HomeMy WebLinkAboutUntitledPPMF Inc.
REF.#: w 18-8 Date: 21281201,8
Contractor: Just Shutter It Inc
E N G C O, Inc. - CA8116
1029 SW S. Macedo Blvd.
Port St. Lucie, FL - 34984
9715 Broward Blvd. PMB 247
Job: Kim Residence
Plantation, Florida 33324
8149 Carourstie Place
Tel: (954) 541-3930 Fax: (954) 368-3741
I KZ - Table 30.3.1
Email: PPMF@AOL.com
Saint Lucie, FL
Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10 (chapter 30)
Florida Building Code 2017 - 6th edition
0.98
;Mean Roof Height. (MRH) 30 Feet
Low Rise: Buildings with MRH<= 60' and MHR <= B
Cladding Elevation 30 Feet
_
1.00
Minimum Width: (B) i 50 Feet
-j
Roof Slope ❑ Roof Slope <-'10degrees
Roof Slope Reduction Factor
Psf
1.00
Basic Wind Speed 160 mph
Use Figure 26.5-1A or FBC 2017
Risk Category: 11
qh=0.00256. Kh . Kzt . Kd . V^2 Section 30.3.1
Exposure C
a Zg i
(Section 26.7)
9.5 900
Exposure C: Open terrain with scattered obstructions height less than 30ft. Open country , grasslands
Building Type
Enclosed
(Fully and Partially Enclosed -Section
26.10)
Kd - Table 26.6.1
0.85
0.85
Use of .85 with Load Combination specified in 2.3 and 2.4
I KZ - Table 30.3.1
0.98
Kh -Table 30.3.1
0.98
S; Kzt�ection 26.8
_
1.00
To be used when hill height H — 15'
!Velocity Pressure (qz)
54.72
Psf
gZ=0.00256 . KZ. Kzt . Kd . V"2 Section 30.3.2
Velocity Pressure (qh)
54.72
Psf
qh=0.00256. Kh . Kzt . Kd . V^2 Section 30.3.1
Tribut rte► Area
10
ft2
GCpi ( Int. Pressure)
0.18
-0.18
Section 26.11
GCp ( Ext. Pressure)
zone 4 (+)
1.00
zone 4 (-) -1.10
Figure 30.4-1 (walls)
!zone 5 (+)
1.00
; zone 5 (-) -1.40 ,
Wind load Psf
Wind load combination factor
zone 4
zone 5
Psf i Psf
38.7 -42.0 i
38.7 j -51.9 Zone 5 for units located less than 60" from building comers
End zone (a) _ 60 INCHES
Notation: (a) - 10% of the least dimension or 0.4 of mean roof height, whichever is smaller.
Also (a) must not be less than either 4% of the least dimension or 3 feet.
JOB SITE HAS NOT BEEN VISITED
WIND LOAD BASED ON CONTRACTOR INFORMATION.
THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED
THE PRODUCT APPROVAL DESIGNED RATING.
Sheet W 1/1
2/28/2018
PEDRO DE FIGUEIREDO, PE 52609
NOT VALID WITHOUT SEAL
—. _.-.... -.M., -�.. e..,�y;4�".y:-:sw .s w+W.axGro. . �.:<•c...� . r.ati�►-. - ,,,.�••..�7ewY:be.w .. s..es-..esNl�lrwir:se"9x'iWY���oawn..•.. wlvYar
rsra� ,.. �,auA� : ^. •tea' - ,-"aeq�
Florida Building Code Online
Page 1 of 2
u - ..
SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications fBC Soft SCIS Site Map UNts search
Product Approval
db�pr
qj".-
USER: Public User
mroZuC. Aocraval Meru > 7r±nucc or Aoolicatlar Sear:. > ' -•f
FL
r l' _ �l:a�pn OWII
FL16893-R3 \.}
ASTM E1996
--- - - -- kation Type
f evision�
2002
Code Version /
2017 \
TAS 202
Application Status
Approved
1994
.Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
RECEIVED
Product Manufacturer
National Approved Shutter Association LLC
MAR 0 5 2018
Address/Phone/Email
8717 NW 117 Street
Suite 1
Miami Garden, FL 33018
Permitting Department
(786) 621-6706
St. Lucie County
paloucks@gmail.com
Authorized Signature
Peter Loucks
paloucks@gmail.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By Jesus Gonzalez, P.E.
