HomeMy WebLinkAboutNOA's%7L3pN+r' x 6,50I — v-Jco(r
MI®� MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATO�Y�/tprai�® 11805 SW 26 Street, Room 208
AFFAIRS (PERA) U�B'U1F9GG�� Miami, Florida 33175.2474
BOARD AND CODE ADMINISTRATION DIVISION SY T (786) 315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE (NOA) St. Lucie countv wwwanianridade.Eov/nera/
Industries Limited
50 West Drive
Brampton, Ontario, Canada L6T2J4
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 PERA -Product Control
Section to 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 M'Aan
de County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other tha r'County) reserve the right to
have this product or material tested for quality as pur o I flit p material fails to perform in
the accepted manner, the manufacturer will incur the eaf s h strthe AHJ may immediately
revoke, modify, or suspend the use of such product or in I i J sdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami-D a to uct Control Section that this product or
material fails to meet the requirements of the applicable bui ing code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "LS18" Single Flush Outswing Commercial Steel Door w/ Series"AS" frames & w/wo Panic
Exit Devices
APPROVAL DOCUMENT: Drawing No.12-011, dated 01/07/12, titled "Series LS 18 Flush Outswing
Commercial Steel Door w/Series "AS" Frame", sheets 1, IA, 2 through 13, 13A and 14 of 14, prepared by Tilteco
Lie., signed and sealed by Walter A. Tillit Jr., P.E., signed and sealed by Walter A. Tillit Jr. , P. E., bearing the
Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and 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, Brampton, Ontario
and series and following statement: "Miami -Dade County Product Control Approved", 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 # 09-0323.23and consists of this page I and evidence pages E-1, as well as approval document
mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No 12-0216.06
MIAMI-DADE COUM-YIM Expiration Date: April 10, 2013
Approval Date: May 03, 2012
���\2 Page 1
Daybar Industries Limited
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's parts and sections drawings (transferred from file # 09-0323.23).
2. Drawing No. 12-011, dated 01107/12, titled "Series LS18 Flush Outswing Commercial Steel Door
w/Series "AS" Frame", sheets 1, 1A, 2 through 13, 13A and 14 of 14, prepared by Tilteco Inc.,
signed and sealed by Walter A. Tillit Jr., P.E.
Note: This revision is FBC 2010 notes update only.
B. TESTS (transferred from file #-09-0323.23/08=01-10.12) Original test conducted per SFBC PA-
201, 202 and 203-94, now termed as TAS 201, 202 and 203-94.
1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver)
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistant Test, per FBC, TAS 202-94 (except sp# 7 louver)
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94
Along with marked -up drawings and installation diagram of outswing steel door, prepared by
Hurricane Testing Laboratory, LLC, Test Report No. HTL-0279-1017.01, dated 10/17/01,
signed and sealed by Vinu J. Abraham, P.E.
C. CALCULATIONS
1. Anchor Verification Calculations, complying w/ FBC-2004, dated 06-16-2005,
prepared, signed and sealed by Walter A. Tillit Jr., P. E. (transferred from files # 09-
0323.23/ 08-0110.12).
D. QUALITY ASSURANCE
I. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Tensile Test report No Test Report No. QCM=2EM-613, dated May 28, 2002, issued by Q
C Metallurgical, Inc, per ASTMS-8, signed & sealed by Robert Kelly. (transferred from file
# 09-0323.22//08-0110.12) 1
2. Notice of Acceptance No.11-0920.07 issued to Dyplast Product, LLC (Former Apache
Products Company) for "EPS-Expanded Polystyrene Insulation", expiring on 01/11/17.
F. STATEMENTS
1. Statement letter of compliance to FBC-2010, dated FEB 15, 2010, issued by Tilteco Inc.,
signed and sealed by Walter A. Tillit Jr., P. E.
2. Statement letter of compliance to FBC-2007, dated April 29, 2009, signed and sealed by
Walter A. Tillit Jr., P. E. (Transferred from File # 09-0323.22)
3. Statement letter of anchor verification compliance to FBC-2004, dated June 10, 2005,
signed by Walter A. Tillit Jr., P. E. (Transferred from File # 06-0612.03)
4. Statement letter of compliance issued by Hurricane Testing Laboratories, as part of above
referenced test report.
G. OTHER
1. This NOA revises NOA # 09-0323,23, expiring 04/10/13 (Non -Renewable, unless -re -tested)
2. Manufheturer/Distributor agreement between Daybar Industries Limited, Canada and
Daybar Southeast Service Center, Key Largo, USA, signed by Mark Dodson and Bob
Wolfe, respective officials of the companies. (original in file #11-0520.06)
3. Letter dated 11/17/04 issued by U-can Fastening Product for materi property, igned by
Paul Marial, P.E. k4!, � 1.au
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 12-0216.06
Expiration Date: April 10, 2013
Approval Date: May 03, 2012
• E-1
PAGE
PAGE
PAGE
PAGE
SHEETS CONTENT;
#1 INDEX & -COVER PAGE
#1A
#2
#3
PAGE #4
PAGE #5
PAGE #6
PAGE #7
PAGE #8
PAGE #9
PAGE #10
PAGE #11
PAGE #12
PAGE #13
ASSEMBLY ELEVATIONS, (DETAILS #20,21,22) .
