HomeMy WebLinkAboutProduct Approval FLORIDA BUILDING CODE 2014-5th Ed.-ASCE/SEI 7-10-WIND LOAD TABLES-170, 176 mph
Enclosed 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 WND PRESSURES IN PSF
170 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D
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 dr z5 z4 z5 z4 h z5 z4 z5 z4&z5 z4 z5 z4 h z5 z4 z5
0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4
16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 44.2 47.8 58.9 48.2 52.3 64.6
21-30 40.0 43A 53.4 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 66.4 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 69.0E556.6 61.3 75.7
51-60 46.3 50.2 61.8 50.6 54.9 67.8 51-60 53.4 57.8 71.2 8.4 63.3 1 78.2
LOCATION BROWARD COUNTY,PALM BEACH AND OTHER Lannw BROWARD COUNTY, PALM:BEACH AND OTHER
EKANPLE COUNTIES E%AMRP COUNTIES
WIND PRESSURES IN IPSF WIND PRESSURES IM PSF
175 MPH VE LOC1TY-EXPOSURE C 17 5 MPH VELOCITY-EXPOSURE D
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 1 than 10 degrees
Positivel Negative Positive Negative Positive Negative Positive Negative
z4 dr z5 z4 z5 z4,&z5 z4 z5 z4 dr z5 z4 z'5 z4 dt z5 z4 z5
0-15 36.7 39.7 48.9 40.1 43.4 53.6 1 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 62A 51.1 55.4 68.5
21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 50.2 54.4R66.9E54.859A 73.4
31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 52.8 57.262.5 77.1
41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 54.9 59.4 65.0 80.2
51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 67.1 82.9
EPEE MIAMI-DADE COUNTY ELOCAFLE MIAMI-DADE 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 CONDITION 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 B(Section 26.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the
size of single family dwellings.For building<=Wit exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft
exposure B prevails in the upwind direction for a distance greater than 2600 ft or 20 times the building height,wichever is greater.,Based on the FBG
HVHZ,use Exposure C when building Is located in Exposure B
5-EXPOSURE C(Section 26.7.3)-Open terrain with scattered obstructions with heights less than 30',open oountry 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 surfaces prevails in the upwind direction for a distance greater than 5000
ft 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 WIND SPEED-V=170 MPH,175 MPH0-TOPOGRAPHIC FACTOR ���errisi•r•
10-DIRECTIONALITY FACTOR Kd= 85(Wind DirectioFLAT nality Factor) ••••°•••• p IC ••••••�•
11-TRIBUTARY AREA:10SQF °° �al'l �G,
12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the o°° •,•'•'' E e •� f
Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft.
No. 5260
Roo, slope E N G C O,Inc. STATE
Engineering Services-CA 8116 � ,S` a "•e' °°
/ z 1791 Blount Road-unit 907 • . °o°°
z< Pompano Beach-Florida 33069 •••. 8/(SNA ••0
51 > \ Tel:(754)307-1319 Fax:(754)205-6846 •••••a••w����i• °
I MEAN ROOFi0�� E-mail:Engco@AOL.com
h HEIGHT
&119
O Q �_ Q9�
9 g` °yan0 a<=BWx0.1 Ora<=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
-- -- -Opening----
1. Already Shuttered O
(Existing) down U
2. Supernova Accordion Shutters LLJ
(Window)
3. Supernova Accordion Shutters W
(Front Door) 0-
G..
LU
4. Supernova Accordion Shutters Z
(Window)
5. Supernova Accordion Shutters
(Window) 11 s'- OVC
6. Already Shuttered 10. , _
(Existing) 12 J
7. Supernova Accordion Shutters4. 9
(Window)
8. Supernova Accordion Shutters 1 -.
(Window)
9. Supernova Accordion Shutters
(Window). 13
10. Supernova Accordion Shutters m E
(SGD) - 01 00
v
11. Supernova Accordion Shutters $ u M ° a
(SGD) i' m
12. Supernova Accordion Shutters 4' h a N
(Window) h 3
13. Supernova Accordion Shutters 14 t
(Window) n0 d
14. Supemova Accordion Shutters
(Window)
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- - - --1 -- -- -- - --- 000 a
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SCALE:
NOT TO SCALE
DAM!
Oct 16,2017
PA DESCSIPNON:
Site Plan
PAGE: OP1
1
i
MIAMI•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 i Miami,Florida 33175-2474
T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE(NOA)F' www.miamidade.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. TheMiami 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 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 beenifiled 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.
M1AMtt?ADECOUNTY NOA.No.45-0513.03-
QEz tion Date:08/14/2019
'A p oval Date:08/27/2015
0 8/2 7I2ojS
Pagel
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL'#14-0708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets 1 through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
June 26, 2014, signed and sealed by Pedro De Figueiredo,'P.E., on June 26, 2014.
B. TESTS
1. See Association's generic approval under 14-0155.
C. CALCULATIONS
�- 1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory,and Economic Resources.
i
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 A,Inc., dated August 01,1014, signed by
Mr. Samuel Zaza,
3. Letter by Engco Inc., dated 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 N.A.S.A.'s generic drawing(No.
14-019.1). j
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. I5-146, 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.
i
&VJJ
i
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 I
1. See Association's generic approval ander 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.
I
F. STATEMENTS 1
1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.K, certifying that the draining(No. 15-146)prepared for Just
Shutter It, Inc. is engineering wise identical to NIA S A.'s generic drawing(No.
I5-113) and complies with FBC, 2014 Edition.
I
I
I
I
I
I
• I
I
HAfiy A.Makar,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
1 Approval Date:08/27/2015
E-2
• � j I
I
MANUFACTURER,'
d` _u-1.--L-_-
, ��RJUST SHUTTER IT INC
v`
1341 SW S.MACEDO BLVD
ORTEXTRUDED ALUMINUM ACCORDION 5HUTTER FORDAa4 93
Tel.:(7 I9LARGE M1551LE IMPACT RE515TANT Fax:(772)673-0588
WWW.JUS-t5liUTTER T.COM
GENERAL NOTE5: FLORIDA BUILDING CODE 2014-HVHZ
PRODUCT:
I-DEFINITION:THIS PRODUCT 15 AN ACCORDION TYPE SHUTTER:DESIGNED,CONSTRUCTED AND SUPERNOVA
ERECTED TO EASILY ENCL05E AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ALUMINUM
PRE55URE5 AND LIMITATIONS STATED IN THIS APPROVAL. qC LR010N SHUTTER
LARGE i SMALL
IMPACTED RATED
2-CODE:TH15 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OP THE 2014 FLORIDA BUILDING CODE.