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
ASTM E1886
2002
ASTM E1996
2005
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
-_.6CC_ - -i% LC'K - c'!n - Eau aie
n H f
F'LF R nP
http://w-%Nw.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQAtDgb=TSTNdVPs... 1/9/2018
Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 01/05/2018
Date Validated 01/08/2018
Date Pending FBC Approval
Date Approved 01/08/2018
Summary of Products
Page 2 of 2
FL # Model, Number or Name
Description
16893.1 : SUPERNOVA ACCORDION SHUTTER
ALUMINUM EXTRUDED ALUMINUM ACCORDION SHUTTER
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
R' C I-AL- p - CER' .CA
Qu urance Contrail Exp: trier
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
12/31/3018^
Design Pressure: +160/-160
jw3t9lation Instructions )4
Other: PRODUCT TO BE MANUFACTURED, DESIGNED, AW
'L16893 R3 IT DWG 17-656.Ddf
INSTALLED PER DRAWING SPECIFICATIONS 17-666
Verified By: National Accreditation & M nt Institute
a
Evaluation Reports
Created by Independent Third Party:
Back fiezt
Contact Us :: 2601 Blair Stone Road. Tallahassee ci 32399 phone: 850-487-1824
The State of Florida is an AAfEEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement Aatssibakv StatemerK :: Refund Statement
Under Florida law, email addresses are public records. If you nd not want your e-mail address released in response to a pudic -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please mnb[t 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012• licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The email provided may be used for official communication with the lirensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Departrnent we, an email address which can be made available to the public. To determine if you are a &4ensee under
Chapter 455, F.S., please Chck h&M.
.
Product Approval Accepts:
W 0 'R. ICF
Credit Card
Safe
http://Www.floridabuilding.ore/pr/pr app dtl.aspx?param=wCTEVXQwtDgtrnmTSTlvdVPs... 1/9/2018
:Q
SUPERNOVA
EXTRUDED ALUMINUM ACCORDION 5HUTTER
LARGE M1551LE IMPACT RE515TANT
GENERAL NOTES: FLORIDA BUILDING CODE 2017 - HVHZ -
I DrrINITION: TOIL, PRODUCT 1.5 AN ACCORDION TWC SUVITER; DESIGNED. CON5TRUCTI`D AND
CRFCTrD TO EASILY FNC1.0517 AN AREA, PROVIDING PROTECTION PROM HURKICANE FORCE WINDS
AND WIND BOKNC DCDRLS (LARGE AND 5MA1.1. 1611.951LE) WITHIN TML' ALLOWABLE DESIGNED
I'RF5SURE5 AND LIMITADON5 51ATED IN TH5 APPROVAL.
2- CODs: TI 115 rKOOUCT t1A5 DEfN 7t5TED AND DF.'.11ANfD IN ACCORDANCE_ WDIi T11C HIGH VEIOCIIY
DURRICANU ZONE (HVI12) Of TNf. 2017 rLORIDA WI DING CODE - GTH EDITION.
3- POSTNJG: A I'F.KMANCNT IEGIBLE DECAL SIIALL DE PI ACED AT A READILY VISIBLE LOCATION STATING.
Tt1r FOLIOWiNc:
N.A.9.A - IlIAIrAI I GARDEN:, - FLORIDA
5UFFRNOVA EXTRUDED AI.UMINIJM ACCORDION 5191TTER
MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED-
4- LOAD:,: DESIGNED LOAD CAI.(:IJIAIfD BASED ON TI IC A)CC 7-1 O AND rROVIDED BY A
PROFCSSIONA. ARCHITECT OR F.NGINEFR FOR EACtl SPECIFIC PROJECT. THE CALCUTAIED DE5IGNCD
FR155U/P,E MUST NOT EXCEED THE ALLOWABLE rRf59URE5 FOR EACH 511U11EK COMPONENT TO L)C
USED.