TYPICAL SECTION THROUGH, VERTICAL/HORIZONTAL,
FRAME SECTIONS AND REINFORCINGS,
(DETAILS #15,16,17,18,19)
DOOR SECTION THROUGH EDGE SEAM, (DETAIL 46)
DOOR TOP AND BOTTOM TYPICAL END CHANNEL,
(DETAIL #12)
DOOR SURFACE CLOSER REINFORCING, (DETAIL #11)
DOOR SURFACE CLOSER REINF AND END CHANNEL
ASSEMBLY, (DETAIL #13)
DOOR STEEL TOP CAP, (DETAIL #14)
DOOR HINGE REINFORCING,
ANSI 4A115.1 486 MORTISE LOCK,RP REINFORCINGS,
(DETAIL #9)
#161 LOCK, REINFORCINGS, (DETAIL.#8)
RIM PANIC SURFACE BOLT REINFORCINGS, (DETAIL
#10)
13A ANCHOR OPTIONS AND DETAILS
PAGE #14 BILL OF MATERIALS
MAX. A.S.D. DESIGN PRESSURE
RATING
+90, —90 PSF
NO.
GENERAL NOTES AND SPECIFICATIONS;
1. SINGLE SERIES LS16 FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES "AS" FRAME, SHOWN ON
THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH ME
2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. DOOR MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ,
ZONES.
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES, USING
ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 MC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010
FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET.
IN ORDER TO VERIFY THE PROVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL
BE FIRST. REDUCED TO A.S.D. DESIGN WIND LOADS By MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE
W/ MAX. (A5.D.) DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET.
THIS DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE
ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201. TAS-202, TAS-203 AS PER HTL LAB REPORT #0279-1017-01
AND AS PER SUBMITTED STRUCTURAL CALCULATIONS. PERFORMED AS PER SECTIONS 1612 & 1615 OF THE FLORIDA
BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY.
2. ALL COMPONENTS SHALL BE AS SPECIFIED ON APPUCABLE DETAIL SHEETS AND AT BILL OF MATERIALS (SHEET 14)
OF THIS DRAWING.
3. COMPLIANCE OF EGRESS / ESCAPE REQUIREMENTS OF THESE DOORS PER FRIG TO BE DETERMINED BY BUILDING
OFFICIALS ON A CASE-6Y-CASE BASIS.
4. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI
SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 5CO14 WITH 50 Nei YIELD STRENGTH AND 90
kal TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4.
S. ALL WELDING TO CONFORM W/AMERICAN WELDING SOCIETY A.W.S. D.1.3 AND D-19.0 REGULATIONS. USE E60XX
ELECTRODES
6, ALL ANCHORS FOR DOOR FRAME CONNEGTTONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON SHEET 13 OF
THIS DRAWING.
MAXIMUM ANCHORS SPACINGS SHALL BE AS PER ELEVATIONS ON SHEEP 1A OF THIS DRAWING.
7. PROX40E.1/$ MAX. LOAD BEARING SHIM SPACE.
S. THIS DOOR WALL NOT REQUIRE A HURRICANE PROTECTION DEVICE,
9. THESE DOOR ASSEMBLIES ARE. APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATE ON NOTE 1,
AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON THIS SHEET.
10. PRUDE SPECIFIED SEALANT AT ALL DOOR FRAME MD THRESHOLD.
11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE PA.D.
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE
SAFETY OF THIS PRODUCT, BASED ON THIS PA.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS
DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY.
(o) THIS PRODUCT APPROVAL DOCUMENT (PA.D.) WILL BE CONSIDERED INVAUO IF ALTERED BY MY MEANS.
(d) ORIGINAL P.A.D. SHALL BEAR THE DATE, SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT
PREPARED IT.
fiiBOCT R6VT9BY
12. DOOR'S MANUFACTURER LABEL SHALL BE PLACED ON A
READILY VISIBLE LOCATION. uhllbWwW A4lMW.
XoNft,Goeoz..p2/6.O4
ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL
SHALL READ AS FOLLOWS:
DAYHAR INDUSTRIES LTD
E+61TmYH nee73•
50 WEST ON,
/
_6 2J4.
ON NADA. A, LOT 2J4.
G
COUNTY PRODUCT CONTROL APPROVED.
