HomeMy WebLinkAboutNOASCANNED
BY
M®DADE St. Lucie County
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
rN
IT 11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECON bVk ES (RER) Mlami, Florida 33175-2474
BOARD AND CODE A➢MINISTRATIONDIMS, T(786)315-2590 F(786)315-2599
DjUTI EPTANCE AN 0 3 2019 www.miamidade.eov/economy
Gensteel Doors Inc.
ore treet ST. Lucie County, Pgfntl4Ftn9
Ville St. Laurent, Quebec, Canada 114T1K6
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 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 AAJ (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 Florida Building Code,
including the high Veloci Hurricane Zone.
DESCRIPTION(Series "GenStorm" Outswin Opaque Steel Doors
APPROVAL DOCIIAIENT: Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1
through 8 of S, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc., signed and
sealed 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 C Product Control Section.
MISSILE IMPACT RATIN Large Missile Impact Resistant
Limitations:
1. Be.- Design Pressures in sheet 1. See anchor options in sheet 2 and Hardware options in sheet 6. Max. Exterior
(positive) DP=+65, where water infiltration requirement is needed.
2. Options gland 6 require total two (2) surface bolts (top/bottom) on active panel of the single or double doors.
LABELS TG: Each unit shall bear one of the following permanent labels:
Genteel Doors Inc. Genteel Doors Inc. North American Doors Corp.
4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike
Ville St. Laurent, Quebec, Canada H4T1K6 Comwall, Ontario, Canada K6147M4 Plattsburgh, NY 12901-1911
and series and the statement: "Miami -Dade County Product Control Approved".
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.
TERbIINATION 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 #15-0825.04 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MAMPaWE COUNTY
FAMEM
'�61-ti\\\'i
l
NOA No.17-0803.01
Expiration Date: July 14, 2020
Approval Date: December 28, 2017
Page 1
Gensteel Doors Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under file listed below)
2. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LW', sheet 1 through 8 of
8, dated 02/05/11 and last revised on AUG 21, 2015, prepared by MCY Engineering, Inc., signed
and sealed by Yiping Wang, P.E.
B. TESTS (submitted under files #12-0223.34 /#10-1203.02=5-0127.11)
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94 (PMK 2005-AT)
Along with marked -up drawings and installation diagram of Genstonn Opaque Double Swinging
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 6346, dated
10/14/10, signed and sealed by Jorge A. Causo, P.E.
2. 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(PMK177T threshold)
4) Large Missile Impact Test per FBC, TAS 20I-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marked -up drawings and installation diagram of Genstorm Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877, dated 10/13/09 and FTL 5898, dated 09/14/09, both signed and sealed
by Julio E. Gonzalez, P.E. (transferred from file # 10-0125.01)
3. Additional Test reports per FBC TAS 201, 202 and 203-94, test report No. ITS-3058370-
DOUBLE, dated 12,109104 for Double Outswing Honeycomb Steel Door System, prepared by
Intertek Testing Services, signed and sealed by Stephen J. Emerman, P. E. (# 05-0127.11).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5h Edition),
prepared by MCY Engineering, Inc, dated 08/21/15, signed and sealed by Yiping Wang, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Tensile Test, per ASTM A370-05 item B (1) (7)
2. Tensile test report NO. FTL 5877 per ASTM A370-05 dated 10/13/09, issued by Fenestration
Testing Lab, signed and sealed by Julio Gonzales, P.E. (submitted under file # 10-1203.02).
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51 Edition), dated 08/20/I5, prepared by MCY
Engineering, Inc, signed and sealed by Yiping Wang, P.E.
2. Statement letter of Lab. Compliance, as a part of above test reports.
Ist�a� \ • U.\--
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No.17-0803.01
Expiration Date: July 14, 2020
Approval Date: December 28, 2017
E-]
Gensteel Doors Inc_
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHER
1. This NOA revises & renews # 12-0223.35, expired on 07/14/15.
2. Test proposal No. 08-1489, issued to Genteel Door Inc, approved on 11/14/08.
3. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y.
dated 10/22/10, signed by Bruno Gervasi and Antonio Gervasi, respectively.