S. MATERIA.: AL1. EXTRUDED ALUMINU IA SHAPES 5t1All. BE MADE OF G063 -TG OR AS NO1tt).
6- rA5TrNFR5: A1',CMBIY SCRr_-W.% AND ANCHORS SHALL BE AS 51 r.GIFIED IN 111E C7JRRFNT SET OP
UP.AWING5. INSTALLATION AND I.OAU9 AS PCR THI5 A'PROVAL.
7- Ull!, li 5t)Al: I1tTHE P15MWiIEILnY OP THF C:ONIRA oR. ARCHITECT OR ENGINECK OF RECORD
TO VERIFY it Ir rOLLOWING,
7.1 - THE FMAUILITY OP TtIE 57RUCTURC WHERE TtIC 5mn-t R 15 TO BE ATTACHED IN5URING MOPER
ANCIIORAGF.,
7.2- 1HL STIP 5PI:CIrIC PROJCCT CRITERIA. 511011 A5 OUT NOT LIMITED 10, WIND LOADS,, I OCAL CODE
REQUIP.FMrNT5, UE5IGNL'D m5911RP.5 ETC.
7.3- TIIAT 11115 APPROVAL 5 AULOUTAFC TO TIIC 5PEC.IIIC PROJECT.
8- 33 1/3% IlICYF-A5P IN AILOWABIf: LOAD3 HAVF. NOT BEEN U15CD IN FIFE DE51GH or THF` ANTI FOR."
FOR 7115 PRODUCT ArrPO AI.. HOWEVER, WOOD ANCI10R5 WITtI 1.6 LOAD DURATION INCRFASF
FOR WIND LOAD IIAVE BEEN USED.
USER INSTRUCTIONS:
I - DETERMINE PROJECT DESIGN WIND LOAD 1`141755URF9 AS PER If EM 4 OF GLNERAI, NOTES.
2- G11ECK BI ADC SPAN ALLOWABLE Dt5IGN PP,ESSLWE ON TABLE I OF TABLE I A.
3- VIERIPY GIA55 5CPARATION ON TABLE 2 IP AI'FIICABLE.
4- t)rrf`RMINE MAXIMUM ANCUOMrL PRE35URE (:A'M:IIY I'UNCLIOM OP SECTION 1YP1: TO BE USED A`,
PER 5tiEET5 3. 4. 5 ♦ G. 5rC1IOM-, ARE MTEROIANGFABI e.
5- THE IOWC5l PRI'S51/KP. TKOM I1*E013 7. AND 4 ABOVE MUST NOT EXCEED TNC RJEOUIREU DEWIN
PRESSURE FROM GrNFfW NOT F94
TABLE OF CONTENT5:
911EET
DP3CIUPTION
1
TABIC OF CONTENTS, GENERA NOTES. USER INSTRUCTIONS
2
TYPICAL ELEVATION. ALLOWABIC BLADE PRESSURE TABLE 1, 1 A AND GLASS
SEPARATION TABLE 2
3
ri(M(;M. SLC.I IONS A. BI , 02. 03, 84 WITH ANCHOR". TABLES
4
TYI'ICAL SECTIONS B 4 C WITH ANCHORAGE TABLES
5
--__-.-- _-
TYPICAL 5L'GTION5 D. E t GN WIT H AN01OKAGE TABLES
6
TYPICAL SCGTION5 P. G 4 1 WITH ANCDO AGE TAMrl
7
JAMB AND CORNER SECTIONS'.'
8
I OC.K MAIC t FEMALE 9rCTI0N51' ...
LOCK UNIMATC' SECTIONS TI"
9
W
10
STANDARD I OC K SECTIONS 'N' -- -- -
1 1
LULL OF MATERIAS, ANCHOR 5CHPDIII P. t BLADE A55FIABLY.
12
COML'ONF.NT5
13 f�,5CCTION'rDETAII5
N.A.S.A
NATIONAL APPROVED SHIITTL'R
ASSOCIATION L.L.C.
