HomeMy WebLinkAboutProduct Approval FLORIDA BUILDING CODE 2014-5th Ed.-ASCE/SEI 7-10-WIND LOAD TABLES-170, 175 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 WIND PRESSURES IN PSF
170 MPH VELOCITY-EXPOSURE 170 MPH VELOCITY-DIPOSURE 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 Positive Negative Positive Negative
z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 i5 z4j&z5 z4 z5
0-15 34.6 37.5 46.1 37.8 41.0 50.6 1 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 43.4 53.4 43.7 47.4 58.6 21-30 47.4 51.3 63.1 51.7 56.1 69.3
.4 5
31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 49.8 54.0 664.4 59.0 72.8
41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 51,8 56.1 69.0 56.6 61.3 75.7
51-60 46.3 1 50.2 1 61.8 50.6 54.9 67.8 51-60 53.4 1 57.8 1 71.2 58.4 63.3 78.2
LOCATION BROWARD COUNTY, PALM BEACH AND OTHER LOCA ON BROWARD COUNTY, PALM'BEACH AND OTHER
EKAMOLE COUNTIES B(AM = COUNTIES
WIND PRESSURES IN PSF WIND PRESSURES IN PSF
175 MPH VELOCITY-EXPOSURE 175 MPH VELOCITY-EXP,OSURED
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
Positivel Negative Positive Negative Positive Negative Positive Negative
z4&z5 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 1 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
21-30 42.4 46.0 56.6 46.3 50.2 62.1 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 7P.4 1 57.6 1 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 1 65.0 80.2
51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 56.6 61.3 75.5 61.9 1 67.1 82.9
E MIAMI-DADE COUNTY MIAMI-DADE COUNTY
EXANPEXAMIU
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<=30ft 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 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 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 wfth an impact resistant covering.
8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH
9-TOPOGRAPHIC FACTOR Kzt=10-DIRECTIONALITY FAC OR Kd= 85( i (Wind DirectioFLAT nality Factor) ••••e••,'�IDE' 'tres•'�`�
11-TRIBUTARY AREA:10 SQF •�• •
12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the o•• ,.''' CENS
Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 ft. a"•• �,�, S�."•:!��
e
No,. 52609
R°r st°°e E N G C O,Inc. _ STATE OF
Engineering Services-CA 8118 =0�:• Q^� .' �`�•��
/ iZ 1791 Blount Road-unit 907c5' ''• ' ' �••'•,
Z51 Za ' Pompano Beach-Florida 33069 '� / ,'� •••
Z4 I 5 h> Tel:(754)307-1319 Fax:(754)205-6846 '"S� �,
MEAN
HEIGH❑TOF 00E-mail:Engco@AOL.com
Q9r
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. Supernova Accordion ShuttersCF.�)
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5. Supernova Accordion Shutters 21 \' ,17.:
6. Supernova Accordion Shutters 23 20 19 ' i.` 16 15
Suindow) 25 18 _
7. Supernova Accordion Shutters
(Front Door)
8. Supernova Accordion Shutters 14
(Window)
9. Supemova Accordion Shutters
(Window)
10. Supernova Accordion Shutters 26 m a
(Window) Z&
11. Supernova Accordion Shutters u 05
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12. Supernova Accordion Shutters r 13 U `0 42
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13. Supernova Accordion Shutters 27 "
(Window) o a a-
14. Supernova Accordion Shutters
(Patio Closure)
15. Supernova Accordion Shutters
(Patio Closure)
16. Supernova Accordion Shutters
Window) 28 >
17. Supernova Accordion Shutters m
(SGD) 7 Y rn
18. Supernova Accordion Shutters 12 N Y do
(Window) 6 L tB (3)19. Supernova Accordion Shutters C CO
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20. Supernova Accordion Shutters 5 = LL
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21: S-- emova Accordion Shutters -- _ - - __- _ 11 C: (n
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23. Supernova Accordion Shutters � - —
(SGD) t�
24. Supernova Accordion Shutters
(Window)
25. Supernova Accordion Shutters
(Window) SCALE:
NOT TO SCALE
26. Supernova Accordion Shutters DATE.
(Window) Sep 25,2017
27. Supernova Accordion Shutters PAGE DESCRW W.
(Window)
Site Plan
28. Supernova Accordion Shutters PAQE aP1
29. Supernova Accordion Shutters
(Window)
MIAMI•DADE MIAMI DADE COUNTY
I 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
CN�TLC� OF ACCEPTANCE 0A)1 www.miamidade.eov/economy
Just Shutter It,Inc.
