE51GN SHEET DRAWING#:
PPE55URE FROM GENERAL NOTES 4 1 or 13 15-146
,
-
_
_
�
�
4-tr,ETAKE IAvvMcNvcxmoRETvrr 01 DE F/
`
MINIMUM SHUTTER SEPARATION FROMIGLAZING
'
MANUFACTURER:
TYPICAL SECTIONS A,131,132,133,1134
AND ANCHOR SCHEDULE — —f 1/1H JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR a z #10X3/4' TEKS
SECTION A 1/4-20X1/2' HHMS W/NUT �a AT 12' OC 1341'5W 5.MACEDO DLVD
BUILT-OUT ON ANGLE SPACED AT 12'OC w 1A PORT 5T.LUCIE
HEADER OR SILL 16 FLORIDA 34983
OPTIONAL
2,2A--,,, 11 r rxN 6 ADSECTIIOle TRACK Tel.:(772)201-9919
Fax:(772)G73-0588
- I ON REVERSE ANGLE WWW.JUSTSHUTTERIT.COM
-EMBED. w SILL ONLY
csmI v, ~ 0 6A 7 i` , ANCHORS DESIGNED PRODUCT:
wrkg �,�' AS PER SECTION B4
ANCHORS DESIGNED = 10 ;. W a ON TABLE BELOW
AS PER SECTION A c w� 5UPERNOVA
z �$ OEXT
N TABLE BELOW a RUDEDALUMINUM
c B ACCORDION SHUTTER
z y :v c 1/4-14X1'GRS SDS OR `. LARGE 4SMALL
UT
w 1/4-20X3SPACEDMATW5NOC IMPACTED RATED
w a EMBED.---I
SECTION 131
y H 'A'TRACK ON ENGINEERING:
REVERSE ANGfE
SILL ONLY -I ENGCO INC. ,8116
rrco "''"�`"+'�'• ¢ j/j g 5595 ORANGE DR.201
1'1'/'l
ANCHORS DESIGNED 0- SECTION B3 DAVIE, FL. 3331 4
' L9 AS PER SECTION B1 w #10X3/4' TEKS Tel.:(9'54)
4 - ----... .--- 11--+' . f?, ON-?ABLE-BELOW :-:-....•- .Q. -. .. .. AT'12' OC -. ....-. . . ADJUSTABLE ON - - -. ENGCOQAOL.COM --
H 1- STD ANGLE
�: �a w � {�:•:.�•.;::. SILL ONLY ., .rrrrrarDE....�,..�.
- _ mw ANCHORS DESIGNED �.``r'
TA, w r, AS PER SECTION B3 �.`�,+°v\ Sill 1/4-14X1'.GRS SDS OR ;: 6 �`' `.4 C N
1/4-20X1/2' HHMS W/NUT EMBED, r _ .wN ON TABLE.BELOW �•.Q
SPACED AT 12'OC - _ w o No. 2609
6A 7 } V STA F +f
i - B 10f4EMBED.to o �^-�ANCHORS-DESIGNED 1/1B Wt. AS PER SECTION Bz ; 1/4-14X1' GRS SDS OR "••....unr�r
_ 16 F l ON-TABLE-BELOW J 1/4-20X3/4' PHMS W/NUT
W l— OPTIONAL T W SPACED AT 5' IN
3 0 2015
A
CYN
f
f _
MAX. BLADE SPAN IN INCHES Engmeer
al
I I Pedro De Fque:reda-
PE 52609
L1
q 117MB SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(P5F)
ILET SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DADE APPROVAL:
TION B2 ANCHORAGE SPACING 162 132 108 84 60 PRODUCTRBVISGD
1/4-14XI' GR5 SDS OR mtomplyingwilhthcAotdde
�1/4-20X1/2' HHMS-W/NUT TRACKON s E EI E EI E E1 E ES E E1 %Cbde
STD ANGLE 14 40 31 62 36 93 46 124 60 160 84 &utdl
SPACED AT 12'OC Acetplanm No 1 S/3.o3
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 160 98 � ton Date o j¢ 9
A.B1,B2 8 40 40 621 62 93 81 1124 105 160 146 11
83,1346 40 40 62 62 93 93124 124 160 160 DY
MAX. BLADE SPAN IN INCHES 4 40 40 62 62 93 93 124 124 160 160 Mlom Bed u Cm,tro
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PPF55URE (PSF) BASED ON SPACING IN INCH E5 ON CENTER
DATE:04107/2015
ANCHORAGE SPACING 162 (132` 1085 84 1 60 SCALE:NA
A El BI IC ID fA-, Al B BI C D -A' AI B Bl C D A Al B BI C D A AI H B1 C D DE51GN BY:PPMF
14 40 -- 40 40 40 40 Y62 -- 62 49 62 49 J-90-122 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 '1-93 26 93 70 93 70 124 34 124 90 124 89 160 47 160 126 160 125
A,B1;- 8 40 26 40 40 40 40 62 32 2 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 160 71 160 160 160 160
B3,B4 6 q0 35 40 40 40 40 62 43 62 62 62 93 52 93 93 93_4.13 124 67 124 124 124 124 160 94 160 160 160 160 SHEET DRAWING#:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 l24 124 124 124 160 142 160 160 160 160 3 OF 13 15-146
'
'
' ACCORDION SHUTTER
MANUPACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D, E#GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 ST. S.MACEDO BLVD
PORT 57.LUCIE
(ED) EDGE aWa
(ED) EDGE FLORIDA 34953
DISTANCE DISTANCE Tel.:(772)201-9919
lt�f w Pax:(772)673.0588
E0. ED. 6A WWW.JU5T5HUnEFJT.COM
V/LEG
,p...