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yMIAMI-OAOE
{
FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE:)
#� ONei .0. RHoe—M
SERIES U16 FLUSH OU75WING COMMERCIAL ooMem ey.
STEEL DOOR, W/SERIES "AS" STEEL FRAME WAG
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DAYBAR INDUSTRIES LTD 0117/12
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MAX. ROUGH OPENING WIDTH ��{I(-�"--4--0.--50-00--NA%. ROUGH GPENING VIDTN
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3/7
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TOP CAP
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SURFACE BM
HEINFORCIN
DETAIL 010/1
I EDGE SECTION
M DETAIL# 6/4
RP REINFORCING L
SEE DETAIL #9/1
DOOR SECTION THROUGH/
SEE DETAR06/4
BET. 17/3
2.7500y I—NAIL-4—MAX.'I -NAX--1 I-Z7500
ASSEMBLY #1 ELEVATION SINGLE
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VIEW (OUTSWING)
WALL CONDITION
— EXISTING MASONRY
OR WOOD
ANCHOR, E M
STUD WALL
A DETAIL #22
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2.]500-� I I... — A%�� BE. � I�Z7500
OR S.M.S. ASSEMBLY #2 ELEVATION
T2)SINGLE DOOR EXTERIOR VIEW
SCREWS 9
(OUTSWING)
WALL CONDITION — WOOD STUD
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ASSEMBLY #3 ELEVATION SINGLE
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WALL CONDITION — MASONRY
ANCHOR, WIRE DETAIL #21
MORTISE LOCI<.
FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE
WALL CONDITION VARIES SEE
ELEVATIONS PAGE #1, AND ANCHOR
DETAILS PAGE #13
D AS 5 3/4' SERIES FRAME
SEE (TYPICAL) SECTION
DETAIL #15,16 (PAGE#3)
WEATHER STRIP NGP #120NA
SECURED WI7H DOUBLE ROW OF
#6x1/2' SMS SCREWS IRV FROM
EACH END AND 4' C/L (AS
PREDRILLED BY MANUFACTURE)
® 3/4' CELL
PAPER HONEYCOMB
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16 THRESHOLD NGP 0950NA r •�
TAPCON 3/16'
i
CURED WITH
x 1 3/4° FLAT HEAD MASONRY
z
SCREW OR # 8 x 2' F.H. S.M.S. 0.12511
=
OR # 10 x 2' F.H.W,S. LOCATED @
F2 3/4' FROM EACH END AND 10' C/L.
w
w
(4 SCREWS TOTAL ON ASSEMBLY)
D-
APPLY GE SILICONE II CLEAR SEALANT
a
TO BASE OF THRESHOLD PRIOR
TO INSTALLATION
w
w
IN
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o In
M
3 BEADS GE o 0 DOI
Q
SILICON II �_ Co(
FLOOR LINE
5.0000
16 EXTRUDED ALUMINUM
- RESHOLD NGP #950NA
NOTCH THRESHOLD EA.
SIDE 70 SUIT JAMBS,
16 THRESHOLD SEAL JOINT WITH GE
SILICONE II CLEAR
SEALANT
SURFACE
APPLIED
WEATHER
IN STRIP
35,7500
40,0000 (MAX. 40.5000)
TYPICAL HORIZONTAL SECTION
TYPICAL VERTICAL SECTION
❑,
2 D
OOR 18 GAUGE .045 MINIMUM,
LL STEEL COMPONENTS OF THIS ITEM, Le., FACE SHEETS, INTERNAL COMPONENTS AND REINFORCEMENTS ARE
MANUFACTURED FROM TENSION LEVELED STEEL CONFORMING TO ASTM A924, GALVANIZED TO ASTM
A653/A653M, COMMERCIAL STEEL (TYPE B), COATING DESIGNATION A40, KNOWN COMMERCIALLY AS PAINTABLE
GALVANNEAL- AVERAGE TENSILE STRENGTH, 52 KSI AVERAGE YIELD STRENGTHi 45 KSI, ELONGATIONi 40%.
O FRAME 16 GAUGE .058 MINIMUM
ALL STEEL COMPONENTS OF THIS ITEM, I.e., HEAD, JAMBS, REINFORCEMENTS AND ANCHORS ARE MANUFACTURED
FROM COMMERCIAL STEEL (TYPE B), GALVANIZED TO ASTM A653/A653M, COATING DESIGNATION A40, KNOWN
COMMERCIALLY AS PAINTABLE GALVANNEAL, AVERAGE TENSILE STRENGTH, 52 KSI
AVERAGE YIELD STRENGTH, 45 KSI, ELONGATION- 40Y
MAX. SHIM SPACE I. IS 1/4', TYP, A
OUT
CODE
1250
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Llw k*�'
VELOCITY HURRICANE
11975
REINFORCING MATERIAL,
GAUGE 12 MINIMUM (0.097 THICK)
GALVANNEAL
SURFACE STRIKE
REINFORCING
DETAIL #19
1. DIEMITERED CORNER CONT.
WELDED INSI➢E FACES &
AT RETURNS
2. CAULK COMPLETE INSIDE
CORNER WITH GE SILICONE II
TYPICAL WELDED CORNER
'DETAIL #16
B
RRo,r, 0 o g0 .