1341 SW S.Macedo Blvd.
Port St.Lucie,Florida 34983
I
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 Contol 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 scaled 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'numbe'r,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has beciftled 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.
CMIAMMADECO=UNTY � 22NOANo:15-051-3:03—,
Eriltton_Date:-08/14/2019
Approval Date:08/27/2015
0 06/2-1 f Zol s Page i
Just Shutter It.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL.#14-4708.05
A. DRAWINGS
1. Drawing No. 14-131, titled "Supernova Extruded Aluminum Accordion Shutter
sheets I through 11 of 11, and sht. 3.1, 4.1, 9.1,prepared by Engco, Inc., dated
j 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.
'd
C. CALCULATIONS
1. See Association's generic approval under 14-0155.
D. QUALITY ASSURANCE
i
1. By Miami Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 14-0155.
F. STATEMENTS
1. Release letter issued by the National Approved Shutter Association, dated August
01, 2014, certifying this product to meet the criteria of product tested and
approved, and allowing Just Shutter It, Inc. to use the test results approved under
Miami Dade County Approval No. 14-0155, signed by Mr. Peter Loucks.
2. Acknowledgment letter by Just Shutter It, Inc., dated August 01„2014, signed by
Mr. Samuel Zaza.
3. Letter by Engco Inc., dated June 26,2014, signed and sealed by Mr. Pedro De
Figur iredo, P.E., certoing that the drawing(No. 14-131)prepared for Just
Shutter It, Inc. is engineering wise identical to NA.SA.'s generic drawing(No.
j 14-019.1).
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. 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.
8dinj A.Maker,P.E.,M.S.
Product Control Unit Supervisor
NOA No.15-0513.03
Expiration Date:08/14/2019
Approval Date:08/27/2015
E-1
Just Shutter It,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. See Association's generic approval under 15-0629.
C. CALCULATIONS !
1. See Association's generic approval under 15-0629.
W QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
I '
E. MATERIAL CERTIFICATIONS
1. See Association's generic approval under 15-0629.
F. STATEMENTS
j 1. Letter by Engco Inc., dated May 05, 2015, signed and sealed by Mr. Pedro De
Figuriredo, P.K, certifying that the drawing(No. 15-146)-prepared for Just
Shutter It, Inc. is engineering wise identical to N.A.&A.'s 'generic drawing(No.
15-113) and complies with FBC, 2014 Edition.
I
i
H y A.Makar,P,E.,M.S.
Product Control Unit Supervisor
INOA No.15-0513.03
'Expiration Date:08/14/2019
Approval Date: 08/27/2015
E-2
MANUFACTURER:
(� _ _ _,'A\\I _`�/� JUST SHUTTER IT INC
�'U]�� N 1 `ALO Y A 1341 5W S.MACEDO BLVD
EXTRUDED ALUMINUM ACCORDION SHUTTER FLORIDA 83
LARGE M 1551 LE I M PACT RE515TANT Tel:(7 2)r.73 201-9919
588 .
Pax:(772)673.0588
WWW.JU5T5HtMEMT.COM
GENERAL NOTES: FLORIDA BUILDING CODE 2014-HVHZ
PRADUCT:
I-DEFINITION:THI5 PRODUCT 15 AN ACCORDION TYPE SHUTTER,DESIGNED,CONSTRUCTED AND 5U PER.N OVA
ERECTED TO EASILY ENCL05F AN AREA,PROVIDING PROTECTION FROM HURRICANE FORCE WINDS
AND WIND BORNE DEBRIS(LARGE AND SMALL MISSILE)WITHIN THE ALLOWABLE DESIGNED EXTRUDED ACCORDIONN SSH UUTTERHTER
PRE55URES AND LIMITATIO145 STATED IN THIS APPROVAL. LARGE 4 SMALL
IMPACTED RATED
2-CODE:THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE HIGH VELOCITY
HURRICANE ZONE(HVHZ)OP THE 2014 PLORIDA BUILDING CODE.
