HomeMy WebLinkAboutProduct Approval FLORIDA BUILDING CODE 2014-5th Ed.-ASCE/SEI 7-10-NND LOAD TABLES-170,175 mph
En6losed Building with mean roof height less than or equal than 60 Feet
EXPOSURE C AND D -LOAD FACTOR:0.6 INCLUDED
WIND PRESSURES IN PSF WIND PRESSURES IN PSF
170 MPH VELOCITY-I3iPOSURE C 170 MPH VaOCITY-B(POSURE D
Building Roof Slope less than Roof Slope greater Building Roof Slope less then Roof Slope greater
Height 10 degrees than 10 degrees Height 10 degr=ees than 10 degmes
Positivel Negative Positive Negative Positive Negative Positive Negative
z4,&z5j z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5
0-15 34.6 1 37.5 46.1 1 '37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4
16-20 35.8 39.8 49.0 1 40.2 '43.6 53.8 16-20 44.2 47.8 58.9 702 52.3 64.6-
21-30 40.0 43A 53A 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3
31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54,0 66A -54.4 59.0 72.8
41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51.8 56.1 LWA0, 56.6 61.3 75.7
51-60 46.3 50.2 61.8 50.6 1 54.9 67.851-60 53.4 57 8 71.2 58.4 63.3 78.2
LOCAMCN BROWARD COUNTY,PAW BEACH AND OTHER LOt AitCN BROWARD COUNTY,PALM BEACH AND 07HR
BOAF.E COUNTIES EXAMPLE COUNTIES
WIND PRBSSUF S IN PSF WIND PRESSURES IN PSF
175 MPH VELOCITY-EXPOSURE 175 MPH VELOCITY-EXPOSURE
Building Roof Slope less than Roof Slope greater Building .Roof Slope less than Roof Slope greater
Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees
Positive -Negative Positive Negative Positivel Negative Positive Negative
z4&z5j z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5
0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 44.5 48.2 59.3 48.6 52.8 65.1
16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 46.8 50.7 62.4 51.1 55.4 68.5
21-'30e 42.4 46.0 56.6 46.3 50.2 621 21-30 50.2 54.4 66.9 54.8 59.4 73.4
31-40 45.1 48.8 60,1 49.2 _ 53.4 65.9 31-40 52.8 57.2 70.4 57.6 62.5 77,1
41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54,9 59.4 73.1 60.0 65.0 80,2
51-60 49.1 1 53.2 65.4 53.b 58.2 71.8 51-60 56.6 1 61.3 75.5 61.9 1 67.1 82.9
MIAMI-DADE COUNTY LOGAMON MIAMI-DARE COUNTY
GENERAL NOTES:
1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR-COMPONENTS AND CLADDING(HURRICANE
SHUTTERS.WINDOWS AND DOORS?APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN
PRESSURE ACCORDINGLY WITH THE EXISTING CONDMON AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE
AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION.
3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS
REQUIRED BY THE CITY OFFICIALS,
4-EXPOSURE 8(Section 26.7.3)-Urban,sulwrban and wooded areas aril other terrain with numerous closely spaced obstruction having the
size of single family dwellings.For building c-3011 exposure B prevails in the upwind direction for a distance greater than 1500 fl. For building>3011
exposure S prevails In the upwind direction for a distance greater than 2600 it or 20 times the building height,wichaver is greater.Based on the FBC-
HVHZ,use Exposure C when building Is located in Exposure B
5-EXPOSURE C(Seddon 26.7.3)-Open terrain with scattered obabuctlons with hslghts lass than 30',open country and grasslands.Exposure
C will apply when exposure D and B do not apply.
6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfac s prevails in the upwind direction for a distance greater than 5000
it or 20 times the building height,whichever Is greater
- 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be impact resistant glazing or protected with an impact resistant Covering.
8-ULTIMATE D SPEED-V=170-MPH,176 MPH
10-D R�ON�TY FACTOR Kd FACTOR KzI7-=.85(Wind Directionality Factor] °mj0j°°`�r
11-TRIBUTARY AREA:10 SOF `°°°
12-EDGE STRIP(a):The smatter of 10%of the least horizontal dimension or 40%of the
Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft.
-i'•�coca zixr E N 6 Cr 0,1RC. 's 1-A, . E Q!
En9h 8SeMces-CA8118
On
a°
:
1791 Blount Road-unit 907
Pompano Beach-Florida 33069r
L`NA
Tel:(754)307-1319 Fax:(754)205-6846 �'4qi®rorrrrrre� °
ff 1 MEw4 PMF E-mail:Engco@AOL.com
a<=BWx0.1-or a<=hx0.4
BW less or equal than BL DATE:07/21/2017
a must not be less than PEDRO DE FIGUEIREDO-PE 52609
a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL 7/21/2017
MIAMI-QADEMIAMI DADE COUNTY
WM
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
NOTICE OF ACCEPTANCE (NOA) www.miamiaade.eoyleconomy
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.
MISSII.E 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.
`MIAM
bQADNOA No.15-0513.03
B ouIVTY Expiration Date:08/14/2019
Approval Date:08/Z7/2015
08/Z7/?,0I5- Page l
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 1I of H, 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 ofproduct 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 A,, 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., cert6ing that the drawing(No. 14-131)prepared for Just
Shutter It, Inc.is engineering wise identical to N.A.S.A.'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 ControI 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 tinder 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 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
MANUFACTURM
5UPFKNOVA
J 41 SW S. TIER IT INc
1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION 5HUTTER FLLUCIE
FLORIDAORIDA 34983
LARGE M 1551 LE I M PACT RE515TANT Tel.:(772)201-9919
Pax:(772)673-0588
WWW,JUST5HUTTERT.COM
GENERAL NOTES: FLORJDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THI5 PRODUCT IS AN ACCORDION TYPE SHUTTER;DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCLOSE AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MI551Lf)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRESSURES AND LIMITATIONS STATED IN THI5 APPROVAL. ACCORDION R
LARGE a 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 V151BLE LOCATION STATING ENGINEEPJNG:
THE FOLLOWING: ENGCO INC.