TR.- a
m NSOX3/4' TEKSMMED 1 L sA
�- AT 12' KS v/LEG PRODUCT:MM
.z+ T-TTRIED
LA
SECTION D SUPERNOVA
_ �o I INSET MOUNT W/ (ED) EDGE 2 EXTRUDED ALUMINUM
TRACK 2 OR 2A DISTANCE w w HEADER OR SILL ACCORDION SHUTTER
E 4 SMALL
C1 a SECTION E a _ IMPACTED RATED
N w y 1/18 ANGLE INSET MOUNT w c
-� I HEADER OR SILL w 1/4-ED 3/4' TEKS
I SPACED AT 12'OC
ENGINEERING:
^a l ¢a SECTION GH ENGCO INC. CADI16
0 w ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADER SILL DAVIE. FL. 33314
J) AS PER SECTION E _-954)555-0304
..... __....._ .._ .... .__.. .._ .---... ON TABLE BELOV- .. _.. '- --- ... .._. "- -- GCO@AOLCOM -
N _ ..
= a
3,3A 1/4-14X1' GR5 SDS OR ','��✓����",•�����e�'••
1/4-20X1/2' HHMS V/NUT.
SPACED AT 12'OC .,oQ`�� �A q���/��
F i i ;IIF+No. 2609 e
0 wa 1/IB ` ST
MAX. BLADE SPAN IN INCHES
,iUL 8 0 2015
SEE ANCHOR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSP) BASED ON SPACING IN INCHES ON CENTER Engmeer Seal
ANCHORAGE SPACING 162 1 132 1108 841 60 162 132 108 84 60 Pedro De FigVeRedo-PE 52609
A B C D A B C D A B C D A B C D A B C D s E E E E
16 22 27 - 27 33 -- 20 34 40 20 24 43 52 25 31 0 72 36 43 16 28 34 41 53 74 MIAMI DADEAPPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 81 97 46 57 12 37 45 55 71 99
SECTION D B 40 40 26 32 55 62 32 39 67 80 4U 48 86 103 51 61 121 145 71 86 8 40 62 83 106 149 pRODUCFRLVISED
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 se 160 160 95 115 6 40 62 93 124 160 as complying with lDo Florida
q 40 40 40 40 62 62 62 62 93 93 79 93 124 124 102 123 160 160 143 160 4 40 62 93 124 160 BAcecpl�enwho c5 .03
11 22 2 26 -- -- 27 32 20 -- 5 41 26 24 49 58 36 34 11 22 27 33 43 60 6xpin Toa Dale o �(�
9 22 26 - 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 27 33 41 5 73
SECTION E 8 25 30 31 36 22 21 38 44 27 26 49 57 35 33 68 80 49 47 8 30 37 46 5 82
6 34 39 24 23 41 4B 30 28 50 59 36 35 65 76 47 44 91 106 65 62 6 40 50 61 78 10 M1emID uct CoDtrol
4 40 q0 36 35 62 62 45 42 76 89 55 52 97 114 70 67 136 160 98 93 4 40 52 64 82 115
12 -- -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 27 35 49 DATE:04/07/2015
9 20 24 -- -- 25 29 -- -- 30 36 23 21 39 46 29 27 55 64 41 37 9 24 30 37 47 66 SCALE:NA
SECTION GH 8 23 27 - 28 33 21 19 34 40 25 23 44 51 33 3D 61 72 46 42 8 27 34 41 53 74 DE5IGN BY:FPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 69 43 40 82 96 61 'S6 6 37 45 55 71 99
4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 5- 74 103
SHEET DRAWING N:
5 OF 13 15-14G
MANUFACTURER:
TYPICAL 5ECTION5 G, F AND I JUST SHUTTER IT INC
AND ANCHOR 5CHEDULE
1341 5W S.MACEDO BLVD
2 I/1 B PORT ST.LUCIE
z �2 w� FLORIDA 34983
a 1/1 B 1x a a¢ SECTI ON I Tel.:(772)201-9919
LJ y RECESSED MOUNT
r- �a w Fax:(772)G73 05e6
= Q = SILL ONLY WWW.JU5T5HUTrEFJT.COM
#10X3/4' TEKS
W m AT 12' oc cpm I