1. New Evidence submitted.
A. DRAWINGS
1. Drawing No. AD10-01, titled "Genstorm Outswing Steel Door System - LMP', sheet 1 through
8 of 8, dated 02/05/11 and last revised on NOV 15, 2017, prepared by MCY Engineering, Inc.,
signed and sealed by Yiping Wang, P.E.
B. Test
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(PMK177T threshold)
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 and TAS 202-94
7) Tensile test per FBC, TAS 202
Along with marke&up drawings and installation diagram of Genstorm Opaque, Glazed and
Louvered Single and Double Swinging Doors, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL 5877 dated 12/08/09 signed and sealed by Julio E. Gonzalez, P.E. and FTL
7224 dated 02/12/14, signed and sealed by Marlin Brinson, P.E.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None
F. STATEMENTS " �-�^
1. Statement letter of conformance t FBC 2014 (50` Edition) & FBC 2017 (6" Edition) dated
05/16/17, prepared by MCY Engined i , c., signed and se e y ipmg ang, . .
G. OTHER
1. This NOA revises NOA # 15-0825.04, expiring 07/14/20.
2. Test Proposal 417-0053 dated FEB 03, 2017 approved by RER
Ishaq 1. Cb—r enda, P.E.
Product Control Examiner
NOA No. 17-0803.01
Expiration Date: July 14, 2020
Approval Date: December 28, 2017
E-2
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DESIGN LOAD
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PROPERLYTOTRANSFERLOADSTOTHESTRUCTURE
-DOORSAPPROVED FOR INSTALLATIONS NMEHEWATER INFILTRATION RESISTANCE .
IS NOTREQUIRED.(SINGLE ROWSELF ADHESIVE CLOSED SELLFOAM TAPETO -ALOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED
BEAPPLIEDENTREPERIMETEROFFDAME). I -I CHONOFON�E,LJ�EQP�D
-ANCHORS SHALL BE AS LISTED. SPACED AS SHORAN ON OETNLS, DOORPANELMIN20GAIO.W9') STEELMIN.FY-55 MI MIN.
ANCHORS EMBEGMENTTO BASE MATERIAL SHALL BE BEYONO WALL DRESSING FYGO K5I RAIN OPTIONAL EMBOSSED DOOR LEAF PATTERNS: p
OR STUCCO. DOOR FRA MIN. 19 W(O.OKBT STEEL MIN FP Rd KSI MIN, IqUv 10 lint
F O Ksl Mlx.
-ANCHOWNGORLOADINOWNDRIONSNOTSHONNINTHESEDETNLS
ARE NOT PART OF THIS APPROVAL.-WORPANELSTNNLESSOP O.00B-)STNNLESB STEEL
DDORPANELMEETINOMIN.FYu65KSLFu-S3KSI MIN. OR BETTER YINING WANE, P.E.
- MATERMISINCLUDINO BUT NOTLIMREDTO STEEUMETAL SCREWS THAT COME NAYOI IFYHAMNO•MILCEHTIFICATO1, ERIMGTRONOF ucwoyfN NMFRHK FLORIDA REGISTRATION
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INTOCONTACTNITH OTXEF DISSIWL/.R IUTFANLS SHALL MEETTHE TIE AVNIABIE NIN.TELO STPENGTi. AFe�luOTNE 17-0a03'�] CAN. 286]2
REQUIREMENTSOFTNECTM EDITION FLONDA BUILDING CODE(2917)SECTION AS �ILN6Y Oh� (
_ APPLICABLE -DODRF ESTNNLFSSOPTON:tn W(OA l] AMLESSSTEEL ••em�uu
OOORFTUMEMEETNG RAIN Fy6B NSI. FIr•s]K51 MIN.00. BETTER �(�.. '.L�•yy
-METALSTRUCTIRESNOTSYGENSTEE.DDORCO. MUSTSUPPORTLOADS WYOUALIFYHANNGTALGERTFICA MAY RGATDNOF PlOivl'wrEl.