'JUST SHUTTER IT INC-PORTST.tI1C1E,FLORIDA TABLE OFCONTENT5: DAVIE FLGE DR. 1
. 33314
5UPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTER Tel.:(954)565-0304
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED' - "- -- -• _SHEET ENGCO®AOL.COM
Df5CR1FTION'
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE A5CE 7-10 AND PROVIDED BY u��++++•
USER INSTRUCTIONS
GENERAL NOTE5, ��+i+� y,
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCUI/1TED DESIGNED I TABLE OF CONTENTS, DE F
�. ��w
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COIvIPONENi TO BE ���Q ^"'•'mow l�''••
USED. 2 TYPICAL ELEVATION.ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLASS
SEPARATION TABLE 2 .'tQ
5-MATERIAL.,ALL EXTRUDED ALUMINUM 5HAPE5 SHALL BE MADE OF G063-T6 0RA5 NOTED. N0.S 609
3 TYPICAL SECTIONS A.B 1,B2,B3,B4 WITH ANCHORAGE TABLES
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT 5ET Of -O
DRAWINGS,INSTALLATION AND LOADS AS PER THIS APPROVAL. 4' TYPICAL SECTIONS B t C WITH ANCHORAGE TABLES :�O !TAT F
TYPICAL SECTIONS D.E t GH WITH ANCHORAGE TABLES
7-USE:IT SHALL BE THE RE5PON51BILITY OF THE CONTRACTOR,ARCHITECT OR 5 ENGINEER OF RECORD yss�ONAL ���°r
TO VERIFY THE FOLLOWING; 6 TYPICAL SECTIONS F.G t 1 WITH ANCHORAGE TABLES y�•••aua..... .
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL S 0 2015
ANCHORAGE
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO,WIND LOADS,LOCAL CODE 7 JAMB AND CORNER SECTIONS J'
REQUIREMENTS.DESIGNED PRESSURES ETC. Eng aneer ired-�
NS R"
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 6 LOCK MAID;t FEMALE 5ECTIOPedro De Fyu :redo-Pe 52609
8-.33 113%INCREASE IN ALLOWABLE LOAD'S HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS'M' MIAMI DADE APPROVAL•
FOR THIS PRODUCT APPROVAL HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE 10 STANDARD LOCK5ECTIONS'N' LRIODUCTRLVISPD
FOR WIND LOAD HAVE BEEN USED. ncomplyhgwilh the plaids
Buildinj Q,do
I I BILL OF MATERIALS,ANCHOR SCHEDULE t BLADE ASSEMBLY. AcaWanceNo 0 3,03
» Iuauxe 0 19
USER INSTRUCTIONS: 12 COMPONENTS
m, w1 4�G!
M" ue,Co,Nml
1-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE5 AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION W DETAILS
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRESSURE ON TABLE I OR TABLE IA
DATE:04/07/2015
SCALE:NA
3 VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMF
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OF SECTION TYPE TO BE USED AS
PER SHEETS 3.4,5 t G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING M:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER+ _
JUST SHUTTER IT 1Nc
TABLE I TABLE I A INTERIOR/EXTERIOR6j
1341 SW 5.MACEDO BLVD
WCIf
MAXIMUM ALLOWABLE N I BLADE MAXIMUM ALLOWABLE #I R B I B BLADE5 6 PORT ST,DA 498
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRE55URE 1 100'►� 1� :(7772)2011-9919
BLADE 5PANPRE55URE(PSV) BLADE 5PAN PRE55URE(1`5r) ALUMINUM 13 ADE5 Pax:(772)673-0588
INCHES INCHES P05 NFG 1 1 WWW.JUST5HUTTEW.COM
6 16 I —FgU—
GG 158 158 66 158 158 INTEMORi EXTERIOR
2 Id4 144 72 144 144 rRDDUcr:
78 133 133 78 133 133
84 124 124 84 124 124 . INTERIOR/EXTERIOR 61 5UPEKNOVA
90 116 -TI—r 90 1 16 116 1 COMBINATION EXTRUDED ALUMINUM
96 1 108 108 96 108 108 ► 1 ALUMINUM/LEXAN BLADES
k13
100 100 104 100 100 �, ►00' ACCORDION SER
WADSCANBCNS ASREDRI O --
93 93 108 93 93 1 B 1 B mMdRAn°N5 I� IMPACTED RATED
83 B3 114 83 83
75 75 120 75 75 IWERIOR/EXTERIOR
26 68 68
62 62 132 61 61 ENGINEERING:
57 57 138 53 53 ENGCO INC. cAellc
144 48 52 144 45 1 47 INTERIOR/EXTERIOR
5595 ORANGE DR 201
150 41 48 150 38 42 1B 1B IB DAVIE, PL. 33314
162 30 40 162 28 33 Tel.:(954)585-0304
._... .. NOTFSi..._.... ... ...._.. .— —.... .. .--- w .._... Ail:UYANBLADES - ENGCO@AOL-CAM ._ ...-.
I-ACCORDIONSHATTERELIDE SPAN GNC M)fORAIL CONDITIONS .
2-rFUr.11RC-Df91GN VAND LOAD D'$P) lE 1B. .. ......AEIArAAVA
S LINEAR
rORTO TABULATED iAMON 19 ACalfAME rM DEMN wtxD LOADS AND BLADE SPAN W&M :'-INTERIORJ E7fTER10R ,TTrrr , DE F/
�L ,.�..... ,
.1-MEYABIE IAVMOIONEORMOMWn IBBIADEISUSED
5-BLADE RMTRSED JUSTALLATRNI 15 AOWWED f0RA11 MOUNTED COMMONS
TABLE 2 No. 2609
MINIMUM 5HUTTER 5EPARATION FROM GLAZING
TYPICAL ELEVATION TYPICAL CRO55 5ECT)ON STAT F
F(0RL0�. �Z`�•r
TDP TRACK GLAZING SEPARATION (INCHES) tFs'$w.NN
BLADE TYPE BLADE SPAN ya,�ONALrr�j/11�
F <a60' <=1041 <-162'
JUL 3 0 2015
x ALUMINUM 2° 23/41 3.1251
L) Engmeer Seal
TETT FlEVATX�NJ Pedro De PiSwiredo-FE 52609
<a z TtwrAna
~ < LEXAN 3' 3' 3-
t3 tail =; <�30'ELEVATION MIAMI DADE APPROVAL:
L, M N
cxoaucr Tu3vlsen
L) a LEX/W 2 1/8' 3' 3' utxa plpas LVIITI the FIwwa
din
F
w >30 EIJVATION A 'j o S*.C,5 "
NOTES: ► qI.SVARATMY.I 1ROM GLAZOr AAEA9 WALL Be MUUURED fWMF GLAZING SURPACE TO TIE INNER MOST BLADE OR LOCK SWAM.F-- 2-GLASS SEPARATION 15 APPLICABLE PER THE If"C&wNAw AMM)�Ifi D odu
= MIAM1-RADE COUNT).
y 3-WT10I 5HUETER LS A5%LELCD WIOI BOM TYPES OrC AM5 TME
LARGf9T GU55 SEPARATION SMALL APPLY.