8717 NW 1 17 ST, STE I
MALMO GAKDCN5, 1'L 33018
Te1.: (16G) 62! -6706
Fix: (706) 621.6708
WWW.NASA511UTTCR.COM
PRODUCT:
SUPERNOVA
INTRUOEU ALUMINUM
ACCORDION 9MU71EK
I.ARrZ f SMALL
IMPACTED RATED
ENGNCCPJNG,
ENGCO INC. Gar
5535 ORANGE DR. 201
DAVIE. PL. 33314
Td.: (954) 505.0304
CNC(X), )A(')I .COM
DE F/
.. Qr/
CQ ��No. 52609 � H
SST TE OF 1y
60tF O'/�� rf
i-rrg•arter : roH
Pedro De I'guerrrdn - FC 52609
MIAMI DADE A'rPDVAL•
DATE: 1012612017
5CAlir NA
015IGN BY: PPMf
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TYPICAL SECTIONS A. B I. 82, 153, D-4 _ _
A55OCKTION.
AND ANCHOR 5CHEDU(F � T A
I/4 --]4X1' 61?b SDS LJF! - ---�-- - 41OX3/4' (EKS N. x
9ECT10NA -L/4-20X1/2' 10IMS W/NUT �� AT 12' LIC
OULLi-OUT ON ANGLF SPACED AT l2.00 �1 H NATIONAL APPROVED 9111JTTL'R
fIFAOFR OR 9tLL - A350CIATION L.L.C.
oPTux(AL _ _
2, 2A I 1 y 1•tm --SECTION FY1 8717 MV 1 17 ST, 5TE 1
--(' nD.lU9TA8LC iRAQC MIAI.P.H GARLIEN5, PL 33018
'1 �CMBf'D. - �� ON RI.LRR9[ ANG1L Tel.: 86) 621-6706
' s 5Al ONLY Pax: (786) G21 4708
WWW.NA5A511U11CR.COM
1•�m ! ��1,,,111 d ANCHORS DESIGNED
}� t- 6A- ._-`'' AS PER SECTION 14 PROfXJCT:
1•I ANCHORS DESIGNED (IN TABLE BELOW
_ ® AS PER SECTION A
t7 rd 1/IB "p SUERNOV�pA
ON TABLE BELOW
XIPD4
,n AUX ROKIN 511LNYP.R
r � 1/4-14X1' GRS SDS OR '
w 1/4-20X3/4' PHMS W/NUT- LARGE 09MALL
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MI'ACTFD RATCD
g 9CCTION B I
P
evrv.V TRACNSE nNG11'
ON
RI --- FNGINrrRING:
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MAW'R"'"`Y ENGGO INC. Lai,
I. 4 �j
ANCHORS DES1G(4F.D o� 5595 UFAN(:I' DR. 201
k . 33314
4 ({ $ -AS PER SECTION BI --� #10X3/4' TLKS SCGT10NB3� Tef, 1(954)`50;4-0304
$ _ ... __
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_ AT 12' OC STD ANG if LNGCOOAOL.COM
•' _ 91L1. ONLY
1/4-14X1' GR5 SDS OR I ' ('+m - _ ' 1 ANCHORS DESIGNED •'•��."DE f/���'+.
1/4-20X1/2' HHMS W/NUT �_ Y• oW-' -G f( F O ;..........."..•..�E'
EMBED. I I AS PER SECTION B3 C ENS' � z
SPACED AT 12'01 I i_ a ON TABLE BELOW p�4
.52 609
z STATE or r w !
vRi ..._.. _..-n— - . ':r..y• 10 i ENDED.
ANCHORS DESIGNED i, Tt s ' G ••
ULU 1t. AS PER SECT 113N B2 1/4-14X1' GRS SDS OR ' v.....
AE Ea'�•,
;c r.
ON TABLE BELOW l/4 -20X3/4' PEWS W/NI1T A,,i_ -
fz---(rT1nNAL 8 SPACED AT 3'OC Lay(,( I')
F _
�- - -�--- - MAX. BLADE SPAN IN INCHES- C�gm11. xx1
1'141. 01 V..1—da - PC .'.11(:09
$. SEE ANCI((112 SCITEDULE ON
SHEET 11 FOR ANCIICIR TYPE MAXIMUM ANCIIORAGC PRE55l1R[` (mill
OA5ED ON SPACING IN INGMES ON CL-N'FL'R MIAMI VAL1: Arf7AOVA1.:
f 5C(,-nCMI jig ANCHORAGE SPACING
1/4-14X1' GR5 SDS OR \ 1 13$,__- _•10_ B__- •,... --_--
1/4-20XI/2' LBWS W/N1T- /1 �'T�r,� _ _ -
SPACED AT 12' U(: 9tD ANGLC 4 40 31 62 38 93 46 1" 4 60 160 01
9111.OM.r SECTIONS -� 4 " 4 1 0
62 62
e �21. ►.4�. 16. 1.4.§.