3-POSTING;A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY VISIBLE LOCATION STATING ENGINEERING:
THE FOLLOWING: ENGCO INC. GAMIC
5595 ORANGE DR.201
'JUST PMOVSHUTTER ITINC-PORTUMACORDIO SH TABLE OF CONTENTS: DAVIE, FL. 33314
SUPERNOVA DRRUDFO ALUMINUM ACCORDION SHUTTER
Tal.:(954)585.0304
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' SHEDDESCRIPTION' - - ...... ENGCO®AOL.COM
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED-BY-9 I TABLE OF CONTENTS,GENERAL NOTES,USER INSTRUCTIONS
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED PE51GNED
PRESSURE MUST NOT EXCEED THE ALLOWABLE PRESSURES POR EACH SHUTTER COIv1PONEN'r TO BE
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE I, I A AND GLA55 ��� r• 8 /'t
USED. SEPARATION TABLE 2 •�Q F
5-MATERIAL ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF 6063-T6 ORA5 NOTED. * No.6 609 !
3 TYPICAL SECTIONS A.B 1.B2,53,54 WITH ANCHORAGE TABLES 11
6-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS 5PECARED IN THE CURRENT SET OF 4 TYPICAL SECTIONS B 4 C WITH ANCHORAGE TABLES �O STATq`F
DRAWINGS.INSTALLATION AND LOADS AS PER THIS APPROVAL.
7-USE:IT SHALL BE THE RESPONSIBILITY OP THE CONTRACTOR,ARCHITECT OR 5 TYPICAL SECTIONS D.E 4 GH WITH ANCHORAGE TABLES ENGINEER OF RECORD '•s/OVAL ��;�°
TO VERIFY THE FOLLOWING: 6 TYPICAL SECTIONS P.G i l WITH ANCHORAGE TABLES �'•a•...a.udP
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED IN5URING PROPER JUL 3 0 2015
ANCHORAGE 7 JAMB AND CORNER 5FC1TON5•J°
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS,LOCAL CODE E� 9e�1
_ REQUIREMENTS,DE5IGNED PRE55URE5 ETC,- _- = 8 LOCK MALE i FEMALE SECTlON5'C_ - - Pedro De FM,neado-PC 52609-
7.3-THAT TH15 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. _-
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OFTHE ANCHORS 9 LOCK UNIMATE SECTIONS°M' MIAMI DADE APPROVAL,
FOR THIS PRODUCT APPROVAL.HOWEVER,WOOD ANCHORS WITH 1.6 LOAD DURATION INCREASE FRODUO'I'RL:VISED
10 STANDARD LOCK SECTIONS IN'
_-- —- FOR WIND LOAD HAVE BEEN USED. -- -------_-- -- ---` - — ---- - -- ------ - ----- ----_------- - -- -B I i _ wilhillaFl-orw.1
. , edlaRag(bdo -- --
I I BILL OP MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AweMw a No 0 3,03
Ionuala�J4
U5ERIN5TRUCTI0N5: — — 12_ COMPONENTS _ ppyy
=Contral-
I-DETERMINE PROJECT DESIGN WIND LOAD PRESSURES AS PER ITEM 4 OF GENERAL NOTES. 13 SECTION 9f°DE-TAILS
2-CHECK BLADE SPAN ALLOWABLE DE51GN PRESSURE ON TABLE I OR TABLE I A DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DESIGN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRE55URE CAPACITY FUNCTION OF SECTION TYPE TO Be USED AS
PER SHEETS 3,4,5 4 G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING 8: 1
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-146
PRESSURE FROM GENERAL NOTES 4
MANUFACTURER:
JUST SHUTTER IT mc
TABLE l� TABLE I A INTERIOR/EXTERIOR, 1341 SW 5.MACEDO BLVD
UCIE
MAXIMUM ALLOWABLE #I BLADE MAXIMUM ALLOWABLE N 14 III I B BLADES 'Lf 6� PORT ST.
SHUTTER SPAN X PRESSURE SHUTTER SPAN X PRt55URP I 1 I� FLORIDA 34498915
3
100• � .—-_-�-'-) Tel.:(772)201-9919
BLADE SPAN PRE55URE(P5F) BLADE SPAN PRE55URE(P5F) `N ALL ALUMINUM BLADT54 Pax:(772)673.0588
INCHES _p__N INCHE5 N 1 t WWW.JUB75HUTTCFJT.COM
6 16
66 158 158 66 158 158 INTERIOR/EXTERIOR
2 4 144 72 144 144 PRODUCT;
78 133 133 78 !33 133
84 124 124 84 124 124 INTERIOR/EXTERIOR 61 5UPERNOVA
90 116 II6 90 116 116 COMBINATION
96 108 108 96 105 108 1 1 1� ALUMINUM/LEXAN BLADES DXTRUDED ALUMINUM
104 100 100 104 100 100 Pim 100' ACCORDIONLARGE 4SMILLL ER
eUMI UM/Aww+GeD LADE
108 93 93 108 93 93 coM BHAVONS REOLMao IMPACTED RATED
114 83 83 114 83 83 IB IB
120 75 75 120 75 75 INTERIOR/ERERIOR
126 -r.9— 68 126 68 68 ENGINEERING,-
132
62 62 132 61 61
138 --- 7__ _57 138 53 53 INTERIOR/ExreRIOR ENGCO INC. GB116
_IA4 -48-_-�52? 144 45 47 5595 ORANGE DR.201
150 41 4B 150 38 42 1B 16 1B DAVIE, PL. 33314
162 30 40 162 28 33 Tel.:(954)585-0304
NOTES;.__. .. _.-.__.. - ._ --_. .. ..--.tam .._... .. _ ... _ .. .- - -' -• A=LEXAN Bl.ADE5 - ._ ENGCOQAOLCOM '- .....
I-ACCORDION BHUMMADC SPAN(INCHES)IOP ALL CONDITIONS
2-FUSSURC-DESIGN WIND LOAD(PSF) I B 1H� rrrrpprw,yplp,,
5-UNEARM&POIAMON 15 ACLERABIC rOR DESHGN WMD LOADS AND MADE SPAN BEAtRLTI �
TWLATEri,vAuSES '::INTERIOR/EXTERIOR dr rr pE 8,`/�fy�• `t
4-USEYAVE I A WM ONE OR MOREIWE IB01ADE5U5CD
5-BLADE REVERSED HNSTAIlATION 15 ALLOWED FORALL MOUfaw CONDIDONS ♦4 Imo``
_ TABLE 2 No. 2609
1*z.