DATE:04/07/2015
B,BT,B2,63,B4 BOTTDN TRACK SCALE:NA
D E F G I GH DESIGN BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION
SHEET DRAWING 9:
2 OF 13 15-146
TYPICAL SECTIONS A.B 1,52,133,134 MANUFACTURER:
AND ANCHOR SCHEDULE A 1/1B JUST SHUTTER IT mc
1/4-14X1' GR5 SDS OR w z #10X3/4' TEKS
SECTION 1/4-20X1/2' HHMS N/NUT ¢a AT 12' OC 1341'SW 5.MACEDOBLVD
FAULT-OUT ON ANGIL SPACED AT 12.00 PORT 5T.LUCII
MEADCR OR SILL 16 FLORIDA 34983
2,2A-\ I1 �TIDNAL Tel.:(772)201-9919
SECTION B4
�- 6 ADJUS7ABU TRACK Fax:(772)673-0588
m ON REVERSEANGIE WWW.JU5T5MUTTERTT.f0M
EMBED. w SILL ONLY
w ANCHORS DESIGNED
6A
` � AS PER SECTION B4 PRODUCT:
�
ANCHORS DESIGNED ON TABLE BELOW
AS PER SECTION A y i G SUPERNOVA
1/IB �Q ON TABLE BELOW e" EIORUDED ALUMINUM
w y 1/4-14X1''GRS SDS OR ACCORDION SHUTRR
^ '' 1/4-2OX3/4' PHMS W/NUT . LARGE i5RME
F a SPACED AT 5'OC .j EMBED. IMPACTED RATED
M m 5ECTION B 1
_ 'A'TRACK ON
y I/IB
REVERSE ANGLE ENGINEERING:
SILLONLY -I ENGCO INC. CACIIG
rco i:?•k:.
46,/1 B 5595 ORANGE DR.201
ANCHORS DESIGNED SECTION B3 DAVIE. FL. 3331 4
- AS PER SECTION B1 ADJUSTABtf ON
A #10X3/4' TEKS Tel.:(954)585-0304 -
4 - --' . -- l l-` h ON-TABLE-BELOW -...- a-. A7"12' OC STWABLL - ENGCO@AOL.COM
ca u SILL ONLY N poap4��
I/4-14X1'.GRS SDS OR cpm 6 " w ANCHORS DESIGNED �A ""�E ash a
i/4-20X1/2' HHMS W/NUT —.I AS PER SECTION H3 d CYC
EMBER F' i
SPACED AT 12.00 - F ON TABLE BELOW C.Q
r.!2 No. 2609 {
•• b] F �o y i
k' d lC Z
- 6ASTA F
EMBED.---� s O� '0 �, ft�r•
Wt—L ANCHORS DESIGNED �'•S�ONA1. ��'`��
La 1/1B 14 a AS PER SECTION B2 1/4-14X1' GR5 SDS OR "�•„����ui��ss�
'a L.6 '� ON TABLE BELOW 1/4-20X3/4' PHMS V/NUT
w �— nrrTaNnL W a SPACED AT 5'13C JUL S 0 2015
�m r
1�1MAX. BLADE SPAN IN INCHES Engmeer5eal
y . Pedro De F�gm cdu-PE 52609
4 I 1 y EMBED.-� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET 11 FOR ANCHOR TYPE MIAMI DADEAPPROVAL•
.� BASED ON SPACING IN INCHES ON CENTER
SECTION 52 ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR '' 162 1 132 108 I 84 60 TRODUCfREVISFD
1/4-20X1/2' HHMS W/NUT A TRACK ON s E1 E EL E EI E E1 efcanplyingwiNdWIF1 da
SPACED AT 12'13C STD ANGLE 14 40 31 62 38 93 46 124 60 160 84 eo�..om i�► - S13 03
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 60 98 D o
A.B1,B2 8 40 62 62 3 Bl 124 1 6 146 �9
MAX BLADE SPAN IN INCHES B3,04 —6 -4011 40 62 62 93 93 124 124 160 160 B �'
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCH E5 ON CENTER
ANCHORAGE SPACING 162 132 108 84 60 D04/07/2015
SCALE:NA
A Al B Bl C D A AI B BI C D A Al B Bl C D A Al B B1 C D A Al B Bl C DE51GN BY:FPMF
SECTIONS 14 4 -- 0 40 40 40 62 -- 62 49 6 4 90 22 93 60 92 60 116 9 124 77 118 77 1 40 60 106 1 12 40 -- 40 40 40 40 62 21 2 57 62 57 93 26 93 70 9370 124 34 124 9D 124 89 160 47 160 126 160[D%jj
125
A B1,B2 8 26 40 40 40 40 6 32 62 62 62 62 93 39 93 93 93 93 124 51 124 124 124 124 l 0 1 160 160 160 160
B3,84 6 35 40 40 40 4 62 43 62 62 62 62 93 52 93 93 93 93 124 67 124 12 124 124 l60 94 160 160 160 6D SHEET DRAWING N:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 124 124 124 124 160 142 160 160 160 16D 3 OF13 IS-146
MANUFACTURER: -
nTICAL SECTIONS B AND C JUST SHUTTER IT INc
AND ANCHOR SCHEDULE
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED Tel.:(772)'201-9919
AS PER SECTION C Fax:(772)673-0588
ON TABLE BELOW WWJUSIT5HUTTERR.COM
I
'0Z
Z PRODUCT:
GIN
w° 1/18 s f�q 5UPERNOVA
EXTRUDED w c mf ACCORDION ALUMINUM UTRK
WIT AARGE 4SMALL
F a?i1DNaL IMPACTED RATED
ANCHORS DESIGNED =
2,2A li f W ' AS PER SECTION B
ON TABLE BELOWi n¢ SECTION C
WALLMOUNT VATH ENGINEERING,
�A F a HEADER OR 51u ACK30R3A ENGCO INC. «ell
SECTION B V HE
` H P° 1/IB S595 AVI ,ORANGE 3 14
01
BUILT-OUT ON 7 PL_ 33314
REVERSE ANGLE .t EMBED, _ (fie 585.0304
HEADER OR SILL .... `•�'"`. .. _.. -- IN AOL.CDM -
. Tel.:
Z
1/4-14X1' GR5 SDS'OR 3,3A r ® r��' ��CENB���yLt
1/4-20X1/2' HHMS W/NUT �, F
SPACED AT 12'OC
No. 2609 g
ANCHORS DESIGNED
AS PER SECTION C' .p
ON TABLE BELOW �T
/ONAL
MAX. BLADE SPAN 1N INCHESSEE ,,,y�""""'•j°��
SHEET 11CFOR ANCHOR HOR L7YpE JUL 8 0 2015
ANCHDRAGESPACING MAXIMUM ANCHORAGE PRE55URE (PS F) -BA5ED ON 5PACING IN INCH E5 ON CENTER
16 132 1 D8 84 60 Engineer Seal
rr- A Al B Bl C D A Al B B1 C D A Al B Bl C D A Al B Bl C D A AI B BI C D Pedro pePyueredn-PE52f09
14 4 -- 40 4 40 40 6 1 2 4 2 49- 81 2 8 D 81 60 104 29 110 77 104 77 45 4o 115511081146
10
SECTIONS 12 40 -- 40 40 40 40 62 21 62 57 62 57 87 26 93 70 87 70 111 34 119 90 112 89 156 47 160 126 157 125 MIAMI DADS APPROVAL:
8&C 8 40 2 40 40 40 40 62 32 62 62 62 6 93 39 93 87 93 B6 124 51 1 4 111 124 111 160 Ti— 160 156 160 155 PAODUCTRBVISDD
6 40 35 40 4 40 40 62 43 62 62 62 62 93 52 93 93 93 93 124 67 24 124 24 124 160 94 160 160 160 160 mcamplylag.rtihthe lTarfda
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 124 98 124 124 124 124160 137 160 160 16D 160 cNa o5]3.0
.