1.3125
OA3401
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0,1872
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GALVANNEAL
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DETAIL #17
"AI LKIAU
GAUGE 16 MINIMUM (.057)
GALVANNEAL
01 AS 5 3/4'.TYPICAL
SECTION THROUGH
DETAIL #15
MATERIAL
GAUGE 12 MINIMUM
GALVANNEAL
(5)4 7/8" STRIKE
_REINFORCEMENT FOR FRAME
DETAIL #18
2A0751
N8-32
,CREW
DEAD LOCK STRIKE TAB
14 GA (0.074) MIN
ATTACHED TO , STRIKE JAMB W/
(8) 1/8'0 PROJECTION WELDS.
r"DuciRCV=0
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FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
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3/4" CELL PAPER HONEYCOMB
BONDED TO FACE SHEET WITH
CONTACT ADHESIVE HELMIBOND # 8320-1
DOOR BACK OR NARROW SIDE
MATERIALi
(2) 18 GAUGE = 045 MINIMUM
GALVANNEAL
u�
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BOTH DOOR EDGES 4f 21._J M.
1/8' IN 2° BEVEL °Y°
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L
FLORIDA BUILDING CODE (HIGH VELOCITY
-0.0570 MIN.
TYP.
35.0000
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SPOT WELDS
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DETAI #121CAL END CHANNEL
No. 44167
BUILDING CODE (HIGH VELOOOY HURRIGNE ZONE'
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ASSEMBLY DETAIL #13 °°....cEiusF`. �9 a
FLORIDA BUILDING CODE (HIGH VELGCIIY HURRICANE ZONE)
No.4'4167 tt i
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/X\ MATERIAL 20 GAUGE
(0.035> MINIMUM
VgRjF� C/L GALVANNEAL
INSTALLATION,
APPLY BEAD OF GE SILICONE 'II SEALANT
q TO INSIDE -TOP EDGE OF DOOR,
RfFs PRESS FIT TOP CAP INTO DOOR
\/ TOP CHANNEL & SCREW FASTEN
QD VIEW)
3/16' DIA HOLE CSK FOR
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CONE. 20. GAGE 1.75—�i
GALVANNEAL PLATE
REINFORCEMENT
to
rl II L SPOT WELDED
0D ASSEMBLY
0
I
��- 0.035
TOP CAP (SECTION)
(3)#lOx2' TYPE A FLAT HEAD
SHEET METAL SCREW
TOP CAP
DOOR ASSEMBLY
AT TOP EDGE
DOOR STEEL TOP CAP
DETAIL #14
GE SILICONE
II SEALANT
DOOR TOP (BOTTOM)
-END CHANNEL
<DET. 12/5)
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FLORIDA BUILDING CODE (HIGH VELOCITY
0.1340
0.1100
0
0
Ca
C�
0
DOOR HINGE REINFORCING.
rRODUCf RINI9G.0
wwwW>wv.w n. siatle
MATERIAL:
GAUGE 10 MINIMUM
GALVANNEAL
FLORIDA BUILDING CODE (HIGH VELOCRY HURRICANE
}
3.5000
Lq
Lr)
D
�II
125 ,
0
0
�o
0
lam— 4.79nn --.I
GAGE 14 (0.074) MINIMUM
RP REINFORCING SAME AS #86.
LESS LOCK CLIP & MOUNTING
TABS
ELEVATION
n Ul ccu
4.7500 o N
0.3125
-{ 11
G-- 3.5000
0
cq
N
PLAN o
MATERIAL: ALL GALVANNEAL
ANSI #A115.1 #86 MORTISE LOCK,RP REINFORCINGS
DETAIL #9
,LOCK CLIP-18GA
(0.045) MIN.
ONLY VALID FOR
ASSEMBLY #3
0.3125
0
0
0
1.1875
O
m875
I 2AB75
#12-24
SCREW
(3) 1/8'0
PROJECTION
WELDS
DOOR EDGE MOUNTING TAB
14 GA (0,074) MIN
U.