rY c'm i:'•.�. 3. 1! .. PRODUCT:
SECTION G `� ANCHORS TYPE
m i f ADJUSTABLE MOUNT A, H, C ORD SUPERNOVA
y SILL ONLY EDGE CLEARANCE(EC) SPACED AT 48'DC
S •i INTO CONCRETE-4'(3000 PSI CONCRETE) .`.� EXTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
a INTO WOOD=2 1/2'(WOOD 5G:0.55) (EC) EDGE COND IT IONS FROM TABLE I ACCORDION SHUTTER
.INTO METAL:2'(C0G+-TC ALLM.ORA91MAM SRW �; CLEARANCE �"LARGE tSMALL
1 =, IMPACTED RATED
(ED) EDGE
_ �'.X Vit;.,- DISTANCE
STANDARD LOCATION 2 - ALTERNATE LOCATION
ANCHORS SPACED y ANCHORS SPACED ENGINEERING:
AS PER SECTION G ? w AS PER SECTION GI ENGCO INC. cAei,,
ON TABLE BELOW c�fl
wON TABLE BELOW AVI ORANGE 3 1401
el.1(954)E. L585-0304
• 4.._ ... 5ECTION F .___. -. .. _....D ENGCO@AOL.COM4
-- - -- .ALTERNATE (ED)J "'- '---' '_' a - - -- - - •A'TRACKIN5E7MOUN7
EDGE DISTANCE _I M W SILL ONLY +•++�prrr•••r•rrr��,
a
•+ DE R1
!t• GG
W 1— ANCHORS DESIGNED ••+•����r��CENg �� �
I AS PER SECTION F
ON TABLE BELOW 'ND. 2609 g
c 4 � STA OF +
T—L
r•r(ED) EDGJUL 9 0 7.015
DISTANCE
MAX. BLADE SPAN IN INCHES
Engineer Seal
SEE ANCHOR SCHEDULE ON Pedro De Fyucmdo-P2 52609
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (PSF) BASED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 162 132 108 84 60 MIAMI DADS APPROVAL:
A H C D A B C D A B C D A B C D A B C D s E E E E E
16 -- . -- -- 20 -- -- 21 25 -- -- 27 32 -- -- 38 45 27 26 16 -- 21 26 33 46 PRODUCrREVISED
dingCode
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 as complying with the Florida
SECTIONG B 28 33 20 20 35 41 24 24 A2 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 BuCglaceIN
6 38 40 26 26 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 70 6 40 56 68 88 123 AcceplanceNo -0513.03
svIrstion Dale o 19
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
16 28 34 15 21 35 42 - 25 42 51 23 31 55 66 29 AO 76 93 41 55 ]6 35 43 53 68 95 M�Dad 0 a Control
SECTIONS 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 54 74 12 40 58 70 90 127
G1 OR F 8 40 40 30 40 62 62 37 50 85 93 45 62 109 124 58 79 153 160 81 1 I 1 6 40 62 93 124 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 106 148 6 40 62 93 124 160 DATE:04/07/2015
4 40 40 40 40 62 62 62 62 93 93 90 93 124 124 116 124 160 160 160 160 4 40 62 93 124 160 SCALE:NA
DESIGN BY:'PPMF
SHEET DRAWING H:
6 OF 13 15-146
MANUFACTURER:TYPICAL HORIZONTAL--- JUST SHUTTER IT INC
(�M-5-ANEORNM 5ECTION5 i
OPTIONAL
SEALANT 1341 5W 5.MACEDC?13LVO
FORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL 5CTIONjJ- TYPE A, B, C OR Tel.;(772)201-5919
IS NOT NECESSARYj CL05 z
AMd AND ONE AT MIDDLE 4 B FROMS ENDS 5FCTION41- Fax:(772)673-0588
YALL-MOUNT— JAMB CLOSURE WWWJU5T5HUTTFRlT.COM
-INSET M0UNT—
F
(X2) #IOXI SDS lA
9,9A TOP AND BOTTOM EN11010T PRODUCT:
IA �TRACKS SUPERNOVA
It w EXTRUDED ALUMINUM