MAX. BLADE SPAN IN INCHES 6y
MI�nIDaductClt4ro1
SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRESSURE(PSP)
SHEET 11 FOR ANCHOR TYPE
BASED ON SPACING IN INCHES ON CENTER
ANCHORAGE SPACING--I162 1 132 1 108 1 84 1 60 DATE:04/07/2015
s E I Elf E I EI I E 1EI1 E E1 E EI SCALE:NA
14 40 31 62 38 87 46 112 60 157 84 DE51$N BY:PPMF
SECTIONS12 401 361 62 44 93 411 1 7 1 0 98
8&C 8 40 40 62 62 93 77 124 99 160 138
6 40 40 62 62 93 1 88 1124 113 160 158
4 401 401 62 62 93 1 84 124 108 1601 151 SHEET DRAWING IM:
4 O 13 15-14G
_ MANUFACTURIR
ANCHORS DESIGNED TYPICAL 5ECTION5 D.E�GH ANCHORS DESIGNED JUST SHUTTER IT mc
AS PER SECTION D AND ANCHOR SCHEDULE AS PER SECTION GH
ON TABLE BELOW ON TABLE BELOW 1341 5W S.MACEDO BLVD
PORT ST.LUCIE
(ED) EDGE w (ED) EDGE FLORIDA 34983
DISTANCE CE TeI.:(772)201-9919
w Fax:(172)673.0588
Eo. E0 6A W1MN.JU5T5HUTTERff,C,OM
:.r.. W/LEG.
TRIRRED
2,2A O1
810X3/4' TEKS V/LEG PRODUCT:
ur AT 12' oc /—TRIN7Mll
SECTION D 5UPF-RN0VA
mm INSET MOUNT W/ (ED) EDGE 2 EXTRUDED ALUMINUM
TRACK 2 OR 2A
w HEADER OR SILL DISTANCE ACCORDION SHUTTER
LIZ ci LARGE 4 SMALL
5ECTION E v w = IMPACTED RATED
m y
I/IB B ANGLE INSET MOUNT i EV100 frik
-1 L I HEADER OR SILL w w 1/4-14% 3/4' TEKS
..;rsucNc SPACED AT 12'OCa w T
SNEERING:
wZ ENGCOINC.
c ! ¢¢ SECTION GIl a DI I6
y pJj y ADJUSTABLE MDUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEAOERlSU —
cn AS PFL. 33314
ER SECTION E E AOLCOM
ON TABLE BELOV
DAVIE,
Tel.:(954)5 0304
al 3,3A 1/4-14X1' GR5 SDS OR ,. X6,6$ N,E,F,~•
�1/4-20X1/2' HHMS W/NUT. P '��„„ 1Q//F.�'s,
_ SPACED AT 12'OC
w MOO L11 3 4 No.” 2609
Rj 0 1 \�44rC
bI/I//NmI'P'
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON JUL H 2015
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ONSPACING IN INCH E5 ON CEN7ER Enww,Seat
ANCHORAGE SPACING 162 13 108 84 60 162 32 108 84 60 Pedro DeFW=edo-PE 52609
A B C D A B C D A B C D A B C D A C D s E E E
16 22 7 - 27 33 -- 20 34 40 20 24 43 52 25 3 72 36 43 16 28 34 41 53 74 MIAMI DARE APPROVAL
.-
16
3D 36 -^ 21 37 44 22 26 45 54 26 32 58 69 34 41 B1 47 48 57 !2 37 45 55 71 99
SECTIOND 8 40 40 26 32 55 62 32 9 67 80 40 48 86 103 51 61 121 145 71 B6 8 40 62 83 106 149 PHODUCC RIIVISP.D
6 40 40 35 40 62 62 43 52 90 93 53 64 115 124 68 82 160 160 95 115 6 ---793-124 160 at eomply qg with lb)Florida
4 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 i4rteoNo 5-05 03
11 -- 22 - 26 - 2 32 -- 41 26 24 4 8 36 134 1 11 1 22 27 33 4 0 B+@ Dateo �fl
9 22 26 - -- 27 32 20 -- 34 39 24 23 43 51 31 30 60 71 44 42 2 33 41 5 73
SECTION E 8 25 30 — -- 31 22 1 38 4 27 26 49 57 35 3 68 80 49 47 8 3 37 aLbatro
6 34 39 24 23 41 48 30 28 50 5 3 35 6 7 47 4 91 106 65 62 6 40 5 6 0
4 40 40 36 35 1 62 162 45 42 76 89 55 152 1 97 1114170 167 1 136 160 98 193 4 40 52 64 82 115
12 -- -- -- -- 22 -- -- 23 27 -- -- 29 34 22 0 41 46 30 8 12 -- 22 27 49 DATE:04/07/2015
9 20 24 - -- 25 29 -- -- 30 36 23 21 39 46 29 27 SS 64 41 37 9 24 30 37 66 SCALE:NA
SECTION GH 8 23 27 - 28 133 21 19 34 411 25 23 44 51 33 30 61 72 46 42 a 27 34 41 3 7 DESIGN BY:PPMF
6 30 36 23 21 37 44 28 25 46 53 34 31 59 6 . 40 B2 96 61 'S6 6 37 4 5 71
9
4 40 40 34 31 56 62 42 38 68 80 51 47 88 103 65 60 123 144 91 84 4 38 47 57 74 103
5HEET DRAWING Y:
5 OF f3 15-146
WNUPACTURER:
TYPICAL SECTIONS G;F AND I JUST SHUTTER 1T INc
AND ANCHOR SCHEDULE
M 1341 5W 5.MACEDO BLVD
` I/1 B PORT 5T.LUCIE
Iz i FLORIDA 34983
a 1/1B as SECTION I Tel.:(772)201-9919
to y RECE55ED MOUNT Fax:(772)G73-0588
SILLONLY Wh1AV,JU5T5HUTTERIT.00M
a AlOX3/4' TEKS H
w ?� AT 12' oc
L`' PRODUCT:
�- 5fCTION G ANCHORS TYPE
t ADJUSTABIPMOUNT EDGE CLEARANCE(155C) A. B, C OR D SUPERNOVA
w 1 SILL ONLY INTO CONCRETE-4'(3000 PSI C.ONCREM SPACED AT 48'DC EXTRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
d 1 INTO WDOD=2 Ile MOOD SG+0.55) ?+. (EC) EDG£ CONDITIONS FROM TABLE I ACCPWON St7VTR
TT
• .