BUILDING CODE (HIGH VELOCNY HURRICANE
REINFORCING)
LOOP
BARREL
SUPPORT
2.632
BARREL SUPPORT
MAT: 0.035 SATINCOAT
00
+-VIEW X
OD
I
N �o�ti3 TO SUIT 8/32UNC
THREAD (4) 1/16'0
PROJECTION
4161 EDGE REINF❑RCING WELDS
MAT: 0.078 SATINCOAT
SECTI❑N THROUGH
EDGE REINFORCING
0.20
0,390 -4
r-m
�
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0
of ti
Q 00
N N
- 1 0.712 �-
REINF❑RCING LOOP
MAT+ .035 SATINCOAT
DaeOUR��
.yWly.Hw q�M1Y
/n/Mnlw BEM D
#161 LOCK, REINFORCINGS
DETAIL #8
FLORIDA BURRING CODE (HIGH VELOCDY HURRICANE
VIEW X
I I
I I
VIEW X I I
1 ' I
I Ij I
I II I
II I
I 4
I II
� I II j msaucrTlevuen
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o2/C3
--1,6870 � I II 111�1
PLAN I II I
I � I
I � I
MATERIALI
14 GAUGE (0,074) MINIMUM
GALVANNEAL, GLUED TO I
DOOR AT HEAD & SILL II
USING HEMILBOND 8320-1 1.6870 I•S8j0 /
CONTACT ADHESIVE. VIEW X
3D VIEW
C... ,f�f111Ps\,.~`
PAGE #12 RIM PANIC SURFACE BOLT REINFORCING`L �' sF•L�v _y FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
j ND Q i i oeoU remo.we lvv.men) SERIES-.LSTS FLUSH OUTSWING COMMERCIAL WW W.
DETAIL #10 STEEL DOOR W/SERIES "AS" STEEL FRAME fa/Au
-9?, A4E�'!t+`- �` IL ECOTwe:. DAYBAR INDUSTRIES LTD 01 oAU'f
�F L O P r �f� 11LN TESEINa b fNEM[EMNa roYPANY eo eW omt E°aIDIWI•
F R •��' d ear�vA s.mmruaaaamv ax vAlw lm a,011
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eOTH SIDES (TYP.)
(4) #8 W/ 1-1/4" Min.
THREADED PENETRATIO
F.H. WOOD SCREWS
PER ANCHOR:
1%2- Min. GYPSUM WALL
BOARD OR PLYWOOD
SHFATHING.(TYP.)
JOINT
0 MASONRY WIRE ANCHORS (0,157" DIA,
9 1/2" LONG) IN HORIZ. MORTAR JOINTS;
FILL JAMBS m SOLID WITH MORTAR
"DAYBAR # PTI-001-
WIRE ANCHOR DETAIL #21
I— o
�I MAX. 1/4'
SHIM SPACE
" 8 EMA BUTTERFLY
ANCHOR
(SEE SHEET 13A)
cd. f'CONTINUOUS
CAULK
BOTH SIDES (TYP.)
MIN
POURED CONCRETE OR GROUTED
DOUBLE 2-xB'
WOOD STUDS
RE0'D.
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SHIM SPACE
EMA BUTTERFLY
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O (SEE SHEET 13A)
LeJ
CONTINU(
BOTH SIC
CONCRETE BLOCK WALL REQ'D. WOOD BUCK
W/ Q 3/8" x 5" RAT HEAD STEEL (MIN. 2'x 8' NOMINAL)
UCAN-SLEEVE ANCHOR W/ 1 1/2" Min. (8) 3/8'-16 X 6' STEEL CARRIAGE
EMBEDMENT. BOLT C/W NUT AND WASHER 7{. �91AV J
(E,M,A,) EXISTING MASONRY aRioP' '
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ANCH❑R DETAIL #22 W❑❑D BUCK ANCH❑R
e
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DAYBAR PART # PT1-004 MATERIAL GAUGE 20 (0,035)
GALVANNEAL
72) 2 PIECE C❑MBINATI❑N STUD ANCHOR
DETAIL #20
❑PTION FOR DETAIL #22
NOTES,
3 ANCHORS REQUIRED PER JAMB, 6
PER FRAME FOR DETAILS #20 & 21,
4 ANCHORS REQUIRED PER JAMB, 8
PER FRAME FOR DETAIL #22,
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W.I abe
FLDRIOA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
c>br R1Qp M I^1O1°°°1°I SERIES LS18 FLUSH OUTSWING COMMERCIAL m" °n
STEEL DOOR W/SERIES "AS" STEEL FRAME L°✓M.