MINIMUM 5HUTTER5EPARATION FROM GLAZING * C
I TY!'ICAL ELEVATIONTYPICAL CR055 SECTION �� STAT F
A,B,C,D,E GH K GLAZING SEPARATION (INCHES) L D�� p�OR%Opp
TDP TRACK P
BLADE TYPE BLADE SPANs`sS�ONAL rjP
<=60° <=10 • 162•
JUL 3 0 2015
cYi ALUMINUM 2• 2 314' 3.125° engmeeP 5eai
a -
ALL e VA1ION5
Pedro De PWairodo-PE 52609
¢ I VAN 3• 3• 3•
rLLii i <�30'ELEVATION MIAMI DADE APPROVAL:
L, M. N , h
-- --- --- -- U- Lt7XAN 2 1/8' 3° 3° nomplY�iHREV1S he Ploaidn
¢ -- ---- - - - - --- --- - ---- -- _- --- -..---- --- --- -- BDildinlICode--
J m >301 ELBIATION- ---- aoroNo Vale )Q
1... DD AoDeW5.05 03
NOTES:
W I.wAPATION FROM GLAZING ARM SHALL eE MPASURED fWM
_GLAtI SPARATIONSURPACGTOTHC WNER MOST BLADE OR LOCKSUN'ACE.
2-GLASS SE '19 APPI1Cn9ll VER THL'NVHT XBROWARD AND= •t1�XBIlD odUp CAnlro
= MIAMI.OADE ODUHIUCS).
to "3=WHEN SIIVMit E5A53DAMED_Wr"DDLTTI'rE9 OF.BIADES_THE,
�— LARGEST GLASS SEPARATION SHALL APFLY.
DATe:04107/2015
A,B,Bt,B2,B3,84 DES
BOTTOM TRACK INA
C D E F G l GH DESIGG N BY:PPMP
SHUTTER WIDTH (SW)
NO LIMITATION EOF
DRAWING H:
15-146
TYPICAL 5ECFION5 A.151.132,133,04 NMUPACTURM:
AND ANCHOR 5CHEDULE I/1B JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR W�z iglOX3/4' TEKS
SECTIONA 1/4-20X1/2' HHMS N/NUT ¢a AT 12' DC 1341'5W 5.MACEDO`BLVD
BUILT-OUT ON ANGLC SPACED AT 12'DC H PORT ST.LUCIE
neADeRORslu 16
DPr[aNaL FLORIDA 34983
2,2A Tel.:(772)201-9919
11 -`• SECTION B4
�- 6 ADJUSTABLE TRACK Fax:(772)G73-0588
' ON REVERSE ANGLE WWW.JUST5f1UTTERIT.COM
m EMBED. W SILL ONLY
_ w i1 y` ANCH13RS DESIGNED
rm ti 6A �L' AS PER SECTION B4 PRODUCE:
{ = 10 �f x ON TABLE BELOW SUPERNOVA
ANCHORS DESIGNED =
AS PER SECTION A EXTRUDEDFLLUMINUM
1/1B ON TABLE BELOW
= a. 1/4-14X1''GR5'SDS OR
ACCORDIONLAARG4MALUL ER
w a 1/4-20X3SPACEDMATW5'JOC EMBED.--� IMPACTED RATED
a w SECTION BI
'A!TRACK ON
REVERSE ANGLE _ y� ENGINCER)NG:
SILL ONLY 7, ENGCO INC. caa+l6
Q 1/1 H 95 ORANGE DR 201
ANCHORS DESIGNED y DAVIE. PL. 33314
AS PER SECTION B1 +,1 - #IDX3/4' TEKS SECTION B3 Tel.:(954)585-0304
........ . . ADJU5TABLE ON - '-. ENGCOQAOL.COM
4 - ---. - 11- F ON TABLE--BELOW F Q AT""12' OC STD.ANGte
88N
+J m 'M w SILL ONLY
1/4-14X3'.GRS SDS DR t 6 �- W ANCHORS DESIGNED
MS H/NUT w AS PER SECTION 33 �,0y'%C N8
1/4-20X1/2' HH •'y
EMBED. :- +• R V F
SPACED AT 12'OC ¢ ON TAHLE,BELDW
:4
ti No. 2609
6A STA F
i y �• 10 EMBED.
:K r
'U La o ANCHORS DESIGNED ''''•S��NAL ���°�
w 1/IB `� AS PER SECTION B2 1/4-14X1' GR5 SDS OR + 1�'••aa„$u�'d�
= a, 16 '' �''< ON TABLE BELOW1 JUL g 0 2015
w 1- OPTIDNAL 4,Y 1/4-20X3/4' PHMS N/NUT
F = V a SPACED AT 5'13Cy nsoo MAX. BLADE SPAN IN INCHES_Lf i - _ _ Pedro Oe Eqlr Sl
Pu)uc�ireAoUPe 52609
4 l 1 +i EMBED.--'I SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET I1 FOR ANCHOR TYPE MIAMI DADE APPROVAL:
BASED ON SPACING IN INCHES ON CENTER
— — —
1/4-14X1'
GR5 SDS OR <'• SECTION B2 ANCHORAGE SPACING 162 132 108 84 60 ODUCTRBVISID
-- --- - -'A TRAMON--
1/4-20X1/2' HHMS W/NUT -- - - - -- s -""E1 -E- EI--E- EI-- -- -EI--E- EI - eOA1dY1ngK•Ah11xFTm�da
SPACED AT 12.00 5rD ANGLE 14 40 31 62 38 93 46 124 60 160 84 BuIW1++pCod°
SILL ONLY SECTIONS 12 40 36 62 44 93 54 160 70 60 98 Aaeplr<c No I S 3.03
A,81.92 __EF_ 40 40 621 62 93 81 124 105 60 146 Im
MAX. BLADE SPAN IN INCHES - 83.84 __C--_77_40 -•40 62-F-62-793 93 124 124 1601-160 Com'
4 40 40 62 62 93 93 124 124 160 160
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5P) BASED O-N SPACING IN INCHES ON CENTER
DATE:04/07/2015
ANCHORAGE SPACING 162 1 132 108 84 1 60 SCALE:NA
A Al H IBI IC ID I A IAI III IBI C D A Al B Bl C D A At B B1 C D A AI B B1 C DESIGN BY:PPMF
SECTIONS
14 4 -- 0 40 40 40 62 -- 62 9 62 49 9 22 3 60 92 60 116 9 124 77 118 77 I 0 �47
60 108 160 107
A,81.82 12 40 -- 40 40 40 40 62 21 62 57 62 57 93 26 93 70 93 70 124 34 124 90 124 89 160 160 126 160 125
8 40 26 4140 40 40 62 32 62 62 62 62939393 93 93 124 56 l 0 16 16B3,84 6 40 35 40 40 40 40 6243 62 62 62 62 93 52 3 93 93 93 12467 124 !2 124 124 l60 160 160 6 160 SHEET DRAWING H:
4 40 40 40 40 40 40 62 62 62 62 62 62 93 79 93 93 93 93 124 101 24 124 124 124 160 160 160 160 160 1 3 OF 13 15-146
MANUFACTURER
TYPICAL 5ECTION5 B AND C JUST SHUTTER IT INc
AND ANCHOR SCHEDULE
1341 5W 5.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
ANCHORS DESIGNED
Tel.:(772)'201-9919
AS PER SECTION C Pax:(772)G73-0588
ON TABLE BELOW WWW,JU5T5HUTTERIT.COM
3,3A-\
t w z a WW PRODUCT:
a
x ¢¢ as
s v1B r 0Q 5UPERNOVA
17 EXTRUDED ALUMINUM
Ix La t+�pT Ig x r ACCORDION
4NShUTrEK
SMALL
OFT111NAL IMPACTED RATED
to ANCHORS DESIGNED x I __
AS PER SECTION B - z I/IB
2,2A U ON TABLE BELOW s a (5ECTION Cl
T B a w w FWALL-MOiINT•W1TH ENGINEERING:
a rRACK30R3A ENGCO INC. �Aett�
SECTION B HEADER OR SILL
= w 5595 ORANGE DR.201
QUILT-0OUT vt 1/IB 33314
REVERSE ANGLE -'r' ;) EMBED•
HEADER ORSILL •�.`�•� :. - --- EN COM
DAVIE, PL.