INTO METAL:2'(wG&T9AL1AmAsTmAmsm w� CLEARANCE "LARGE tSMALL
t IMPACTED RATED
4 tED) EDGE
DISTANCE
STANDARD LOCATION
2�F ALTERNATE LOCATION
ANCHORS SPACEDANCHORS SPACED ENGINEERING.AS PER SECTION G w AS PER SECTION GI ENGCO INC. uaTTc
IN TABLE BELOW (ED) a+ ON TABLE BELOW
T~ EW w 5595 ORANGE M 201
)1STMI -I 1/IB - DAVE. PL. 33314
--.. ..-.. ION
ALTERNATE (ED) --I ..... -- '- F a' - - -- .....-I.-.
TRAC585-0304
K INSET MOUNT
T ENGCO®AOLCOM
EDGE DISTANCE M W SILL ONLY ',+1�tpp■rrrgy�N
s��ro�,.DEH
W
ASC PERSSECTION EF .�1.
ti +v ON TABLE BELOW =* 'IVO 2809
4 ?'d STA OF
0 0-
Ta
(ED) EDGJUL 8 0 ?.01S
DISTANCE
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON Pedro De F Sed
F redo-Pe 52609
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URf (PSF) BASED ON 5 P A C I N G IN INCHES ON CENTER
ANCHORAGE SPACING 162 132 106 84 60 162 132 108 84 60 MIAMIDADEAPPROVAI
A B 1 C A In IC ID I A LBIC 1) 1 A In IC D A B C D s E E
16 -- -- -- -- -- 20 -- -- 21 25 — -- 27 32 -- -- 38 45 2 26 16 -- 21 26 33 46 PNODOLTReithaW
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 23 28 34 44 62 asoanL9}�n8wuhtneFta(da
SECTION G 8 2B 33 20 20 35 41 24 24 42 50 30 29 54 4 38 38 6 90 53 53 —EF— 34 42 51 66 92 a"N
Aeotptaneo No OS/S.o3
38 40 26 26 46 54 32 32 56 67 39 39 73 B6 51 50 102 12 71 70 6 40 56 68 88 123 )x(o j ? Iq
4 40 40 39 39 62 62 48 48 85 93 59 59 109 124 76 75 153 160 106 105 4 401 591 72 93 130
1 2 34 21 35 4 2 42 51 23 31 55 66 29 40 76 93 41 55 16 35 43 53 68 95 aCanaot
SECTIONS 12 30 40 20 27 46 56 25 34 57 69 30 41 73 B8 39 53 102 123 54 74 12 40 58 70 90 127 1
G1 ORF 8 40 40 30 40 62 62 37 50 85 93 45 62 10 124 58 79 153 160 Sl 111 8 40 6 93 124 160
6 40 40 40 40 62 62 149 162 1 93 93 160 102 1 124 124 177 11061 160 160LOB 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 4 401 62 93 124 1160 1 SCALE:NA
DESIGN BY:PPMF
5HEET DRAWING 8:
G OF 13 15-146
TYPICAL HORIZONTAL
JAMB AND CORNER SECTIONS J JUST SHUTTER IT iNc
OPTIONAL
SEALANT 1341 SW 5,MACEDO BLVD
FORT ST.LUCIE
MIN, (3) ANCHORS FLORIDA 34983
ANCHORAGE TO WALL SECTION J TYPE A, D. C OR D Tel.:(772)201-9919
IS NOT NECESSARY JAMB CLOSURE 4' FROMS ENDS FSEcTiom 111 Fax:(772)G73-0568
WALL MOUNT AND ONE AT MIDDLE JAMB CLOSURE www JUSISHUTTERIT com
INSET MOUNT
(X2) IIIOXI SDS IA�
—919A TOP AND BO
A TRACKS SUPERNOVA
r
EXTRUDED ALUMINUM
ACCORDION SHUTTM
?'xo LARGE 4 SMALL
IMPACTED RATtV
�-A� r-
Am5 CLOSURE
'N!'Er MOUNT
1� or
ru ENGINEERING.
�TOP BOTTOM TRACKS FNGCO INC.
cAallc
5595 ORANGE DR.201
DAVIE, PL, 33314
Tel.;(954)5436-0304
tNGCO@AOL.'COM
IH
ANCHORS TYPE
A, B,'C OR D 4E
52609
SPACED AT 24'OC No
(EGE
DISTANCE STA OF
SECTION J2 A10
JAMB CLOSURE
BUILT-our MOUNT ONAL
21 OR I1 JUL 3 0 295
#IOX3/4' SS SNS OR
1A 3/16' POP RIVETS 1100 Pedro Do figuemdo-Pf 52GO9
SPACED AT 24'OC SECTION J3
CORNER CLOSURE
MIAMI DADE APPROVAL
monUCTREVISM)
Dlio
SPACED AT 24 IC
DATE.-014/07/2015
SCALE:NA
7E. OR 7A DESIGN BY:"Mr
IH ::
19) PUSH
BUTTON LOOK
LOCATED 17N ACCORDION
INTERIOR OR EXTERIOR SIDE
SHEET DRAWING III:
7 Of'13 15-1,4G
MANUFACTURER;
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER IT INc
HD LOCK SECTIONS L
1341 SW S.MACE00 BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:0172)673-0588
www.iusTstiuTTtFir.com
NOTE:51-IUTTER CAN BE LOCKED FROM $N
INSIDE OR OUTSIDE BY PLACING LOCKSECTION L
INSIDE OR OUT5IDE A5 REQUIRED. ❑ a tom, LOCK g(gpE SECTION
y i-W W 0109E POSITION PRODUCT: .
� 17
tea. �� SUPERNOVA
(414 w w EIMDED ALUMINUM
ACCORDION 5NUITER
L , LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. GDii6
1 5595 ORANGE DR.201
1 IB DAVIE, FL. 33314
1H
Tel.:(954)585-0304
. . .__ ENGCOOAOL"COM
65 r�pprrr..xa.��.