MAX. BLADE SPAN 1N INCHES83,84 _4 40 40 62 6 93 � 121 Ic^4 1G0 1GU
93 1?.t 160 JJQ
SEE ANCHOR SCIIEINtt-F. ON - •— -
SHEET It FOR AN[:IiIJR TYPE __ -----
MAXIMUM A CH AGE)PRESSURE (PSP) BASCO ON 3PA_CI NG 1!l INCHES ON GEN7CR
ANCHORAGE SPACING • 1 _ _ _ 108 84 O -"-- DATr. I0/7G/2017
9151': Nn
_.� ! B b- 1,Al )Ic DA Al B C A 1 B1 C A At 1 C D DCEk:N Dv, rrMr
S"Q�,AQ _ 6 _.
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i
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SECTION 13
BUILT -OUT ON
REVERSE ANGLE
HEADER OR 5tL
MAX. BLADE SPAN IN INCHES-\
SEE ANCHOR SCHEDULE ON
SHEET It FOR ANCHOR TYPE
ANC
1/IB
TYPICAL 5ECTION5 B AND C
AND ANCHOR 5CHEDULE
1 ANCIIDRS DESIGNED
AS PER SECTION B
11 1' 1r ON TABLE BELOW
I
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1/4-2OX1/2' HHNS W/NUT
SPACED AT 12'OC
N.A.S.A
NATIONAL APPRUVLU 511UI I IX
ASSOCIATION LI -C.
6717 NW 1 17 ST. 51 I
HIALEAll GARDENS, TL 33018
Tel.: (766) G21-6706
Fa.: (766) 62 1-6708
WN^N.NA.9A511UTTm,COM
6Q
tIE3
MAXIMUM ANCtI AGF PRC55URE ( F) DASEO ON 5PACING IN INC
HORAGE SPACING -
SUPERNOVA
-
4 "'-----
EXTRUVCD ALUMINUM
12
4
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LARGE s 5MAU.
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90 112. 89
1 1 1 c�4 11
'4 1
124 124 124
1 0 1 160 1 6
410—
0
160 137.160 150
160
160
IMPACTIiD RATED
SECTION C.
WAIL MOUNT WIT”
CNC4NFVRING:
TRACK 30R 3A
"CAVF.R CM 5111
ENGCO INC. GDIIC
5,535 ORANGE DR. 201
DAVIE, FL. 33314
171.. (954) 595-0304
JAOLCOU
..............
r i No. 57.609
ANCHORS
DESIGNED
AS PER
SECTION C
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BELOW
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MIAMI DADS AFIZVAI.;
MAX. BLADE SPAN IN 1NC1
SEL ANC14LIR SCHEDULE ON
SHEET 11 FOR ANCHOR TYPE
ANCHORAGE SPACING -
SECTIONS
B&C
MAXIMUM ANCHORAGE PRESSURE (M)
BASED ON SPACING IN INCtIM ON CENTS
DAT E: 10126/2017
SCALP.: NA
DE51GN BY. PPMP
StICL`T I DRAW WoV: I
4 OF 13 17 -GQ
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SECTIONS
B&C
MAXIMUM ANCHORAGE PRESSURE (M)
BASED ON SPACING IN INCtIM ON CENTS
DAT E: 10126/2017
SCALP.: NA
DE51GN BY. PPMP
StICL`T I DRAW WoV: I
4 OF 13 17 -GQ
ANCHORS DESIGNED
AS PER SECTION D
ON TABLE BELOW
MAX. BLADE SPAN IN INCIIC
SEE ANCHOR SCHEDULE ON
SHEET II FOR ANCHOR TYPE
ANCHORAGE SPACING
L
SECTION E
SECTION ON
TYPICAL 5F.CI ION5 D. E 4 GH
AND ANCHOR 9CH1-DULF
AXIMUM ANCXOKAAE PRCS5URE (P5F
ANCHORS DESIGNED
AS PER SECTION GH--,,
ON TABLE BELOW
_(ED) EDC
DISTANCE
6A
W/ LEG
TRINIEB
810X3/4' TEKS
AT 12' oc
N SPACIN
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AS PER SECT [ON
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3t11 -'ET I DRAWING 0:
5 OF 13 17 C(;G
A350C:IATK)N:
N.A.S.A
NAOCINAL APPP,OVED SHUTTM
ASSOCIATION LLC.