Tel.:(954)585-0304
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fl ''t�11/I)1/i/�IIr�
1/4-14X1• /
GRS SDS'OR 3,3A
1/4-20X1/2' HRMS 41/NUT' s
SPACED AT 12.00 N $14
a No. 2608
taa ANCHORS DESIGNED
AS PER SECTION C'
OM TABLE BELOW 1�
w }�� a�0•R p•' �t1��
MAX. BLADE SPAN 1N INCHES �4r��•0.8 901
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE (P5F) BASED ON SPACING IN INCHE5 ON CENTER JUL 802015
ANCHORAGE SPACING _ 162 — — 132 108_•_ 1 -84 'i 60 Eng:aeersaal
A AI B HI C D A Al B BI C D tcA's AL B BI" C DA A77 H Bl C-- D' A Al. B- Bl C D Pedro DePguuredo-PE 52609
t T141 4 -- 40 4 4 1 4 49 i 2 60 1 60 t '04P 29 1 0 7 4 45 40 1 1 14it
07SECTIMfS 12 40 -- 40 40 40 40 62 21 62 57 62 57 07 26 93 70 87 70 1'1 34 119 90 112 69 56 47 160 126 157125 MIAMIDADEAFFROVALi
—� i8 40 26 40 40 40 40 62 32 62 6 62 62 93 39 93 87 93 86 124 111151-1111-2-1 111 124 111 160 71 160 156 160 155 lRODUCI ItBVISLD
-- -- - -- - - -- -- 6- --40--35- 40- 40-_40_40_ 62_ 43- 62 62 62 62 93 52 93 93 93 93 124 67 124 1 4 124 124 160 94 160 160 160 160
mi oemylylag with the FTedde
4 40 40 40 40 40 40 62 62 62 62 62 62 93 76 93 93 93 93 12A 98- 12............. '160- 137 160-160-160 .160-- — __.BmdiasOtdo_ -05) ,o; ----
Atx:ephnce Ne
B�1 tionlAto 0/9
— MAX. -BLADE SPAN IN.INCHES_ _ _ 81
_ �.
SEE ANCHOR SCHEDULE ON - Mt�a1D uctCantro—1 __-
SHEET 11 FOR ANCHOR TYPE MAXIMUM ANCHORAGE PRE55URE(P5F)
BA520 ON SPACING IN INCHE5 ON CENTER
ANCHORAGE SPACING 162' 1 132 1 108 1 84 1 60 DATE:04/07/2015
s E E1 E El E EI E E1 E ES SCALE:NA
14 40 31 62 38 87 46 112 60 1S7 04 DE51GH BY:PPMF
SECTIONS 12 40 36 62 44 93 54 21 70 t60 9
B 8 C 8 40 401 62 62 93 77 124 99 160 138
6 40 40 62 62 93 00 124 113 160 158
4 40 40 62 62 93 ..."24 108 160 151 5HEET DRAWING N:
4OF 13 15-14G
MANUFACTURER:
ANCHORS DESIGNED TYPICAL 5ECTION5 D,E*GH ANCHORS DESIGNED JUST SHUTTER IT INC
AS PER SECTION D AND ANCHOR 5CHEDULE AS PER SECTION GH
ON TABLE BELOW 1341 5W S.MACEDO BLVD
ri ON TABLE.BELOW PORT ST.LUGE
(ED) EDGE ww (ED) EDGE FLORIDA 34983
`= DISTANCEDISTANCE Tel.:(772)201-9919
w Fax:(772)673.0588
ED, EQ
6A WNM✓.JUSTSHRR
UTTE .GOM
•:s.o'•-"v' Y. N/LEG
TRIMED
m 2,2A N
HIOX3/4' TEKS vi LEG PRODUCT:
AT 12' oc TRIRRED
SECTION D
IN5CTMOUNT W1 (ED) EDGE 2 SUPERNOVA
1 TRACK 2 OR 2A EXTRUDED ALUMINUM
w w HEADER OR SILL DISTANCE ACCORDION 5HUTTPR
�a SECTION E r IMPACTED RATED
ANGLE INSCT MOUNT w
HEADER OR SILL w 1/4-14X 3/4' TEKS
SPACED AT 12'OC
ENGINEERING:
"= l ¢i0. SECTION GH ENGCO INC. CAEI16
Lzi to�^ [ADJUSTABLE MOUNT 5595 ORANGE DR.201
ANCHORS DESIGNED HEADERI5ILL DAVIE, PL. 33314
e: AS PER SECTION E - Tel.:(954)585-0304
...._ ..... __._.._ ON TABLE BELOW.. ._ _.. -- --. ... ..-. .--.•.. •--- ENGCO®AOLCOM
oa 3,T-1 3A 1/4-14X1' ORB SDS OR �`�pE,F,y,
1/4-20X1/2' HHMS W/NUT.