T—A ACCORDION 5HUITER
LARGE 4 SMALL
> -T IMPACTED RATED
IL
moa ENGINEERING:
TOP BOTTOM TRACKS FNGCO INC. CA 9116
5595 ORANGE DR.201
DAVIE' FL, 33314
Tel.:(954)585-0304
ENGCO@AOL.COM
E Fl,'
ANCHORS TYPE sell"
A, B,'C OR D Nx
No 52609 X
SPACED AT 24'OC
(ED) EDGE
DISTANCE
TAENCE ST
40 %
-51fCT ION J2
--MB-CL05URE—
BUILT-OUT MOUNT
21 OR I I JUL30 2015
010X3/4' SS SMS OR
—IA 3/16' POP RIVETS Pedro De F3vwcdoe PE 52GO9
SPACED AT 24'DC 5ECTION J3
CORNER CL05URE
ce. rl- MIAMI DADE APPROVAL-
VRODUCrRRVfSrD
complying With 1110 Florida
———110N wift coda
A"t8ftc*No15-of13-*?
Ian D at;Q-9 9-L-0 M
;R et Ca 6�-
cu
DATE:04107/2015
SCALE,NA
7 0 7A DESIGN 13y:Prmr
PUSH I,
9 U RU
IB (I > PUSH ITCH LOCK
C"
B LOCATED 01 ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING
7 OF 13 15-14G
MANUFACTURER,
TYPICAL HORIZONTAL SECTIONS
HD LOCK 5ECTIONS L JUST SHUTTER ITINC
1341 SIM 5.MACtbC,BLVD
FORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9915
Fax:(772)G73-0588
NOTE:SHUTTER CAN KED FROM
BE LOC Www.ju5T5HUTTEPJTCOM
INSIDE OR OlITSIpE BY PLACING LOCK 3
IN51DE OR OUTSIDE iy SECTION L
%5 REQUIRED. r LOCK BLADE 5XTION
uj CLOSE POSITION PRODUCT:
SUPERNOVA
WRUVfD ALUMINUM
L ACCORDION 5hUTTER
LARGE 4 SMALL
IMPACTED RATED
v/ZZ/4 1
N, N, ENGINEERING:
u ENGCO INC.
I
IB 5595 ORANGE PP.201
DAVIC. FL. 33314
\-GA T.I.:(954)585-0304
CNGCO@AOLCOM
A
DE P
j1}}}}}ptlllJltgN RJ
# Q1/1
COMMERCIAL MORTISE LOCK •W/
04 G E tj "
Av-;
EXTERIOR KEY OR THUMB TURN
'y
AND INSIDE .THUMB TURN
INSTALLED ON SHAPE 8 % ANCHORS TYPE No 5260910
A, B C 0 DL I
SPACED �T 24'OC
ALTERNATE 5ECTIC 0
SECTION L LOCK BLADE WITH
CT' STARTER BLADE SECTION
SECTION
LOCI=BLA.E SECTION I A
OPEN PosinoN DIREXV—
JIIL 3 0 7015
Engineer Seal
Pedro De F".redo-PE 52609
FRODUCrREVISPID
cu as cmiplyin with the Florida
Building Cuda
Acaeptencallo 5..0 .03
8A-/
( MiemlD act into
COMMERCIAL MORTISE LOCK W/ DATE:04107/2015SCALE:NA
EXTERIOR KEY OR THUMB TURN DE51GMBY:PPMF
AND INSIDE THUMB TURN
COMMERCIAL MORTISE LOCK W/ I INSTALLED ON SHAPE 8
iB EXTERIOR KEY OR THUMB TURNIB
IB
AND INSIDE THUMB TURN SHEET DRAWING III;
INSTALLED D ON SHAPE 8 8 OF 13 15-14G
MANUFACTURER:
TYPICAL f10RIZONTAL JUST SHUTTER IT INC
uN►MATE-LOCK 5ECTIONS MM
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POS[TION PORT S7.LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
nt 7A WWW.JU5T5HUTTMT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK z ru SECTION"M')
IN51DE OR OUTSIDE AS REQUIRED. o PRODUCT:
H LOCK BLADE SECTIgN
¢¢= closEPosmoN 7A SUPERNOVA
Jay 4 W1RUDED ALUMINUM
a w ACCORDION SHUTTER
cWi w LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. CA 0116
u 7 OR 7A DAV5O� 33314GE OR. 1
Tel.:(954)585-0304
-. IJ .. .._ ._. .... .... .. ._ .. .... ENGCO@AOL.COM
]D 1/4-20X3/4•THUMB SCREW
LOCATED ON ACCORDION
INTERIOR OR EXTERTOR SIDE r...... rrnpa,