3-POSTING:A PERMANENT LEGIBLE DECAL SHALL BE PLACED AT A READILY V151BLE LOCATION STATING ENGINEERING.
THE FOLLOWING: ENGCO INC. cA6il6
5595 ORANGE DR.201
"JU5TSHUTTER ITINC-FORT ST.LUCIE,FLORIDA TABLE OF CONTENTS: DAVIE, FL. 33314
SUPERNOVA EXTRUDED ALUMINUM ACCORDION SHUTTERTei..(954)585-0304
SHEETDE$CRIPTTON
MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED' ...... ENGCO®AOL.COM
-.. '
4-LOADS:DESIGNED LOAD CALCULATED BASED ON THE ASCE 7-10 AND PROVIDED By A 1 TABLE OF CONTENTS,GENERAL NATES.USER INSTRUCTIONS 'N�
PROFESSIONAL ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT.THE CALCULATED DESIGNED DE.
PRE59URE MUST NOT EXCEED THE ALLOWABLE PRESSURES FOR EACH SHUTTER CON1I'ONENT TO B£
2 TYPICAL ELEVATION,ALLOWABLE BLADE PRESSURE TABLE 1. I A AND G1A55
USED.
SEPARATION TABLE 2 =4
NO.5 609
5-MATERIAL:ALL EXTRUDED ALUMINUM SHAPES SHALL BE MADE OF GOG3-T6 OR A5 NOTED.
3 TYPICAL SECTIONS A.B 1.52,53,B9 WITH ANCHORAGE TABLES
G-FASTENERS:A55EMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF 4' TYPICAL 5ECTION5 B 4 C WITH ANCHORAGE TABLES STAT F ty
DRAWINGS.I1,15TALLATION AND LOADS A5 PERTHI5 APPROVAL.
5 TYPICF AL SECTIONS D,E GH WITH ANCHORAGE TABLES
7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ARCHITECT OR ENGINEER OP RECORD
TO VERIFY THE FOLLOWING:
6 TYPICAL SECTIONS P.G E I WITH ANCHORAGE TABLES
7.1-THE STABILITY OF THE STRUCTURE WHERE THE SHUTTER 15 TO BE ATTACHED INSURING PROPER JUL 30 2015
ANCHORAGE. 7 JAMB AND CORNER SECTIONS J'
7.2-THE SITE SPECIFIC PROJECT CRITERIA,SUCH AS BUT NOT LIMITED TO.WIND LOADS.LOCAL CODE
Elgmcer Seal
REQUIREMENTS.DESIGNED-PRE55URE5 ETC. _ 8 LOCK MALE 4 FEMALE 5ECTIONS'V Pedro De Fu3mredo-PE 52609
7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. I -
8-.33 113%INCREASE IN ALLOWABLE LOADS HAVE NOT BEEN USED IN THE DESIGN OF THE ANCHORS 9 LOCK UNIMATE SECTIONS W' MIAMI DADE APPROVAL,
FOR TFIIS PRODUCE APPROVAL.HOWEVER,WOOD ANCHORS WTRi 1.61.OA0 DURATION INCREASE 10 STANDARD LOCK 5ECNON5'N' bCa111 PROD UCTRELVISHDy .n silo• i
— - --
— FOR WIND:LOAD HAVE BEEN USED.- - - — _ - -
-- --
I I BILL OF MATERIALS,ANCHOR SCHEDULE 4 BLADE ASSEMBLY. AaeponoeNo o )3,03
IIIA koDale 719
-USER INSTRUCTIONS: - -- - — - - -- - 12 COMPONENTS --
um CoMro _
I-DETERMINE PROJECT DESIGN WIND LOAD PRE55URE9 A9 PER ITEM 4 OF GENERAL NOTES. 13 SECTION'X'DETAILS '
2-CHECK BLADE SPAN ALLOWABLE DESIGN PRE55URE ON TABLE I OR TABLE IA. DATE:04/07/2015
SCALE:NA
3-VERIFY GLA55 SEPARATION ON TABLE 2 IF APPLICABLE. DE51GN BY:PPMP
4-DETERMINE MAXIMUM ANCHORAGE PRESSURE CAPACITY FUNCTION OP SECTION TYPE TO BE USED AS
PER SHEETS 3,4,5 G G.SECTIONS ARE INTERCHANGEABLE.