SPACED AT 12.00
No,' 2609
vii as 1/IB' 8T OF �C
1
•....r.,.uno`
MAX. BLADE SPAN IN INCHES
SEE ANCHOR SCHEDULE ON A 8 0 2015
SHEET II FOR ANCHOR TYPE
MAXIMUM ANCHORAGE PRE55URE (P5F) BA5ED ON SPACING IN INCHE5 ON CENTER EnInwrSeel
ANCHORAGE SPACING 162 132 108 84 60 62 13211081 84 60 Pedro De P gvemcdo-PE 52609
It A H C D A B C D A B C D A B C D A B C D s E E qE16 22 27 - 27 33 -- 20 34 40 20 24 43 52 5 3 60 72 36 43 16 28 34 41 53 MIAMI DAVE APPROVAL:
12 30 36 -- 21 37 44 22 26 45 54 26 32 58 69 34 41 BL 47 48 57 12 37 45 55 71 SECTION D 8 40 40 26 32 55 62 32 39 67 0 40 48 86 103 S 61 121 145 71 86 B 40 62 83 106 pRODUCCRDVtsFD
6 40 40 35 40 62- 62 43 52 9 93 53 64 115 124 66_82 160 160 95' 115- 6 -40 -62 -93-124 _-___ _ ___ _ asaomptying�rithftFlorida4 40 40 40 40 62 62 62 62 93 93 %9 93 124 124 102 123 160 160 l43 160 4 40 62 93 124 Bultdlnsade -
11 22 - 2 32 2 S 41 26 24 9 B 36 34 11 22 2 3 4 0 Aetcptr:roNo 5-05 .03
B■Pln ion Dnte O �9
9 22 26. -- JM5
34 39 24 23 43 51 31 30 60 71 44 UZ
2 33 41 5 3
SECTION E 8 25 30 -- 3844272649 735 368 BO 49' 8 30 37 46 - B2 — 8gCo6 334 28 50 59 36 35 65 76 47 44 91 106 65 6 40 50 6 78094 40 40 36 42 76 89 55 52 97 114 70 67 136 160 98 4 40 52 64 82 115
12No
-- 22 -- -- 3 27 -- -- 29 34 22 20 41 48 30 28 12 -- 22 2 5 49 DATE:04/07/2015
925 29 -- ^^ 30 36 23 21 39 46 29 27 55 69 41 37 9 24 30 37 4 66 SCALE:NA
SECTION GH 826 33 21 19 34 40 25 23 44 51 33 30 61 72 46 42 8 7 34 41 53 4 DESIGN BY:PPMP
63744 2825 46 53 34 31 59 6 . 3 40 B299456 62 42 38 68 BO 51 47 B8 103 65 60 123 144 91 84 4 38 47 57 74 103
51iEET DRAWING IY:
5 OF 13 15-146
MANUFACTURER:
TYPICAL 5ECfION5 G, F AND I
AND ANCHOR SCHEDULE -I JUST SHUTTER IT INC
x
1/1B 1341 5W S.MACEDOHLVD
W FORT 5T.LUCIE
FLORIDA 34983
IL 1/lB 0! as SECTION I Tel.:(772)201-9919
14 A F w H RPCE55L ONL�M Fax:(772)673.0588
_ WN/a
WU5T5HUTTERIT.COM
� 1130X3/4' TEKS H
w AT 12' nc
5ECIION G -�' - ANCHORS TYPE rm
PRODUCT:
.� ADJUSTABLE MOUNT A. B, COR D
X 51LLONLY EDGE CLEARANCE(EC) SPACED AT 46.00 5UPERNOVA
1 INTO CONCRETE-4'(3000 P51 CONCRETE j EMRUDED ALUMINUM
APPLICABLE FOR ALL LOAD
d INTO WOOD-21l2'(MOD SG:0.55) t (EC) EDGE CONDITIONS FROM TABLE 1 ACCORDION 5HUTTFR
I .INTO METAL:2'(cosaTCAUddDitASMA96s7r8 CLEARANCE 'LARGE 4 5MALL
3 I >
4 t v, IMPACTED RATED
rrrn
(ED) EDGE
.•r•. ._:, •: : . DISTANCE
STANDARD LOCATION w 2 ALTERNATE LOCATION
ANCHORS SPACED ANCHORS SPACED ENGINEERING:
AS PER SECTION G c w AS PER SECTION 61
ON TABLE BELOW (ED) ON TABLE BLT Ou ENGCO INC. CABI IG
•�- EDGE w 5595 ORANGE DR.201
DIST= � � _I 1/18 DAVIE, FL. 33314
ALTERNATE CED) --I.. ..... --. ._. a.._ ._ _._ SECTIO)TF. -,• -- --... .. . .. .. ,.... T°ENGCA®AOL.COM 4
1
EDGE DISTANCE ~ Tai 'A°TRACK INSET MOUNT ,
w M51LL ONLY ,,,ppr•r9a p
W A ati
�• N"liF
w ANCHORS'DESIGNED �.� .•°�\_ESF
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F AS PER SECTION F ;
z -IKU ON TABLE BELOW i No. 2609
STA O
? F
••'•p.••rrrrrrrr
CED) EDGE w JUL S 0 ?.015
DISTANCE w
MAX. BLADE SPAN IN INCHES
_ Engineer Seal
SEE ANCHOR SCHEDULE ON - Pedro De M jveiredo-PE 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 1 q=P081iii' 84 60 162 132 108 941 601 MIAMI DADE APPROVAU
A B IC ID- A B C D E19AW B -C D A B C D A B C D s E E E E E
- — - - - 16 - -- --' - -- -20 -- --= 1 25---- --.-_27__ 32__-- --- 38 45 27 126 _ 16 -- 21 26 33 46
PACWUCT'REYISED
12 -- 22 -- -- 23 27 -- -- 28 33 20 20 36 43 25 25 51 60 35 35 12 3 28 4 44 62 —- --..ycon4gy,n8nith(hatlo7WA__ . _
SECTION G B 28 33 20 20 35 4da
1 24 24 42 50 30 29 54 64 38 38 76 90 53 53 8 34 42 51 66 92 Bu)Idlwm No
6 38 40 26 2 46 54 32 32 56 67 39 39 73 86 51 50 102 120 71 0 6 40 56 68 88 123 AeapunceNo�g OS/S.o3
13tgLulanDate oI X019
- -- 4 40 _q0 39 39, 62 62 48__ _48_ BS 93 59 59 109 124 76 75 153 160 106 105 4 40 59 72 93 130
4 1 1 26 3 21 35 2 - 25 . 42` 5 23 31 55 66 29 40 7 93 4l 5 16 5 3 53 68 95 Id�1�77)Dad oducl Control
�SECTIONS� 12 38 40 20 27 46 56 25 34 57 69 30 41 73 88 39 53 102 123 SA 74 12 40 58 70 90 127
G1-OR:P� 8 40 40 30 40 6 62 37 50 85 93 45 62 109 ]24 56 79 1531160181 111 8 40 62 22:44 160
6 40 40 40 40 62 62 49 62 93 93 60 82 124 124 77 106 160 160 108 148 6 40 6 93 4 160 DATE:04107/2015
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 f24 160 5CALE:NA
DESIGN BY:PPMF
SHEET DRAWING H:
G OF 13 15-146
' -- - -
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MANUFACTURER:
TYPICAL HORIZONTAL SECTIONS JUST SHUTTER,IT INC
HD LOCK SECTIONS L
1341 SW S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G73-05M
www.JUsT5tiuT-fERiT.COM
NOTE:SHUTTER CAN BE LOCKED FROM r a