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MATERIAL:
18 GA SATIN COAT EMA BUTTERFLY AN
FLORIDA BUILDING CODE (HIGH VELOCITY HURRICANE ZONE)
a0ttyaQ��,.•' CENSC.`'••'9 rwu mmo ae (aaixmmn) SERIES LSI8 FLUSH OUTSWING COMMERCIAL NAM w:
STEEL DOOR W/SERIES :'A5" STEEL FRAME OR✓NO
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DAYBAR INDUSTRIES
BILL OF MATERIALS:
LIMITED
ITEM
QUANTITY
MATERIAL
BASIC DIMENSIONS OR ADDITIONAL DETAILS
1
1
16 GAUGE WELDED FRAME
AS 5 3/4' JAMB DEPTH X 2' FACE X .057 MIN
2
1
18 GAUGE FLUSH DOOR COMMERCIAL STEEL
1 3/4' THICK X (.045 MIN). C/W PAPER HONEY COMB CORE
3
3
HINGE REINFORCINGS (DOOR)
1 1/4' X 10' X 10 GAUGE (.135 MIN)
4
3
.HINGE REINFORCINGS'(FRAME)
1 1/2' X 83/4' X 10 GAUGE (.135 MIN)
5
1
STRIKE REINFORCINGS (FRAME)
1 3/8' X 7 5/16' X 14 GAUGE (.072 MIN)
6
6
WIRE MASONRY FRAME ANCHORS (3 PER JAMB) (OR)
9 1/2' LONG X 10 GAUGE (.135 MIN)
7
6
CLIPIN STUD ANCHORS (3 PER JAMB) (OR)
1 7/8' X 5 5/8' X 20 GAUGE (.035 MIN)
8
6
EMA ANCHOR BOLTS (4 PER JAMB) (OR)
3/8' X 5' STEEL UNICAN-SLEEVE ANCHOR
9
6
CARRIAGE ANCHOR BOLTS <4 PER JAMB) (OR)
3/8'-16 X 6' STEEL CARRIAGE BOLT C/W NUT AND WASHER
10
3
HINGES-HAGER BB1191
4.5' X 4.5' STANDARD WEIGHT (.134 THICK)
11
1
RIM EXIT, DETEX VALUE SERIES C/W OPTIONAL ALARM
N/A
12
1
MORTISE LOCK, MARKS SERIES 5
N/A
13
1
CYLINDRICAL LOCK, MARKS SERIES 170 GRADE #1
N/A
14
1
DEAD BOLTI MARKS SERIES 130
N/A
15
1
WEATHER STRIP, NATIONAL GUARD PRODUCTS #120NA
SECURED WITH #6 X 1/2' SMS SCREWS .
16
1
THRESHOLD, NATIONAL GUARD PRODUCTS #95ONA
EXTRUDED ALUMINUM
17
1
CAULKING, 'GE SILICONE II
N/A .
BUILDING CODE
n V<
HURRICANE
Trulite Glass &Aluminum Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
NNED
A. DRAWINGS SCAY
1. Manufacturer's die drawings and sections. St, Lud ��
2. Drawing No AD11-20, Sheets 1 through 11 of 11, titled "Resistor 3000 Storefront
Wall - LMI",'dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed
by Yiping Wang, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of series 3000/L-3000
aluminum window wall system,, prepared by Aluminum Window Wall System,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5893, dated
04/02/09, signed and sealed by Michael R. Wenzel, P.E.
(Submitted underpreviousNOA# 09-1110.03)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of Series 3000/L-3000
aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-5416, dated 11/15/07, signed and sealed by Michael Wenzel,
P.E.
(Submitted under previous NOA# 09-0122.06)
3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984 and CPSC 16 CFR
1201 of series 3000/L-3000 aluminum window wall System, prepared by Fenestration
Testing Laboratory, Inc., Test Report No. FTL-5421, dated 10/18/07, signed and
sealed by Michael Wenzel, P.E.
(Submitted under previous NOA# 09-0122.06)
4. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum storefront
system, prepared & issued by Fenestration Testing Laboratory, Test Report No.
FTL-3398, dated 12/10/03, signed &•sealed by Edmundo J. Largaespada, P.E.
(Submitted under previous NOA# 03-1211.08)
Manuel P z, P.E.
Product Control xa iner
NOA No.1 - 17.03
Expiration Date: March 18, 2014
Approval Date: February 89, 2012
E-1
MIAMI•DADEi MIAMI-DADE COUNTY
M��- PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS,(PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE,OF ACCEPTANCE (NOA) www.miamidade.eov/oera/
Trulite Glass & Aluminum Solutions, LLC
800 Fairway Drive, Suite 200
Deerfield Beach, FL 33441
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 PERA -
Product Control Section to 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. PERA
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 Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "3000 Resistor" Aluminum Storefront/Window Wall System — L.M.I.
APPROVAL DOCUMENT: Drawing No. ADII-20, titled "Resistor 3000 Storefront Wall - LMP', sheets
1 through 11 of 11, dated 09/22/11, prepared by MCY Engineering, Inc., signed and 'scaled by Yiping Wang,
P.E.; bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and 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,
model/series, and following statement: "Miami -Dade County Product Control Approved", 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 H 09-1110.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 11-1117.03
Expiration Date: March 18, 2014
Approval Date: February 09, 2012
Page 1
Trulite Glass & Aluminum Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum Window Wall
system, prepared & issued by Fenestration Testing Laboratory, Test Report No.