DE CFs
LHa��•s't
COMMERCIAL MORTISE LOCK W/ Q t
EXTERIOR KEY OR THUMB TURN IVO 26109
AND INSIDE .THUMB TURN ANCHORS TYPE. *.
INSTALLED ON SHAPE 8 A, B. C OR D
SPACED AT 24'0C '4 STA OF
ALTERNATE 5FCTION Lf �O�
LOCK BLADE WITH
LOcx�E5EcnON STARTER BLADE SECTION IA `M,;��OHAL rrr•
OPEN POSITION .rannrr
III! 3 0 2015
2 24 L �, P.qvEneer Seal
Pedro De guuredo-PE 52609
MIAMI DADE APPROVAL.•
FRODUC R9VI8PD
a u..Vlyinp with Liu BMW,'
Bmminsa°° 5,0 03
B>rpl Dale
BA py
8A 8 Mf�d el nuo
8 1J IB
DATE:04/0712015
COMMERCIAL MORTISE LOCK W/7 SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY:PPMP
AND INSIDE THUMB TURN
( COMMERCIAL MORTISE LOCK W/ 1 INSTALLED ON SHAPE 8
1B EXTERIOR KEY OR THUMB TURN LB 5HEET DRAWING Y:
AND INSIDE THUMB TURN
8 OF 13 15-146
INSTALLED ON SHAPE 8
MANUFACTURER;
TYPICAL HORIZONTAL JUST SHUTTER IT INc
UNIMATE LOCK 5ECTION5 M
LOCKING PINS APPLICABLE 1341 5W 5.MACEDO BLVD
ONLY AT OPEN POSITION PORT 5T,LUCIE
TO SECURE STACK FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
.-au 7A N1MN.Jl15TSHUTTERIT.COM
N
NOTE:SHUTTER CAN BE LOCKED FROM
INSIDE OR OUTSIDE BY PLACING LOCK AI 5ECTION M PRODUCT:
IN51DE OR OUT5IDF A5 REQUIRED. r LACK BLADE SECTION
yaw CLOSEI'MITION 7A SUPERNOVA
Q a w EXTRUDED ALUMINUM
u W w ER
ACCORDION 5MAT
(4 W LARGE 4 5MA1L
IMPACTED RATED
ENGINEERING:
7 OR 7A' 7 OR 7A ENGCO INC. cell
I•I0D 7 OR 7A 5595 ORANGE DR 201
DAVIE. FL. 33314
954)585-0304
.... _. _ .. .... - T ENGC0@AOL..COM
1B 1/4-eCX3/4'THUMB SCREW
LOCATED TIN ACCORDION
INTERIOR OR EXTERIOR SIDE
DRILL AND TAP.DPPOSITE 1/4%1 1/2 PULL PIN �.�
6� 3� BLADE TO RECEIVE SCREW INSIDE IIR OUTSIDE GEN /(j//'y i
(19) PUSH BUTTON LOCK' 8
LOCATED ON ACCORDION, N0.52609 a
INTERIOR OR EXTERIOR SIDE
ALTERNATE 5ECTION M I STA F
.. LOCK EIkADE SECTION - STARTER BLADE SECTION ���F
OPEN POSITION '�aS/ NAI. ��•d`�
ANC R
B, C ORPD JUL 8 0 2015
7 OR 7A SPACED AT 24'13C
Engineer Sal
redo D.hummed.-PE 52609
7 OR 7A IA � � MIAMI DADE APPROVAL:
a pRODUCTREVIBGD
r complying wish the Florida
Rumany GodoAcacptaft.N.
�5 Sl-
um 7 OR 7A �Dale 0 all
1 ade o
1B PUSH BUTTON LOCK 7 DR 7A .
LOCATED ON ACCORDION
INTERIOR OR EXTERIOR SIDE
DATE:04/07/2015
SCALE'NA
DE51GN BY:PPMF
I 1
1B I� 1B
511EET DRAWING#:
9 OF 13 15-146
MANUPACTURHO
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
STD LOCK 5ECTION5 N
1341 5W S.MACEDO BLVD
PORT 5T.LUCIE
FLORIDA 34983
Tet.:(772)201-9919
Fax:(772)6730588
WWW.JU5T8HUlTMT.COM
NOTE:SHUTTER CAN BELOCKED FROM
N51 Of OR OUT5IDE BY PLACING LOCK SECTION N
INSIDE OR OUTSIDE A5 REQUIRED, cu LOCK BLADE SECTION
to
6w CLOSE POSITION PROOUGT:
may SUPERNOVA
�a
EXTRUDED ALUMINUM
N y ACCORDION SHUTTER
LARGE•SMALL
IMPACTED RATED
ENGINEERING:
u ENGCO INC. CAell
1 1 5595 ORANGE DR.201
lB 111 DAVIE, PL. 33314
22A Tel.:(954)585.0304
.... . .. . .. . _ ... _. .-. - ENGCO@AOL.COM
6� 22 ;rrMpnournpA,
22H �a�r s , 'Ls
* No 2609 €
ANCHORS TYPE 3
A, B, C OR D
SPACED AT 24'DC �
ALTERNATE 5ECTION N I '.R
SECTION N LOCK BLADE wtTt1 •'� �5/�
LOCK BLADE 5ECTION _ STARTER BLADE SECTION LA ..„���NAL r•"
OPEN POSITION LIEMMI .rrrrpar
JUL 3 0 2015
3 2, 15 Engineer Seal
8 Pedro De Fqueve b-PE 52609
' MIAMI DADE APPROVAL:
`a PRODUC'ritDVIHHD
aoolv4ftw101 Cr mme.
N caft
Aaq nic No
ionD�O 1 jo�9
G
i Bs
22A 22 W ue Contra
1
1B� 22H
22A—/ \\ DATE:04/07/2015
`22 SCALE:NA
DESIGN BY:PPMP
1 1
lB IB
SHEEP DRAWING N:
10 OF 13 15-146
MANUFACTURER: '
TYPICAL BLADE A55EMBLY JUST SHUTTER IT 1Nc
BILL OF MATERIALS
13 1341 5W 5.MACEDO BLVD
!TCM DESCRIPTION MATERIAL MANUPCTURER PORT 5T.LUCIE
12 13A t G063-TG ALUMINUM N FLORJDA 34983
16 0.19 IA STARTER BLADE 6063-T6 ALUMINUM NASA Tel.:(772)201-9919
�it@GL 1 B COMF05TTE MDC 6063-T6/LEXAN NASA Pax:(772)673-0588
I C FLOATING STACK BLADE 6063 TG ALUMINUM NA5.A WNAV.JU5T5HLnTm.COM
20 14 0 2 CEILING TRACK 6063-T6 ALUMNUM N.A5.A
16 / 3 I'/112'WALL MOUNT TRICK 6063 TG ALUMINUM NA.S.A
14 1 J 3A 2'WALL MOUNT TRACK 6063-T6 ALUMINUM NA. .A.