7 DRILL AND TAP.OPPOSITE INSIDE ORPDUTSIDE p�ULL PIN rtDE F/
5 BLADE TO RECEIVE SCREW
(19) PUSH BUTTON LOCK'
' LOCATED ON ACCORDION, N0.52609
INTERIOR OR EXTERIOR SIDE j
ALTERNATE SECTION M I STA F
SECTION M LOCK BLADE WITH �pk R
STARTER BLADE SECTION •+•„�0
LOCK BLADE SECTION,
�•F ��
—OPEtfPO51TION ,�••ss/ONAL ��vrtT�
•,•�••prnrnrrrr
ANCHORSTYPE
P
OR
AD JUL 8 0 2015
7 OR 7A SPACED AT 24.00
Er�gmeer Seal
�J Pedro De Figue.redo-PE 52609
7 OR 7A—\, 1A �` �..J
MIAMI DADS APPROVAL:
a PRODUCTREVISL•D
at eontplylag wi0r the Florida
Bw•Iding Oode
Aeaplmee No 5- 513.03
uwo 7 OR 7A BW Expi onDate�p/9
1 By
1B PUSH BUTTON LOCK Dade Con ro
LOCATED ON ACCORDIGN 7 OR 7A
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE:NA
DE51GN BY:PPMP
) 1
1D I� 1B
SHEET DRAWING N:
9 OF 13 15-14G
MANUPACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK SECTIONS N
1341 SW 5.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-0585
W WW.JU5T5NUTTERIT.COM
NOTE:5HUTTER CAN BE LOCKED FROM
INSIDE OR OUT5IDE BY PLACING LOCK SECTION N
IN51DE OR OUTSIDE AS REQUIRED. Z cu LOCK BLADE 5ECTION
ti o W CL05E P05MON PRODUCT:
r
Jay SUPERNOVA
a EXTRUDED ALUMINUM
H y ACCORDION SHUTTER
LARGE t 5MALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. CA 61�G
1 5595 ORANGE DR.201
] lB
)B DAME, PL. 33314
22A Tcl.:(954)585-0304
.... . .. _ .. ... .. - ENGCO@AOL.COM
so
' No. 2609 t °
ANCHORS TYPE
A, B, C OR DL ''0
.SPACED AT 24'OC1A, P rf•��:
ALTERNATE 5ECTION N I F 0 R
SECTION N LOCK BLADE WITH / fp 1.
LOCK BLADE SECBON STARTER BLADE SECTION LA •ti••ONAL......
OPEN POSITION
JUL S 0 2015
Engineer Seal
3A abPedro De n juevedo-PE 52609
AAA W
a MIAMI DADE APPROVAL:
r; FRODUCfABVISSD
' d iY wiA 14e Florida
N Ddildlrtg Cade
AecenlaiceNo 5.65/3.or
�EiJgrlrc ion
22A �+ D
22 uc Contra
1
1 BJ 22B
22A� DATE:04107/2015
22 SCALE:NA
DESIGN BY:PPMP
1 L
1B )B SHEET DRAWING h:
10 OF 13 15-14G
TYPICAL BLADE ASS�LY JUST NUTTER 1T IND
BILL OF MATERIALS
TFLIHEADER
1213AITEM DESCRIPTION MATERIAL MANUF CTURER 1341 SW S.MACEDO BLVD
BLADE 60 3- ALUMINUM N,AS,q PORT ST.WCIE
to STARTER BLADE 6063-TG ALUMINUM N.A.5.A. FLORIDA 34983
1619 Tel.:(772)201-9919
I B COMPOSITE BLADE 6063-T6/LUMI N.A.5.A, FDx:(772)6,73-0588
IC FLOATING STACK ESLADE 6063-76 ALUMINUM N,AS.A2 CEIUNGTRACK 60G37GALUMINUM N.A.5.A, WWW.JU5T5HU1TERTT.COM
1ps N3 t.11/2'WALL MOUNT TRACK G%3-TG ALUMINUM N.A.S.A.i4A 2A!TTRACKOUNT TRACK 60�-TG ALUMINUM N.A.S.A,
5 RECESSED TRACK 60 3-TG ALUMINUM N.A5.A. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-TG ALUMINUM N.AS.A,
GA ADJUSTA .E MALE TRACK 6 63-TG ALUMINUM N.A.S.A. SUPERNOVA
--I I~ 7 UNIMATE LOCK BLADE Wi0 LP 60G3-T6 ALUMINUM N.A,S.A,
7A UNIMATE LOCK BLADE N'/LP 6063-76 ALUWNUM MASA. EXTRUDED ALUMINUM
0.14 a HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.5.A ACCORDION 5HUTTER