FTL-3363 dated 04/24/03, signed and sealed by Edmundo J. Largaespada, P.E.
(Submitted under previous NOA# 03-1211.08)
6. Test reports on: 1) Large Missile Impact Test PA 201-94
2) Cyclic Loading Test, per SFBC PA 203-94
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc. Test Reports No.
FTL-3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo, P.E.
(Submitted underpreviousNOA# 03-1211.08)
7. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94 -
4) Large Missile Impact Test per SFBC, PA 201-94
5) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E.
(Submitted under previous NOA# 03-1211.08)
S. Test reports on:' 1) Air Infiltration Test, per SFBC, PA 202-94
2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94
3) Water Resistance Test, per SFBC, PA 202-94,
along with marked -up drawings and installation diagram of an aluminum window wall
system, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-2221, dated Dec. 9, 1998, signed and sealed by Gilbert Diamond, P.E.
(Submitted under previous NOA# 03-1211.08)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and 2010, dated 09/04/09, updated on 11/14/1 I, prepared by MCY Engineering, Inc.,
signed and sealed by Yiping Wang, P.E.
2. Glazing complies with ASTM E1300-04
Manuel Qo;
Product Control ENQANo.11
Expiration Date: March 18, 2014
Approval Date: February 09, 2012
E-2
Trulite Glass & Aluminum Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. I1-0325.05 " issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16
3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc, for their "Saflex HP
Glass Interlayer" dated 04/17/08, expiring on 04/14/13.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, dated
11/14/11, signed and seated by Yiping Wang, P.E.
2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping
Wang, P.E.
3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass,
LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC,
issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO,
Vice President, Treasurer & Secretary.
4. Certificate of Authentication of name change to Trulite Glass & Aluminum
Solutions, LLC issued by the Secretary of State of the State of Delaware, dated
07/27/11, signed by Jeffrey W. Bullock, Secretary of State.
5. Florida Dept of State,4isting of Trulite Glass & Aluminum Solutions, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.
G. OTHERS
1. Notice of Acceptance No. 09-1110.03, issued to Arch Aluminum & Glass Company,
Inc. for their Series "Impactwall 3000/L-3000" Aluminum Window Wall System —
L.M.I., approved on 03/31/10 and expiring on 03/18/14.
Manuel Pere , P. .
roduct Control Examin
NOA No. 11-1117.03
Expiration Date: March 18, 2014
Approval Date: February 09, 2012
E-3
c—)
i
Q-o D
x. v L '
)IRNERS ``�
ABORC
UNB
IMPACT WALL 3000IL-3000 ALUMINUM WINDOW WALL SYSTEM
INSIDE OR OUTSIDE GLAZED
WINDOW WALL SYSTEM IS RATED FOR IARCE d SMALL MISSILE IMPACT.
SHUTTERS ME NOT REOUIRED,
THIS SYSTEM MAY BE USED IN COWUNCTION WITH MIAMI WE
COUNTY APPROVED ENTRANCE DOORS.
CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED.
HIc I'KWUGI IW ULEH VL510NLU AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 20W/2010 EDITION
INCLUDING HIGH VELOCITY HURRICANE ZONE (HNOZ).
WOOD BUCKS By OTHERS. MUST BE ANCHORED PROPERLY TO TRMISFER
LOADS TO THE STRUCTURE
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERK SMALL K BEYOND WILL DRESSEVG OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MUAL SCREWS. THAT COME INTO
CONTACT WITH OTHER DISSIMIWR MATERIALS SHALL MEET THE REQUIREMENTS
OF 2007/2010 FLOMDA BLOG CODE SECTION 2001 2II1d3.3 d 2320.
Tr--
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INSTRUCTIONS'
D L. OK.
SEE SHEET 3
D
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AT MAX.
AT CORNERS
CMORS ME A B OR 0
2.30R4ATEACH&BCCFRULL
SFL 9Y£IS 6 d 0
ANCHORS TTE A B OR C
L]OR AAT.4W9
SEE SHEET R
USE CIUNIS AS Mum.
STEP 1 DETERMINE DESIGN WWD LOAD REDUIREMEM LASED
ON WIND YFLOCNY. BURG HEIGHT. WIND ZONE '
USING MPUCABLE ASOE T STANDARD.
.STEP 2 SEE CNIHIS ON SHEET 3 FOR DESIGN LWD
CNACRY OF DESNED OIASS SITE
STEP 3 CHECK YUWON WADI FOR A CNDE SPACNIG AND
HEIGHT USING CHARTS ON SMEF A THOU T
THE CAPADRY SNDIAO FX 0 THE DESIGN LWD. '
STEP 6 USING OHM.ON SHEET 0 SELECT ANCROR OPMN
WITH OEEGN WING MORE THAN DESIGN IDM SPECIFIED
IN STEP I ABOVE.