SHEET DRAWING N:
5-THE LOWEST PRESSURE FROM ITEMS 2 AND 4 ABOVE MUST NOT EXCEED THE REQUIRED DESIGN I OF 13 15-14G
PM55URE FROM GENERAL NOTES 4
MANUFACTURER;
JUST SHUTTER IT imc
TABLE I A1341 SW S.MACEDO BLVD
MAXIMUWALLOWA51241 BLADE MAXIMUM ALLOWABLE #1#OIBEHADM -1
FORT ST,LUCIE
SHUTTER,SPAN X PKE55URE 5"UTTEK SPAN X PRESSURE 1-\ 1-\ FLORIDA 34983
too, Tat.:(772)20t-9919
BLADE SPAN FRE55U1 E(F5F) BLADE SPAN FRE55URE(P5F) ALLALUMINUM-150Fax:(772)67"-968
INCHES -759—--WE6— Imcme5 F i L WWW.JUBT5tiuTmpjt.com
r.0 160 -70— GO IGO IGO
GG 158 158 GG -Fs—a 158 INTERIOR C=Rl
72 144 144 72 144 144
78 133 133 78 133 133 PRoouCr
84 124 124— 84 124 124 INTMOK/CMRM 68 5UPERNOVA
90 116 116 90 1 1 r. 116. COMBINATION SG Tow— CID WRLIDEDALUMNUM
108 913 1()& 105 1
104 100 100 104 too 100 too* ALUMINUM I LEXAN BLADESSLAM CM N AFMXGW R4 WW ACCORDION 5hUrrER
108 93 93 too 6-3— LARGE 4 5MALL
114 53 83 TP -T3—-83— IMPACTED RATED
120 75 75 120 75 75 INMR)OF EXTERIOR
126 68 G8 126 —(;F—--98-
132 62 62 132 G I G I ENGINtMUG:
138 _57— — 53 53
38
45 1 47
_4- -48--52 1 T4 1WERIOK/eKI'MOR ENG,C0 INC. CA6114
150 141 48 1150 138 1 42 5595 ORANGE DR 201
IG2 30 AU I.G2 120 1 33 DAVIE, FL. 33314
�m ' I Tel..(954)685.03064
A=LEXAN BLADES ENGCOOAOLCOM
NOTES.
I-=0RSHLM`rVt MAVESrAN ORCn!S)r0RALL CONDMORS
2- .DEW(Vftf)UMV r-"
S.UNM IWOMAWO 19 A=FrA=r0R M10 WtW L045 AND SIAM SPAN WnVMI
TnLaromogs. DE Irl,
4-u m
zAWhWCMl!CRM0ftTVn f0MADEISLI9W
S.BLADE"RM IN9TALIAT01 IS AUOM rOfLAIL MOWMD OMDffXM
TABLE 2 No. 2609
r MINIMUM S"U"rV SEPARATION FROM igtAZNG
TYPICAL ELEV410N
SECTION ST F
FIA.BiCAEGH1 pu
TOP TRACK GLAZING SEPARATION (INCHES) 1.%
BLADE TYPE BLADE SPAN
V<=104' <-I-G2'
JUL 3 0 2015
ALUMINUM 21 2 3/4* 3.125*
ragm=f Seal
MAU ALL UVATION5
FE 526W
Z rc&o De Fjmmrcdo
3.
C3 LEXAN 3 31
MIAMI DADS APPROVAL;
�rffjciLck65,9_�5�t
I[N � ? <_30'
MODUCr RIEW18111)
2 IV 11
< LEXAN "Isthe Rod&
—>-v R&AWN I -- I—
LARMST C4,49S WARAT1011 SMALL
NOTES!
AoaepmcoNo
SH
Olt LOCK SLWACV.
PROM
!��INWkf=BlAtX d*,.,.