INSIDE OR OUTSIDE BY PLACING LOCK '-
IN51DE OR OUT5I DE AS REQUIRED. o tN ¢ LOCK g ADE 5 1 N
CLOSE F05MON FRODUC:
JAN N�j
5UPERNOVA
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. L S LARGE t 5MALL
IMPACTED RATED
ENGINEERING:
ENGCO INC. Ge:I6
1 5595 ORANGE DR 201
1 1B DAVIE. FL. 33314
18
Tel.:(954)585-0304
BA
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COMMERCIAL MORTISE LOCK -W/ 4 t
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SPACED AT 24.00 8TA OF
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5ECTION L LOCK BLADE INI3��` C
TH
STARTER BLADE SECTION I AL
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OPEN POSITION —— .111L 3 0 2015
-- - - 2d -- 2# - -- - - --- L .L�, fnF Svmre
medeal
_ Pedro Dedo-1 52609_
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8A 8l - -
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DATE:0410712015
COMMERCIAL MORTISE LOCK W/ SCALE:NA
EXTERIOR KEY OR THUMB TURN DESIGN BY.PPMF
AND INSIDE THUMB TURN
I COMMERCIAL MORTISE LOCK W/ L INSTALLED ON SHAPE 8
)g EXTERIOR KEY OR THUMB TURN lB
AND INSIDE THUMB TURN
INSTALLED ON SHAPE 8 8 OFOF13 15-146
DRAWING:
D"T CAL HORVONTAL
(UNI"�A'716C-K-6idiON57m- JUST SHUTTER IT INC
•
LOCKING PINS APPLICABLE
ONLY AT OPEN POSITION 1341 SW S.MACEDO BLVD
TO SECURE STACK FORT ST.LUCIE
FLORIDA 34983
OCK'
Y
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$
ONLY AT "PEN P
To SECURE STACK
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7A fox:(774 673-05W
WWW.JU5TSHUTTeRff,C0M
N 5HL"T"'ICAN%E ��
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INSIDE OR OUTSIDE BY PLACING LOCK
U 5101 5
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6, t samON,m
L4;� LOC&OLADE-SECTION PRODUCT:
CLOSE P05MON
7A 4 SUPERNOVA
1Lw
4jw EXTRUDED ALUMINUM
ACCORDION 5MITTER
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
7 13R 7A' 7N7 OR 7A ENGCO INC. cAaat
7 OR 7A 5595 ORANGE DR.201
DAVIt, FL. 33314
Tel.:(954)505-0304
1/4-280/4-iiiLM SCRE1W ENGCOOAOL.COM
T
LOCATED ON ACCORDION
F R SIDE
OR
INTERIOR OR EXTERIOR SIDE
PULL P.,
BRILL AND TAP.OPPUSITC 1/4XI IA
2*PUU. PIN .....
r.
BLADE TO RECEIVE SCREW INSIDE DR OUTSIDE DE F,/
(19) PUSH BUTTON LUCK'
LOCATED EW AccaRsioN.
INTERIOR 13R EXTERIOR SIDE
No. 2609�
ALTERNATE 5ECTION M 1
ION Lom MADE"Th
ST F
OCK= STARTER BLADE srcnoN
I'M POSITION
lf/ONAL
ANCHORS TYPE 10,1006
f-7 LIR 7A A, B, C 13R D JUL 3 0 7015
SPACED AT 24'M
fnemeer Sal
Pedro De F14jmvedo-PE 52609
7 OR 7A IA
MIAMI DADE APPROVALt
PROD=RBVISBD
7 OR 7A
7 OR 7A-
W,. -,�.BUTTON -N - 13X'Zd�
13 PUSH LUCK
LOCATED ON ACCORDION 7 OR 7A
INTERIOR OR EXTERIOR SIDE!
DATE:04/07/2015
SCALE.NA
)g Ian IH DESIGN BY.PPMF
5HEET DRAWING#:
9 OF 13 15-146
MANUFACTURER:
TYPICAL HORIZONTAL 5ECTION5 JUST SHUTTER IT INC
5T1)LOCK 5ECTION5 N
1341 5W S.MACEDO BLVD
PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)G733-0588
NOTE:SHUTTER CAN BE LOCKED FROM W WW.JU5T5HUTTERIT.COM
IM51DE OR OUTSIDE BY PLACING LOCK SECTION N
IN51DE OR OUTSIDE A5 REQUIRED. nt LOCK BLADE 5EG710N
y:6 W CLOSE F051TION PRODUCT:
% SUPERNOVA
to a EXTRUDED AWMINUM
H y ACCORDION SNUTT¢R
LARGE 4 SMALL
IMPACTED RATED
ENGINEERING:
N° ENGCO INC. ,-,-,,,
1 1 5595 ORANGE UK 201
1B 1➢ DAVIE, FL. 33314
22A Tel.:(954)585-0304
- ... _. .. ... ENGCOQAOL.COM'
6� 22 ;'���p..uniq�•.
9228
No. 2609 °
ANCHORS TYPE
A, B, C OR D '0
SPACED AT 24'DCLmmm,
y,9p A fV��•
ALTERNATE SECTION N I ���'"Jt 0R
SECTION N LOCK BLADE WITH
LOCK ION STARTER BLADE SECTION 1 A y�„ONAL2..p9�'
OPEN PC5mON JUL 3 0 2015
-- -- -- __ --3 2.15 Engmee•Seal
- - - --- - --- --- - - - ---— -8— - Pedro De Fguevedo-PE 52609
- - - - MIAMI WE APPROVAL,
a 17LOD11CfppVl➢BD
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g� ion Dap o�yo�'
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22AJ � R_/ 22B DATE:04/07/2015
22 SCALE:NA
DESIGN BY:FFMP
1 1
1➢ 1H
SHEET DRAWING A:
IOOF 13 f5-14G
MANUFACTURER:
TYPICAL BLADE A55EMBLY J
JUST SHUTTER IT INc
BILL OF MATERIALS
13 1341 SW S.MACEDO BLVD
ITEM DESCRIPTION MATERIAL MANUFj CfURER PORT ST.LUCIE
12 13A I BLADE GOG3-T6 ALUMINUM A.S.A. FLORIDA 34983
L6 j
IA STARTER6063-T6 ALUMINUM NA.5.A. Tel.:(772)201-9919
ITE BLADE 6063.76/LB(AN N.AS.A. Fax:(772)673-0588
IC FLOATING STACK BLADE 6063 T6 ALUMINUM NASA www.JU5T5hUTfERIT.COM
20 14 2 CEIUNG TRACK 6063-T6 ALUMINUM16 3 1'/1/2'WALL MOUNT TRACK 6063-T6 ALUMINUM NA.S.A.
1A 3A 2'WALL MOUNT TRACK 6063-76 ALUMINUM
1H 4 RWE55K 6063-T,PLUMINUM N.A.S.A
5 SEDT 60 -T6 -NUM N. PRODUCT:
6 ADJUSTABLE FEMALE TRACK 6063-T6 ALUMINUM N.AS.A.
6A ADJUSTABLE MALE TRACK 6063TG ALUMINUMA.S.A.MN.A.5.A.