13-d 10X3'HH SA F MALE LOCK BLADE 6OG3-T6 ALUMINUM WA.5.k LARGE 4 SMALL
815 HD ADAPTOR FlLLER 6OG3-T6 ALUMINUM N.A.S.A. IMPACTED RATED
BLADE SCREW 9 I'JAMB CLOSURE 6063-TG ALUMINUM N.AS.A
410 STAINLESS STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.A.S.A.
10 1/4-2X ANGLE 6063-TG ALUMINUM
11 1/8-2X ANGLE 60G3-TC ALUMINUM N.A,S.A ENGINEERING:
0.14 12 WHE114 HN LA PUY7FJ757EEU NYLON N.A.S.A ENGCO INC. CAatI6
SILL ,o 13 N 10X3'HH BLADE SCREW 410 STAINLESS STEEL N.A5.A
o 13A N 10%2"Ht1 BLADE SCREW 410 5TAINLE55 5TEEL N.A.5.A. 5595 ORANGE DR 201
I4 0.44.01AM.FLATWASHER STAINLE555TEEL N.A.S.A. DAVIE, FL. 33314
01 15 OAG'0 x 0.93'BUSHING NYLON N.A.5.A. Tel.:(954)585-0304
t 6 0.46.0 x 0.65`WHEEL BUSHING NYLON N.A.5.A ENGCOQAOL.COM
14 iB 14 .-.. 19 PUSH-BUTfOM LOCK .
20 12k 3/8'WHEEL SPACER NYLON rr+parraers•
15 1pT1 6 y~7 21 1116'-1X2 1X25 IX4 I.SX3ANGUS 6063-T5 ALUMINUM N.A.S.A. .err!' E F
0.14 22 5TD FEMALE LOCK BLADE GOG346 ALUMINUM N.AS,A err' �cL�'•.•
13 13A 22A SW MALE LOCK BIADE 60G3-TG ALUMINUM N.A.5.A. •' ••••8
13A-91 0X2'HH 22B - 51D LOCK KEEPER ,r4!4 ••d+�• EIy �;c,l
BLADE SCREW. 6063-T6 ALUMINUM N.ASh ,Q IV �J^L4"
410 STAINLESS STEEL O.
�QI�
0.500
Il fT 0.4 0 0.390 �p i. STATE OFA
OJ20— 0.390 _}__- a 44 0.03
rrr
-fi
�..r. I� ( N ' ''••�••..,,..,.•r'''
"I 1 6ff O
C3
o.310T t JUL 3 01015
n To p 1 // - 14-0.03'X 0.44.0
a o om{__ a d `�'-� 0
STAINLESS STEEL En3inear5eol
FLAT WASHER ANCHOR SCHEDULE Pedro De rupelredo-PE 52609
16- 0X.65' 15-,46'0 X.93'
NYLON
WHEEL BUSHING NYLON BUSHNG TYPE DESCRIPTION EMB V.D. MIAMI DADE APPROVAL;
0.50
20.1/2.0 X 0.36' _ZL�=-174'ITINTABCON-INTQ3gOO PSI CONCRETE---h75—_3.0-.:::3 PRODUC17 PEVESBp
NYLON WHEEL 1/4'ELCO ULTRACON INTO 2700 P51 CONCRETE 1.75 2.5 STcomPlYingWllhtheFlorida
SPACER � At--�-»1 '-I- -APCON-INTO-CONCRETE BL- -I-? — O � Bulld+ndCode ETE
i`4°'EL"CO'IJLTRl1CON INTO CONCRETE"BLOCK—"""-"m'—"-1.25 2.5 AocepimuNo o%/
B 114-20X I ALL POINTS 50LID.5ET INTO 3.0 KSI CONCR0.875 3,0
R*p ioD Umc ~�1J✓lI`1 Q
B 1 14-20X1 ALL POINTS 50LID- ET INTO CONCRETE BLOCK 0.875 310
bp L
G 1 'WOOD LAG 5GREWINTO G=,55 WOOD 1,5 1. Ml�al Dod oduct Control
12-WHEEL CARRIER D I/4'-14 5ELF DRILLING SCREW5 INTO 1/8°STEEL OR ALUMINUM 0.75