8717 NW 1 17 5T, 3TP. I
HIAIrAtI GAROF.N3, FI 33016
Tel: (786) G21 - G70G
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ENOINCCRING, -
ENGCO INC. CADI
5595 ORANGE DC; 201
DAVIP, FL. 33914
Tel., 1954) 585 0304
ENC,CO@MOL.GOM
No.52609 y
s It
8 -TATE OF /i 4; .>Z
NAI- ��
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1'nginee• 9e.�1
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MIAMI DADS AFPROVA.:
DAM: 10/26/2017
SCALE: NA
DESIGN 8Y: PPMF
511EET I DRAWING OF:
13 OP 13 1 17-656
�5ECTION
X
TRACE 2 OR 2A IN5ET MOUNT
SECURED TO AN ALUMINUM FLATS
BETWEEN WOOD TR055F_9
0. 6:1 0. 6p.
,-(4 PER RAFTER)
i/4'X 2 1/4 FH TAPCONS
WITH 2' MINIMUM
PENETRATION INTO WOOD
1
0
�
2,2A7
1/4'XS" OR 1/S -X5. 6063-T6
ALUMIN* PLATE SECURED TO
~
RAFTERS, Ar MAXIMUM 24' OC
0 �_--
_ ---
SEE TABLE BELOW FOR SHUTTER
1,e7
SPAN L PRESSURE
1/4'-;4X
2' SELF DRILLING SCREWS
z
SEE SHEET
ANCHOR
5 MOUNT -+TYPE D
TYPE B FOR ANCHOR SPACING
ALLOWADLE DC5IGNED PRE55URE9 ALLOWADLE DE5IGNED PRE,55URE5
FOR SECTION X WITN 1l4' ALUMINUM PUDE FOR SECTION X WITH IV ALUMINUM FLATS
OLADC I MAXIMUM DE5IGNED
NOV, I. IINr..AR INTER1`01 AIM 13 NI (YWADI F EIETWEt'.4 51ADE SPAN 312E3
r
r.
�I
AUCRNAIE R PLATE
r.
ra-L-1 --1
G�
ALTERNATE TO PIATC
1/89(2'X5' GOG3-T6 ALUMINUM ANGL1[
Ai
A3r"NATTON:
N.A.S.A
NATIONAL APPROVED 5HI)TTER
A59MIATION L.L.C.
8717 NW 1 17 5T, 5TE i
HIAEAI GARDENS, FI. 33018
Tela (786) G21-6706
Fax: (78G) G21 -G-/08
W mN. NASA51111TTEP. C.OM
5UPERNOVA
C%TRUDCU AIUMINUM
ACCORDION 5HUTTER
I ARGE 4 SMALL
IMPALTCD RATED
ENOINCCRING, -
ENGCO INC. CADI
5595 ORANGE DC; 201
DAVIP, FL. 33914
Tel., 1954) 585 0304
ENC,CO@MOL.GOM
No.52609 y
s It
8 -TATE OF /i 4; .>Z
NAI- ��
i0brr�
����1�
1'nginee• 9e.�1
teJ, a I)e T,gue:rcJu - FC 5N.09
MIAMI DADS AFPROVA.:
DAM: 10/26/2017
SCALE: NA
DESIGN 8Y: PPMF
511EET I DRAWING OF:
13 OP 13 1 17-656
Imo..._.. ...... ... ,. .. _ _ y, -._.... ._ . - 1'�Ka.. .. .. .... ___. ..i.ae'SYSSi'.