IMPOSEDBYWORSYSTEMMDTRANSFERTEMTOTHEBUIWNGSTRUCNREE. THEAVNIABLE MIN. TELD STRENGTH.
NOTES,
EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL.
MIAMI DADE COUNTY
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TYPICAL ANCHORS 0 THRESHOLD:
TYPE F.1 1/4" OR EMS" DIA. ULTRACONS BY'ELCO' FY= 155 KSI Fu
DIRECTLY INTO fc'=3000 PSI MIN. CONCRETE
1.1/2" MIN. EMBED
242" MIN. EDGE DISTANCE
TYPE F.2 1/4" TAPCON BY ITW FY=90 KSI Fu = 120 KSI
DIRECTLY INTO fG'=3000 PSI MIN. CONCRETE
1-12" MIN. EMBED
2-112" MIN. EDGE DISTANCE
SEALANT:
ALL FRAME JOINTS AND CORNERS TO BE SEALED
WITH SILICONE AT PERIMETER
ALL SCREWS SEALED WITH GE SILICONE It
ANCHOR 90 JAMB BOTTOM CORNER: ANCHOR 0 REMOVABLE MULLION BOTTOM: ANCHOR (ol REMOVABLE MULLION T
3/18" DIA. ULTRACONS BY'ELCO' FY=155 KSI Fu=177 KSI TYPE F.3 3/8" DIA. SLEEVE ANCHOR BY'WEJ-IT' TYPE EA 1/4" SMS ORS14 EMS (MIN. GRADE 2
DIRECTLY INTO fc'-300D PSI MIN. CONCRETE
DIRECTLY INTO fc=3000 PSI MIN. CONCRETE
CRS) OR ST/ST
1-M' MIN. EMBED, 2-1/2" O.C.
1-112" MIN. EMBED, i-W O.C.
DIRECTLY INTO fc'=3000 PSI MIN.
2-la"MIN. EDGE DISTANCE
2.112" MIN. EDGE DISTANCE
CONCRETE
1-12" MIN. EMBED, 2 1/2" O.C.
2-12" MIN. EDGE DISTANCE
NOV 16 2017
TIRING WAN, P,E.
FLORIDA REGISTRATION,
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TYPE D. WDR POWER BOLT BY'POWERS'
TYPEAI DIRECTLY INTO 2BYWOOD BUCK
DIRECTLY INTO fd=30D0 PSI CONCRETE
TYPE AY DIRECTLY INTO t0'e3DOO PSI CONCRETE
2.I2°MIN. EMBED
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TYPE E. 5116" DIA SMS OR MACHINE BOLTS (MIN. GRADE 2 CRS) OR STIST
INTO METAL STRUCTURES (STEEL OR ALUMINUM 118" MIN. THICK)
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TYPE B.1 DIRECTLY INTO W*D00 PSI CONCRETE. T MIN. EDGE DIST.
618' MIN. EDGE DISTANCE
TYPE B.2 DIRECTLY INTOJW=200D PSI CONCRETE BLOCK, SAX MIN. EDGE DIST.
STEEL: Fy= 36 KSI MIN.