STAMPED 55 WITH
O NYLON WHEELS E 1/4'CRETE-FLEX 554 INTO 3000 P51 CONCRETE 1,75 3.0
r6
LEI 1 114°CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:0,4/0712015
NOTES. ED:EDGE DISTNICe SHALL BE BEYOfND WALL DRESSING SCALE.NA
10 EMD:Eb10EDm1In$KAM BE BEYOND WALL DRE551NG DESIGN BY:PPMF
co 1/4'TAPCON-1W C&M4LDL#14 WOOD SCREWS CAI;DE USED IN REPLACE OP 1141 LAG 500va
O
SHEET DRAWING N:
L I OF 13 15-146
MANUFACTURER:
SHUTTER COMPONENTS
4.56 a 92 JUST SHUTTER IT INC
4.54 4.08 3.23 M46
-4.08 o134 I SW 5.MACEDO BLVD
1.24 1.99 0.61��2.85 PORT ST.LUCIE
Ny o d g 10.97 0 0 o T l.; 77)201DA 3-9919
d a Fax:(772)G73-0588
O� 1.23 3.21 uL L 48 `/' a WWW.JU5T5MUTTERfT.COM
p•
113.COMPOSITE A.r 2.04
T-O.OS"ACCORDION BL4DE NJ_ 1 ALUMINUM/LEXAN BLADE T 7A-UNIMATE W!LP
o UYAN POLYCAR13ONATF.APPROVED 1.45 T o AS PER NOA 13.0717.01 7-UNIMATE W'LP LOCKING BLADES 0.41
XL102UV LOCKINGBIAD_ PRODUCT:
�A,STARTERa�e
osl 2.31 SUPERNOVA
.
1.831.77-1-151 .en N m m EXTRUDED ALUMINUM
1
4.61- 006
1 56 o o ACCORDION SHUTTER
4.08 o i LARGE E SMALL
m IMPACTED RATED
0.06
-_=
c� o _____-0� �^ m T v T 88-ADAPTOR FILLER
h N ti m o m o m USE WITH 8 AND 8A
90 I G O.OS'-0 ATI ST E D 07 0.61 ^I mo m N"j- I.99 " 801 ENGINEERING:
R6 3.00 ENGCO INC. CAelt6
2-INSET TRACK W/RG OPTIONAL tj
HEADER/SILL MOUNT -0.64 ) /�' 5595 ORANGE DR.201
0.13 LOCKING
8A-MALE HO 0.00 0.60 N 'X1 DAVIE, FL. 33314
2.1-INSET TRACK W!D RG KING BLADE Tel.:(954)585-0304
,,••ALTERNATE CALK HEADER/SILL MOUNT 8•FEMALE HD - ENGCOQAOL.COM
ENO RCABLE T LOCKING BLADE
-1111/
APPLE
i0 3.133-
END
.83 �y N rrpnaurrgrq
TRACKS 3, 11 0 N "5-`REC 5E0�T 1CK ,rrrr,` E F/q/,
lD 311 AND 3A 1 m �_ SILL LINT ONLY ,,���!,P` .......... ���.
N + x so x.sl r�� Iw.
o .4 �G
0.10 d N. I p6 O,06 0.77 r No.n 2609
'-10.
0 0.86 ro 6 .. _ 1.65��1
_ 0.79-o o.61 L a d z.xe 4T 0.07 PT[ONALa 06 c d9B-HD JAMB CLOSURE3A-2'BUILD-OUT TRACK 0. 6 0.86 _ • HEADER/SILL MOUNT o-+: 3A.1-2'BO TRACK W/O 220-LOCK KEEPER INSERT 2.70JUL 8 0 2015
61 RAIN GUARD(RG) 22-FEMALE STD 22A•MALE STD 9-I'JAMB CLOSURE
C1..01- RG LOCKING BLADE LOCKING BLADE N Ea5meer Seal
OPTIONAL d Pedro De P:Bue.redo-PE 52GO9
3.15!!'BUILT-OUT-TRA
HEADER/511-1.MOUNT 3.700.