2 1 fill VGLA55 5EFAMTON M APPLICAM P"t MW MOVORQAND
APPIr
DATE:04107/2015
BOTTOM TRACK- SCALE:NA
:D:1 '484
Ee'!
'.'G414 DESIGN BY.rrmr
—SHUTTER WIDTH (SV)
NO LIMITATION
5H= DFAVANG
2 OF 13 15-146
MANUFACTURER:
TYPICAL SECTIONS A.131,132,153,54
AND ANCHOR 5CHEDLILE JUST SHUTTER IT INC
1/4-14X1' GR5 SDS OR Qz 1110%3/4' TEKS
SECTION A 1/4-20X1/2' HHHS W/NUT ¢a AT 12' OC 1341'5W 5.MACEDO BLVD
Dui ON ANGLE SPACED AT 12'OC w� FORT 5T.LUCIE
HEADER OR SILL 16 FLORIDA 34903
4T I OPTIONAL Tel.:(772)201-9919.
1 I tnao SECTION 54
Fax (772)673.0588
2,2A 6 TANGLE TRACK WWW.JU5T5HUTTERIT.COM
m .ti EMBED. .. 1 ON REVERSE ANGLE
SILL ONLY
k w ANCHORS DESIGNED PRODUCT:
r>oofrn 6A AS PER SECTION B4
ANCHORS DESIGNED = 1D }' ON TABLE BELOW SUPERNOVA
_ �q AS PER SECTION A w .r Ba EXTRUDED ALUMINUM
Z 1/IB ON TABLE BELOW ACCORDION StfUYTER
a 1/4-14X1'GR5'SDS OR LARGE45MALL
z y L 1/4-20X3/4' PHMS W/NUT
a� 5'11C EMB
RATED
SPACED AT 5'
EMBED.---,
SECTION 131
'A'TRACK ON ENGINEERING:
REVERSE ANGLE _I .
SILLONLY ENGCO INC.
. GDIIC
I/1 B 5595 ORANGE DR.20 1
a DAVIE, FL. 33314
ANCHORS DESIGNED H SECTION B3
y�W Tel.:(954)505.0304
r AS PER SECTION BI W 1110X3/4' TEKS AWUSTABIEON -
4 _�._ ...__ 11-- ON--TABLE-BELOW F .a... _. -- AT-12' OC -. ....._.... . 5TD.ANGLe - - ENGcoQAOLCOM
WH
a w 5111.ONLY ��Muar.ny��•
1/4-14X1'.GR5 SDS OR '' ANCHORS DESIGNED .DE F/ 44I,
z w rvoo 6 4 ' AS PER SECTION B3 Nd
1/4-20X1/2' HHMS W/NUT EMBED. �- 1' ON TABLE BELOW • �' F
SPACED AT 12'OC _ vq ,'4 No. 2609
6A 7• I 0 STA F
- 10 ':} EMBED.-'ll .z�SpR p.'G��,.
a '•;' -I'„ ANCHORS DESIGNED 'as�ONAL of
w a 1/1B j1 ;'
AS PER SECTION B2 '
1/4-14X1' GR5 SDS OR "�"••nN�i���
r w 16 ON TABLE BELOW 1/4-20X3/4' PHMS V/NUT
ya
W �_ rr r10NAL B SPACED AT 5'13C JUL so 2015
�'+m eAy�:wef se,l
-- L - v _ MAX. BLADE SPAN IN INCHES Pedro De fguaredo-PE 52609
4 EMBED.--� SEE ANCHOR SCHEDULE ON MAXIMUM ANCHORAGE PRE55URE(PSF)
SHEET 11 FOR ANCHOR TYPE BASED ON SPACING IN INCHES ON CENTER MIAMI DARE APPROVAL
SECTION B2 ANCHORAGE SPACING 162 13 108 8C16 M� BgV ®
=1/q=14X!' GR5=SDS-,OR - '
MANUPAaURER,
TYPICAL SECTIONS B AND C
AND ANCHOR SCHEDULE JUST SHUTTER IT INC
1341 SW S.MACEDO BLVD
i FORT ST.LUCE
FLORIDA 34983
ANCHORS DESIGNED Te.;(772).201-9919
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I O OF 13 15-146
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13 Of 13 15-146