1H 4 'R TRACK 6063-TG ALUMINUM NA5.A
5 RCC ED K -!6 AL MIN11M N.AS.A PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.A5.A.
6A ADJU5TA E MALE TRACK 6063-T6 ALUMINUM N.A.S.A SUPERNOVA
HEADER •'I I" 7 UNIMATE LOCK BLADE W/O LP 6063-T6 ALUMINUM N.A.5.A p(IRL1pEp ALUMINUM
0.14 7A UNIMATE LOCK BLADE LP 6063-T6 ALUMINUM N.A5.A ACCORDION SHUTTER
B HD FEMALE LOCK BLADE 6063-T6 ALUMINUM N.A.S.A - LARGE 4 SMALL
8A NO MALE LOCK BLADE 6063-T6 ALUMINUM N.A• .A IMPACTED RATED
iv 13-81 OX3'HN 8B HD ADAPTOR FILLFR 6063-T6 ALUMINUM N.A5.A.
BLADE SCREW 9 I'JAMB CL05URE 6063-T ALUMINUM N.A.B.A
410 5TAJNLE55 STEEL 9A 2'JAMB CLOSURE 6063-T6 ALUMINUM N.AS.A
I0 114-2X ANGLE 6069 TG ALUMINUM N.A5.A ENGINEERING:
I I 118-2X ANGLE 6063 TG ILLUMINUM N.A.S,A
0 19 12 WHEEL CARRIER PLATED STEEL/NYLON NA5'A• ENGCO INC. CABN IG
O13 B 10X3•HH BLADE SCREW 410 STAINLESS 5TEEL N.A.5.A-
91U c N 13A B I OX2'HN BLADE SCREW 410 STAINLC55 STEEL AS.A 5595 ORANGE DR 201
o .. I4 0.44'DIAM.FIAT WASHER STAINLESS STEEL N.AS.A DAVIE, PL. 33314
av 15 0.46'0 x 0.93'BUSHING NYLON N.A5.A. _ Tel:(954) OLCO 04
16 0.46'0 x 0.65 WHEEL BU5HING NYLON N.A-5A ENGCOQAOL.COM
]4 1 19 PUSH-BUTTOM LOCK '',�ptuu•uy
14 .-.. 20 - 12k 3/B'WHPl15PACER NYLON �NA.5A.
-
16' t 24 t16'-1W X2.5IX4 1.WANGLES 6063-75 ALUMINUM . ��� �,'�E'.F�(j��,��
15 0711aWL 0.14 2& STD FEMALE LOCK BLADE 6063-T6 ALI7M NUM A �wO '�F
13-/ 1'3A 22A, STD MALE LOCK BLADE 6063-T6 ALUMIWUM A 4cl �.;EN84o �O .
13A-/I OX2'HH 22B 570 LOCK KEBER 6063 T6 ALUMINUM -
410SBLAM STAINSCRELESS
No:52609
• 4 I O STAINLESS STEEL *,
0.SDA '
STATE OF
0.4f0l 0.390 � woR1�/
0.20 0.390 0.44 0,103
m:;�"� m o o �•••n•nitNdtt
R alu
3 JUL 8 0 2015
n 0.3l0 T oPu 14-0.03'X 0.44'0 Ea3NNe1r Seal
EEL-
v ® N 5TAINIE55 STPedro De F69wwdo-PE 52609
d� 6 a 6 Fur WASHER ANCHOR 5CHEDULE
16-A6'0 X.65' 15-.46.0 X.93' MIAMI DAVE APPROVAL-
0.5o NYLON WHEEL 5U5HILNG NYLON BUSHING TYPE DESCRIPTION EMB E.D.
20-1!2.0X0.36' A I/4'ITWTAPCON INTO 3000 PSI CONCRETE 1.75 3.0 PROIxICFR6VIb7LD
NYLON WHEEL I/4'ELCO ULTPACON IN2700 P51 CONCRETE 1.75 2.5 BuDdU g Coda the F1 XW4
SPACER AI 14' AP N CO)ON EBL 1 ANsaplaooa No ..o .Oi
14'ELCO ULTRACON INTO CONCRETE BLOCK 1.25 2.5 Fzpi Uate 9
B 1/4-20X I ALL POINTS 50LID-5ET INTO 3.0 K51 CONCRETE 0.875 3.
51 I14-2OX I ALL POINTS,SOLID ET INTO CONC 0 5 3.
C 11)LAG 5 INTO G= 1.50 Control
12-WHEEL CARRIER D 1/4'-14 5ELF DRILLING SCREWS INTO 1/8'STEEL OR ALUMINUM 0.75
016 STAMPED 55 WITH E 1 1/4'CRETE-FLEX 5-54 INTO 3000 P51 CONCRETE 3.0
NYLON WHEELS E I 1/4'CRETE-FLEX 554 INTO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
NA
Irons_ to:EDGE DISTANCE ShKIL BE BM011D WALLDRESSING SCALE: 13
CN,IBdMBEDA/[IR SNAIL BE aE1OI1DWA11DRESUNG DESIGN BY':PPMF
w IH'TA➢CGN.IH'CP.ET6rLrx A 14 WOOD 5aWA 5 CAN W U5E0 RN XffL E ar IH'LAG SCREJ+s
O
511EET DRAWANG At:
I I OF 13 15-146
SHUTTER COMPONENTS MANUPACTURM-
4.56
-192 JUST SHUTTER IT INC
4.54 4.08 3.23 a 46
4.08 a 61 2.85 1341 5W 5.MACEDO BLVD
1.24 1.99 PORT 5T.LUCRE
4A' o d 3 0.97 g o FLORIDA 34983
0i c3
d 0 4 ci o Tel.:(772)201-9919
c 3.21 a d . o Pax:(772)673-0598
1.23
15-COMPOSITE v; 1.46 WwW.JUST5HU7TERIT.COM
0. 1
I-0.05'ACCORDION BLADE ALUMINUM/LEXAN BLADE 7A-UNIMATC W!LP
d d LD(AN POLYCARBONATE APPROVED
1.45 T 7-UNIMATE LP LOCKING BLADES 1141
AS PER VOA 13-0717.01 DE
XLI02W LOCKING BlADE9 PRODUCT.