STEPS ME VALUE FROM SEPS z. ]
AND SHULPDENMESYSEPRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
-A,Trulite
CIA59.ALU10NW BpWIgM-
MplAwm.DMOo.mN
000 FAIRWAY DRIVE. S09200
DEERFIELD BEACH. FL S]<CI
Resistor
3000
STOREFRONT WALL-LMI
*Resistor
GLAZING CONSULTANT
Q%IOSWSUNSETURNE
MIAMI.FLU99
STAMP:
I�T�1OF11IOF11I
wAI: MI1-zD
D.L.O. D.LO. 1/4' HEAT STRCN'D GIhSS
MTH M I I 1/1' MAT STREN'D GLASS
'ON' IHTERLAYER 100 INIERIAYER
SAKE% RIG BY 'SOLVM' SVLU HP PNB BY 'SOLUTW
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Si r 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GI
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GLAZING OPTIONS
s ' i 9/I6 O U U4.TED GLASS
J J �
1-0 MOTH
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o y D
o�
D.LO. WMTH D.LO. MOTH
di
ALLOWABLE LOADS FOR ALTERNATE SHMES AS SHOWN ABOVE OR SIURAR CAN BE
VERIDED IN MWRBNG RCU$tE MNDOW SHAPE WHO MUME OR RECTANGLE M
SHONN IN DOTTED LINES AND OETANING AL2OWMLE LOADS FROM THOSE SHINES.
SINGLE UTES My BE MSTALLED VERTMALLY AS SHOWN MOVE OR HOROONTALLY.
FOR ALTERNATE SHAPES LIMIT MAX LOADS TO 290.0 PSF
SEE SHEET 3 FOR D.L.O. WDT116 AND HEIGHTS.
USE ANCIIOR TYPES & B ON C AT a MM FRAME ENDS AND 12' O.C. UAR. SPACING.
[ICON
ESFAWROPTIONS:D. CORNING) GEULTRMIAZE SSOA000) TRENCO PROGWE SSG
HEAT STREN'0 Ours
_.090' IMERIAYER
SENTRYGIAS PLUS BY 'OUPONT'
ITd/A' HEAT STRER'D GLASS
TYPES
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WOOD BUCKS AND NET& STRUCTURES NOT BY TRL .
MUST SUSTNN LOADS MPOSTD DY GATING SYSTEM AND
TRANSf ER THEM TO THE BUILDING STRUCTURE.
TYPICALANCHORS:
SEE R BATONS FOR SPACING
TYPE 'A' 1/4' DIA ULlRACON BYCO' (Fo 177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR MOD STRUCTURES
1_3/8" MIN. PENETRATION INTO WOOD IWO OONC.
THRU WOOD BUCKS INTO CONC. OR MASONRY
1-1/4- MIN. EMBED INTO CONC.
TiPF 'R' 1/4' DIA TRe ON BY 'aCO' (FM 177 KSI. Fy=155 KSI)
DIRECTLY INTO CONCRETE OR MASONRY
1-5/8- MIN. EMBED INTO CONCRETE OR MASONRY.
TELLING SCREWS (GRADE 2 CRS)
INTO MAAMI-DADE COUNTY APPROVED MULLIONS
(1/8- THK. MIN.) IWO METAL STRUCTURE.
STEEL : 12 GA MIN. (Fy 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (W53-T5 MIN.)
(STEEL IN CONTACT WM ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY 2-1/2- MN.
NM MOO STRUCTURE . I- UN.
NTO METAL STRUCTURE - 3/4- MIN.
CONCRETE TO - 3000 PSI MW.
C-9D HOLLOW/FLLED BLOCK I'm - 2000 PSI MIN.
SEALANTS:
GLAZING BUD AT FRAME SILL SEALED TO CLASS MNZUCONE
G ING OPTIONS 6A, 6B OR SC.
FRAME CORNERS SEALED WRH DOW CORNING 999 OR EQUAL, COMPATIBLE.
THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED
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MCY ENGINEERING, INC. LI
C A DM CONSULTANT
DIIDGWSUNSETORNE
NMI, R33173
P:305-]11.011]
STAMP:
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3000
STOREFRONT WALL-LMI
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NCY ENGINEERING, INC. W
GLALMGCONSULTANT
9110 SW SUNSET DRNE
WAW. R 33123
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9 t STATE
DRANK: 3.L I DRAWING No:
DATE: 9-22-1' 10 OF 11
MW: A011-20
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Wa1.,,OW.21O161Y1.
MCY ENGINEERING, INC. U
G NGMNSULTANT
91ISSW SUNSET DWVE
M"I, M W173
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22-11 11 OF 11
M11-20