0.125 0.259A-
DADS APPROVAL:
9A-2'JAMB CLOSURE MIAMI
�RAlN GUARD(Rfi) 2.43 2.07 0.09 f 1 I_ at canplying widt the Flud
0.61 1.91 T 0,06 Atceplg Coda
�1L Acceplanee No Seo 13.03
0.61 II
1. lxp3 ion Datoo 20/9
0.06 qh m d Ef 21-I/16'THICK ANGLES Hy
Mleml utl Contin
0.61 O' r^ 0F 0 0 1 N N GOG3-T5 ALUMINUM ALLOY
g 510V CLOSURE USE ONLY '
0 0.03
.09
61 0.75 I DATE:04/07/2015
o a o7 a 0 3,36 fl- 5CALE:NA
d 2.23 o DE51GH BY:PFMP
I� �-- NT GA-ADJUSTABLE MALE(
0.95 1.13- 1.29 G-ADJUSTABLE FEMALE -tImERrSILLJr1. g 2.0
3.37
HeADER/SILLMOUNT- 2.0
4-°n TRACK. C„�(( ` SHEETFI
NGNSOUN%WY10-114'THICK ANGIPS 1' OR 1.5' 12 OF 1346
C GOG3-TG ALUMINUM ALLOY GOG3-TG ALUMINUM ALLOY
MANUFACTURER:
SECTION x JUST SHUTTER IT INC
TRACK 2 OR 2A INSET MOUNT
SECURED TO AN ALUMINUM PLATE 1341 5W S.MACEDO BLVD
BETWEEN WOOD TRU55E5 PORT 5T.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673.0588
WWW.JU5T5HUTTERIT.COM
0.63 0.62
1.251.251,25 5.00—
(4 PER RAFTER) 2 PRODUCT:
T
1/4'X 2 1/4 FH TAPCONS I SUPERNOVA
WITH 2' MINIMUM 1/4"X5'6063-T6 ALUMINUM PI ATE
PENETRATION INTO WOOD EXTRUDED ALUMINUM
ACCORDION SHUTTER
' LARGE 4 SMALL
5.00------------- IMPACTED RATED
m 1/4'X5' OR I/B-X5' 6063-T6 d-'� ENGINEERING:
2,2A ALUMINUM PLATE SECURED TO I o
x RAFTERS AT MAXIMUM 24' OC ALTERNATE TO PLATE ENGCO INC. GD116
SEE TABLE BELOW FOR SHUTTER I/4'X2'X5°6063-T6 ALUMINUM ANGLE fti 5595 ORANGE DR.201
i tyro SPAN & PRESSURE
DAVtE, FL. 33314
4'-14X 2' SELF DRILLING SCREWS Tc1.: CO OLCO 04
1/
w .._ -. ... _. _. .._. ENG �ALCOM
�-- _W z SEE SHEET 5 MOUNT TYPED
aN ANCHOR TYPE D FOR ANCHOR SPACING ••jepene••.•.,�••
E F10
MSF
�s.oo� * No. 2609 Tk e
cu�
e STA OF
t 5T I/&X5'6063-T6 ALUMINUM PLATE •;�(OR pP,:
ALLOWABLE DESIGNED PRE55URE5 ALLOWABLE DESIGNED PRE55URE5
FOR SECTION XM I/4'ALUMINUMPLATE FOR SECTION XWLTN 1/8'ALUMINUM PLATE +'••'mss/ NAI. ���+•
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED - ` 00 -{
SPAN PRESSURE 5 SPAN PRE55URE(PSF aL I JUL 0 2015
I
IN BLADE I BLADE 15 (IN) BLADE 1 BLADE 115 6- Engineer Seal
60 ±159 :-159 60 ±99 ±99 Pedro De h9mredo-PE 52609
72 ±132 ±132 72 ±82 ±82 ALTERNATE TO P7LATE
84 ±113 ±1 13 84 ±71 ±71 I/8'X2'X5°6063-T6 ALUMINUM ANGLE
ni MIAMI DADS APPROVAL:
90 ±106 ±106 90 ±66 ±G6
108 ± 88 ± 88 108 ±55 ±55 as complying
with the Florida
wVisen
126 ± ng 68 ± 68 126 ±47- ±47 BWUCod
132 ± 62 ± 61 132 ±45 ±45 Aeceepr�anee�o!
144 +48.-52 +45,-47 144 ±41 ±41 001 019
162 1+30,-40 +28,-33 I G2 ±30 +28,-30
Mlw nnecy duc Convo�
NOTE I- LINEAR INTERPOLATION 15 ALLOWABLE BETWEEN BLADE SPAN SIZES DATE:04/07/2015
SCALE:NA
DE5IGN BY:PPMF
SHEET DRAWING#:
13 OF 13 15-146