SUPERNOVA
HEADER -`I L` 7 UNIMATE LOCK BLADE W/O LP 6063 TG ALUMINUM EXTRUDED ALUMINUM
0 14 7A UNfMATE LOCK BLADE LP 6063-T6N.UMWUM ACCORDION SHUTTER
el HD FEMALE LOCK BLADE 6063 TG ALUMINUM LARGE a SMALL
IV BA hD MALE LOCK BLADE 6063 1'6 ALUMINUM IMPACTED RATED
13-N I OX3'HH 8B hD ADAPTOR FILLER 6063-T6 ALUMINUM BLADE SCREW9 I'JAMBCLOSURE 063 76 ALUMINUM . . . .
410 SiAINL155 STEEL 9A 2'JAMB CL05URE 6063-T6 ALUMINUM N.AS.A.
10 1/4-2X ANGLE 6063-TG ALUMINUM N.AS.A. ENGINEERING:
I I 118.2%ANGLE 6063-T6 ALUMINUM N.A.S.A.
0.19 12 WHEEL CARRIER PLATED STEEU NYLON N.A.SA. ENGCO INC. GB116
51LL 13 M I OXT HH BLADE SCREW 410 5TAJNLE55 STEEL NASA. 5595 ORANGE DR 201
u� 13A -FI-0X2'HH BLADESCREW 410 STAJNLE55 STEEL N.A.5.A.
0 14 0.44'DIAM.PIAT WASHER STAINLP.555YEEL N.A.S.A. DAVIE, PL. 33314
n1 15 OAA'0 x 0.93'BUSHING NYLON N.A.SA. 'Tel.:( 04
16 0.46'0 x 0.65'WHEEL BUSHING NYLON N.A.5.A ENGCOQAOL.00L.COM
1 19 PL15H-BUTTOM LOCK urrq
14. 14 .-.. 20 1/2k 30 WHEEL SPACER NYLON N.A.S,A .rtrrprrr ��•..
16' 21 1161X2 I%25,1X4 1.5%3 ANGLES 6063-TS AWMINUNa
15 IPTI&A0.14 EB ./yli
'• 22• STD FEMALE BLADE 6063 76 ALUMINUM `+w�,\
13 �, ''P`,,,.,ENS'
I 1
13A 22A STD MALE LOCK BLADE 6063-T6 ALUMINUM N.A 5.A Q \ 8
BLADE
61 CRE HH 22B 5TD LACK KEEPER 6063 TG ALUMINUM N.A.S.A' Q i
• 81ADE�W' � No:52609
41 O 5TAINLE55 STEEL
0.500 4 STATE OF f tV.`
0.4 0 ?1 �f
o.a o.390 �`\'��ORI�s' \01
0.20 0.390 ,'t-, 0.44 0.03. I w
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4 d
dT�- 6-fff a JUL 8 0 2015
n 0.310 T o TN 14-0.03'X O.4A'0 Engineer 5r 1
o P N 5TMNU 55 5=1- Pedro De Pyuvredo-PE 52609
d� FLAT WASHER fANCHORSCHEDULE
I G-AVO X.65' 15-.46'0 X.93' MIAMI DADS APPROVAL-
0.50 NYLON WHEEL BUSHING NYLON BUSHING TYPE DPSGRIPTION EMB E.D.
- - 20-1/r 0 X O.36• -- aI_&o 1/4°11 W TAPCON INTO 3000 P51 CONCRETE 1.75 3.0 PRODUCT RIIVISHD
- --- -
NYLON WHEEL - —-1/4'ELCO-ULTRACON INTO 2700 P51 CONCRETE -- -- -I-75 T -- mewnpyte6allhtheFl__B _
gpA�R Q.. qll l{ a'14' TAPCON 17 CONCRETEBL I Bulldina CoQe
14'121.00 ULTRACON INTO CONCRETE BLOCK 1.25 °9215 ' A°aTl°Irc°N° o •03
BxPI LooDota /q
-20X1 ALL POINTS 50LID-5ET INTO 3.0 K51 CONCRETE 0.875 3.
1 114;20X 1 POINTS SOLID-SET INTO CONCRETE BLOCK --3.0 B
C 1 LAG INTO G=55 1 50 1. d Control
12-WHEEL CARRIER D i/4'-14 SELF DRILUNG 5CREWS INTO 18°STEEL OR ALUMINUM 0.75
STAMP 55 unrH E I/4'CRETE-F=554 INTO 3000 PSI CONCRETE 1.75 3.0
09. NYLON WHEELS EI I/4'C1zFfE-FLEX 554 INiO CONCRETE BLOCK(2000 P51) 1.25 3.0 DATE:04/07/2015
6. SCALE:NA
Norex, W,0=015TAN"5MLLB[BEVOND WAIL DRE391NG DESIGN BY-PPMP
" ,D W011 IMMUrr 51WL BE BEtDNO WNL ORCnNG
W )/4'TMCON.1/4'CRxrL'-PIFY,814 WOOD SCREAG CAN BE US[D 01 PJTLACE Or IH'LAS 50 L M5
tj
1.24 1 5o ET3 DRAWAN4G N:
5HUTfEK COMPONENT5 MANUFACTURER:
4,56 3.9 JUST SHUTTER IT INC
4.54 4.08 3.23 0.Afi
-4.09 8 1. 1.99 0.61 2.85
4 Lnza 134 I SW 9.MACEDO BLVD
d
�J PORT ST.LUCIE
N 01 o o' g 1 4 97 a d a FLORIDA 34983
d o Tel.:(772)201-9919
p 3.21 r d > Pax:(772)673.0560
y c
d` I B.COMPOSITE 2.0448 WW W,JUSTSHLTTTERlT.GOM
10.05`. C_ORDION BSADE N 1 ALUMINUM/LDWJ BLADE
---AG 7A-UNIMATC W/LP
d LFJW4 POLYCARBONATE APPROVED
T- 4 4S T d AS PER NOA 13-0717.01 7-UNIMATE W/O LP LOCKING BLADES 0.41
XL102UV LOCKING BlA019 PRODUCT:
I A-STARTER 01AOE
2.31 5UPEKNOVA
44.