I A-5TARTCR SLAM
I . 0.51 2.31 SUPERNOVA
4.61 % 1.83-1 -1.77 51 a ei m 006 a C7ffRUDED ALUMINUM
4.09 h o 1.56
1 0
ACCORDION
SHUTTER
c LARGO 4 SMALL
86T IMPACTED RATED
o - F
d
USE WITH 8 AND 8A
@� I G 0.05'FLOATING STACK BLADE m "i a•"1 -1.99 .4 0 N ENGINEERING:
2-ONSET TRACK W1 RG �TIONAL s a.OD ENGCO INC.
FArr,,sllo
HDM/SILLMOUNT %64 5595 ORANGE DR.201
0.08
0.13 2.1-INSET TRACK W/O RGLO LNMG BLADE 0.60 DAVIE, PL. 33314
MAID HD 0.08 Tel.:(954)585-0304
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AL7EPNA7E IAIX -' HEADER/SILL MOUNT .... 8-FEMALE ND ..-. .. .. ENGCO@AOLCOM
ENO RECEPTORLOCKING BLADE
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I-.. AND31LI voi '„ ro 5•RECE55E0TRACK �'art'1•�� E Ffn y1
R C' o S 60 3 al SILL MOUNT ONLY rraat>!�
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0.10 a� a06 . ' 0.77 34 No. 26092.831
2.41 0.86 .. 1. 1 _�' *S
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0.611 a ? STA d 0.07 � ' N 0.0 I d zee �'e �ORICo
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OPTIONAL o^ 98-IID JAMB CLOSSURC 7 0
p 3A-2 BUILO.OLIT TRACK d n 6 d -r 'w„�,ONAL rr�Nrdr
d a 06 L HEADER BILL MOUNT L d
=r=�-�-1-
3A.1- 220-LOCK KEEPERLNSERT z,7o--^I JUL 802015
.59 0.61 RAIN GUARD(RG) 9-I'JAMB CLO5URC
22-FEMALE STD 22A-MALE STD
0.07 LOCKING BLADE LOCKING BLADEN EMwmr•Beal
3-1'//k BUILT-OUT TRACK OPTIONAL - d Pedro De Fgveiredo-PC 52609
HEADER/SILL MOUNT
0.l253.70 MIAMI DME APPRAVAL:
3.1-1'Yk BO TRACK Wi0 0'z5 9M 2'.LW5 CLOSURE _
RAIN GUARD(RG) *16
2.07-0.09 Tra cm RRVIS
xa'Rlr Florida
1.91 0.06 IWdI 8C�i0de
�� Aftq 0 13.03
F ZX 0.66 d y �m 21-1/10'THICKANGLFS BBy- Conh0.61 O' o0 p o •` 6063-T5 ALUMINUM ALLOY0.83 u6 ni 0SIDE CLOSURE LSE ONLY
f�--3.
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DA7E:04l07/2015
d 3.36 N SC/LLE:NA
1t3-�---1.29 6-MJL157ABIE FEMALE 6M ADJUSTABLE MALE ly DESIGN BY:PPMP
37
HEADER/Sit!MOUNT HCADER/SILL MOUNT
4-•A•TRACKSHM7 .DRAWING R9:
SILL MOUNT ONLY I I-IB'THICK ANGLE5 10-1!4'THICK ANGLES )' OR 1.S' 1 2 OF 13 15-146
6063-TG ALUMINUM ALLOY 0003-T6 ALUMINUM ALLOY
I
MANUFACTURHL-
5EGTION X JUST SHUTTER IT INc
TRACK 2 OR 2A INSET MOUNT
5ECURED TO AN ALUMINUM PLATE 1341 SW S.MACEDO BLVD
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PLORIDA 34983
Tet.:(772)201-9919
Fax:(772)673-0588
WW W.JU5TSHUTrMT'.COM
0,63 0.62
1.25 t.25 1.25
(4 PER RAFTER) I L ti PRODUCT:
1/4'X 2 1/4 FH TAPCONS d
WITH 2' MINIMUM 1149(5'6063 TG ALUMINUM PLATE SUPERNOVA
PENETRATION INTO YOpD EXTRUDED ALUMINUM
ACCORDION SHUTTER.
LARGE 4 5MAtL
5.00� IMPACTED RATED
N
2,2A�' 1/4'X5' OR I/0-X5' 6063-T6 d ENGINEERING:
F ALUMINUM PLATE SECURED TO
CC >iNGCO INC. �Ae�ts
RAFTERS AT MAXIMUM 24' CC ALTERNATE TO PLATE SEE TABLE BELOWPRESSURE
FOR SHUTTER 1/49(2'X5.6063-TG ALUMINUM ANGLE N
�y C1gp� SPAN[: PRESSURE D5595 AVIE0��33314 I
1/4'-14X 2' SELF DRILLING SCREWS _.., � _ _.- -. .,- � TAA E, F . 4
a s SEE SHEET 5HOUNT TYPED 'ENGCOGAOLCOM
H m�H ANCHOR TYPED FOR ANCHOR SPACING �rfffprrnarryrrr
IE Fl,
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1/89(5'6063-T6 ALUMINUM PLATE4OR v
ALLOWABLE DESIGNED PRESSURES ALLOWABLE DESIGNED PRE55URES `'sFd'/ NA6L 01
FDR SEMON X WITH IN AL IMINUM PATE 1`OR BEGTtQN X WtLH i/3'KMWM PIATE
4syrrrrnrrff�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DE51GNED
SPAN PRES5URE SPAN PR 55URE(P5 a L 3�} Q 7d
IN BLADE I BLADE 113 IN BLADE I BLADE I B -7--- Pedro De Mameedo--PE 52609
60 t159 ±159 60 ± __
99 ±99 I
72 ±132 t 132 72 ±82 ±82 ALTERNATE TO PLATE o
84 ±-113 ti 13 84 t71 ±71 1189(29(5°6063TG ALUMINUM ANGLE
90 ±106 ±106 90 ±66 ±6G MIAMI DADS APPRDVALi
108 :t 88 * 88 108 ±55 ±55 MIODUCTITSVI9HD
126 ± 68 ± 68 126 ±47 ±4?
132 ± 62 ± 61 132 ±45 ±45 OmTdLrfA�d � d'
144 +48-52 +45 47 !44 ±•41 ±41 AaepnneeNol - lS.ojq
2 +30,-40 +28,-33 162 ±30 +28,-30
m
!Nina Dodo : CCU.UDV
NOTE: 1- LINEAR WDWO(ATION t5 ALLOWABtE BETWEEN 51ADE 5PAN 512E5 ,
DATE:04107/2015
SCALE:NA
DESIGN BY-IMF
t
SHEET DRAWING#:
13 OF 13 t5-146