61 I'-'1.83 1.77 4 51 51 a m (L m PXIRUDED ALUMINUM
OB b ' 1.56 d o ACCORDION SfIUTTER
LARGE 4 SMALL
0.86IMPACTED RATED
-- -- N av T 88-ADAPTOR f9LLER
y o --- ---_-� N m o m o R USE WITH 8 AND BA
@p I C-0.05'FLOATING STACK BLADE D.07 .61 �� ^i a1 g ^' ni" 1 99 -1 a a ENGINEERING:
2-IN5ETTRACKW/RG OPTIONAL d 3.00 ENGCO INC. ua116
HEADER/SILL MOUNT
-0,64 5595 ORANGE DR.201
0.o0 0.60 DAVIE. PL. 33314
0.13 2.1-INSET TRACK W/O RG 8A-MALI`LA D.OB Tel.:(954)585-0304
ALTERNATE C1U( -- HEADER/SILL MOUNT - - 6-FEMALE HD LOCKING BLADE ENGCOQAOL.COM
END RECEPTOR LOCKING BLADE
APPLICABLE TO T-
�...I 7R=S 3,XI •._ •• •� "1/p/I/RI��IIII
3A ANO 3A.1 •` cr 5-RECFSSEO TRACK dt� E F�/_,•'y
-I 0.IO •R�' n 51LL MOUNT ONLY
d + o so 81 � �
4 10 m - w - 006 0.77 Q
z.e3 d a°6 • No. 2609 s
2.41-
T_ 0.86 1.ss---11• '�* -
�,� STA
d +' 0.07 L' N a o6 d z ze T :�'� [O R vbto��PP
o OPTIONAL T
90-HD JAMB CLOSURE S Vl� tfi
^, 3A-2•BUILD-OUT TRACK d c d .L (n • ONAL �1
d 0.86L HEADER/SILL MOUNT 0. 6 -i. o '•••••.nnA�jlfifir
pR ====i= 3A.1-21 DO TRACK W/O 22B-LOCK KEEPER INSERT 2,-70=
70 7 JUL 8 0 2015
-- -
.58 +IO.61 RAIN GUARD(RG) 22-FEMALE STD 22A-MALE 571) '9_I'JAMB CLOSURE E
LOCKING BLADE LOCKNG BLADE ---� ( v0 "ulcer Seal
7,Hji°//BUILTOUT-'f
L� RACK
OPTIONAL - - -- -- -- - o -Pedro De Pgvr�redo•PE 52609
3PADER'/,:SILL MOUNT qb
u -a 0.125 0,25 3.70 MIAMI DADS APPROVAL:
3.1-I'///2'BO TRACK W/O 9A-2'JAMB CLOSURE
.---
RAIN.GUARD(RG) ___. _ J07
2.43 2.07 0.-09 PRO1rilC7'RLiVISf.D86 --- f.91 --- -- - --- - - - - ----0.06--- - --- - ascmp3 'IhtheFlorida61 (� A000pl�anca No(5�oS 13.
X o_O�rLlg�--
f E21-1/16'THICK"ANGLES pp p p GOG3-T5 ALUMINUM ALLOY4 83 N Vi j U7SIDE CLOSURE USE ONLY
o d04 07 3.36 'D, DATE:04/07/20(5
.23 SCALE:NA
DESIGN BY:PPMP
6A-ADJUSTABLE MALE �-2 0 _I 2.0---
0. 29 G-ADJUSTABLE FEMALE HEADER/SILL MOUNT ,1
3.37 HEADER/SILL MOUNT
4-•A•-T1eACK �^•----- SHEff .DRAWING N:
51LLMOUNT6W4-Y II-10 THICK ANGLES- 10-1/4'THICK ANGLES 1' OR 1.5'� 12 OF 13 15-14G
y_ GO93_TG-ALUMINUM ALLOW 6063-TG ALUMINUM ALLOY
MANUFACTURER: -
SECTION x JUST SHUTTERIT INC
TRACK 2 OR 2A INSET MOUNT
5ECUREO TO AN ALUMINUM PLATE 1341 5W S.MACEDO.BLVD
• BETWEEN WOOD TRUSSES PORT ST.LUCIE
FLORIDA 34983
Tel.:(772)201-9919
Fax:(772)673-0588
WWW.JUSTSHurrmT.COM
0.63 0.62
1.25+
25 1.25 �+----5.00�
1 I � n PRODUCT:
(4 PER RAFTER)
1/4'X 2 1/4 FH TAPCONS d SUPERNOVA
WITH 2' MINIMUM 1/4X5'6063-T6 ALUMINUM PLATE
NUM
PENETRATION INTO WOOD CCODIONSHED SHUTTER ACCORDION SHUTTER
LARGE 4 SMALL
5.00 IMPACTED RATED
Ln
cu
1/4'X5' OR 1/8-X5' 6063-76 6T ENGINEERING:
e2A2, ALUMINUM PLATE SECURED TO
RAFTERS AT MAXIMUM 24' OC o SEE TABLE BELON FOR SHUTTER ALTERNATETOPLATE ENGCO INC.I/4'X2X5'GOG3-TG ALUMINUM ANGLE ni 5595 ORANGE DFL201
SPAN R PRESSURE� DAVIE, FL. 33314
ad � Tel.:(954)585.030404
w 1/4'-I 2' SELF DRILLING SCREWS .•_ ENGCO®AOL.COM
q z SEE SHEET
T S MOUNT TYPE D
as ANCHOR TYPE-D FOR ANCHOR SPACING
.1/IB �`�`�`���, E F�
q
ENSF' / 4
5.00 4 No. 2609 _
s STA F
oI/8X5.0063-T6 ALUMINUM PLATE �� <OR QW Na�`��
ALLOWABLE DE51GNED PRE55URE5 ALLOWABLE DESIGNED PRESSURES �y ss�ONAL
FOR 5ECRONXWITH IA?ALUMINUM PLATE PORBECRONXWI H I/8'AUIMINUMPLATE ''w,,,,,,,,,,,a�''�
BLADE MAXIMUM DESIGNED BLADE MAXIMUM DESIGNED I 5.00— = 1
SPAN PRESSURE(PSI) SPAN PRE55URE P5F a JUL 3ZO15
_ IN BLADE 1 BLADE I B IN BLADE 1 BLADE 18 T Engineer Seal
- 60 ±159 ±159 - 60 ±99 - ±99 - _0 1 — Pedro De Figuetredo-PE 52609
72 2:132 t 132 72 ±82 ±82 ALTERNATE TO PLATE o0
84 ±1 13 ±113 84 :+-71 ±71 I18-X2-X5-6063-T6 ALUMINUM ANGLE
ni MIAMI DADE APPROVAL:
90 ±106 ±106 90 ±66 ±66
-___ _I08_ --_- ±.-88- ±-_88 ---_--_ 108 ±55 ±55 IRODUCTLZBNSGD
126 ± 68 ± 68 126 ±47 ±47 - - ----- -- -- - - -- -- -- — - - 06amAftwlLhLhoFloe(ds-- -
132 3. 62 ± 61 132 ±45 ±45 BIt 'gCOdO
144 +48,-52 +45-47 144 1 3'41 ±4 I Aeap��
- 162 +30,-40 +28,-33 162 ±301+26,30
MYw Dodo uc Convo
NOTE I- LINEAR INTERPOLATION IS ALLOWABLE BETWEEN BLADE SPAN SIZES
DATE:04!07/2015
SCALE:NA
DESIGN BY:PPMF
SHEET DRAWING JF:
13 OF 13 15-146