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TYPE G. WIRE ANCHOR IFY =60 KSI) MX IWL01
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SHIM SPACE'' HINGE JAMB MEETING STILE DETAIL
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ANDSURFACE OM. m
BOLT. TO BE FASTENED WITH (2)10ct-1@"TEALS SCREW •(2)14x1 MAH(4)10.1414'IR FLUSH BOLTAT TOP AND BOTTOM. ^O"
1-1/4' MS VAIN (Q ID x 1-1/4' FH SMS
INACTIVE LEAF: INACTIVE LEAF: DOOR. EDGE CONSTRUCTION
VON DUPRIN982/EO SURFACEVERTCAL ROD WITH =9 STRIM 'PRECISION HUND CONCEAfEDVERTCALROD.SURFACE
USING SIX#9#5mm(1.1 MACHINESCREWSAND TIM) 014#5MM MOUNT TWO POINT LOCKSYSTEMMM'PRECISIOW PANIC
(f9 MACHINE SCREWS SEALED WITH DEVICE LOCATED 4T FROM BOTTOM WITH (4)1&24 x 1-1/4-
'GESILICONE IP OHMS
9VEW SM53 SURFACE MOUNT MANUALLY OPERATED SURFACE DOUBLE DOOR �m
BOLT TO BE FASTENED WITH (4)12 x 1-11-FH MS
PENKO9375CROVERIAPPINGASTRAGAL OPTION HINGES: STEEL MORTISE HINGES4PER LEAF. NF
ACTIVE LEAF: LOCATED AT 9{' MAX. FROM TOP OF DOOR TO em
'PRECISION' HC2800 CONCEALED VERTICAL ROD. SURFACE CENTER LINE OF IST. HINGE AND TO BE SPACED U na;
OPTION2 MOUNT TWO POINT LOCK SVS EMW H'PRECIS ON PANG OUT NOT TO EXCEED 37-15/16'FROM CLTO CLOT ZF
DEVICE WDV(4)1424x 1-1/-. LOCATED 39-1l FROM BOTTOM HINGE. TO BE FASTENED BY 012-24 x}"FLATHEAD IS
•* INACTIVE LEAF: MACHINE SCREWS. Z � a
AOTDUPRIT' 9575 MORTISE EXIT WITH (2) 032 x 3I3' FH MR. 'PRECIS OW HC2200 SURFACEVERTCAL ROD, SURFACE MOUNT I a
\ LOCATED 30d14"FROM BOTTOM TWO POINT LOCKSYSTEM WITH'PRECISION' PANICDEVICEWTH r
(4)tOQ4x 1-11I' OH MS. LOCATED 39.12 FROM BOTTOM SINGLE DOOR 20 y
INACTIVE LEAF: (2)SUWF EMOUNTMETALLICSTRIKEPL MATHEADTO HINGES: STEEL MORTISE HINGES 4 PER LEAF. rr�4
9N SDa53 SURFACE MOUM MANUN LY OPERATED BE FASTENED WITH (2)11F20 FH MS LOCATED AT 118/4' MAX. FROM TOP OF DOOR TO yi a 2
O BE SPAC
PEMK0075CR OVERLAPPING ASTRAGu)12x1-1/4'FH MR OUT NOTCENTER LTO EXCEED 2&51W MAX. AND INE OF IST. HINGE- AND FROM CL TO CL
OPTION 7 OF HINGE. TO BE FASTENEIN(D BY#12-24 X
ACTIVE LEAF: FLATHEAD MACHINE SCREWS. f o�
'PRECISION' HC2200 SURFACEVERTICALROD.
(4)1&24 x 1-IW ON MS. LOCATED 3"4' FROM BOTTOM m5
OPTION 3 INACTIVE LEAF: OPTION
'IVES SB453 SURFACE MOUNT MANUALLY OPERATED FLUSH ACTIVE LEAF:
ACTIVE LEAF: E
'ANDLENP8200RFACE SURFACE MOUNMETALUCELOCKWITHOLT. BOLT.TOBEFASTENED WTRV (q 12x 1-1N'FN MS FROM
MORMOTTO0 WITH
EMOUM'PHMETALLIC ND(2) N X&WPH
HANDLE WITN SURFACE MOUNT METALLIC DEAOBOLT. FROMBOTTOMWTRi(2)iBde%YB'PH MS AND (zJ tB %3I8'FH WF m
\ LOCATED 38' FROM BOTTOM WITH (2)&32 x(' FH MS MULTTHRESOSURA �9.
OPTION 8 OORMA'OB680 SURFACE MOUNT METALLICDM:(BOID4245 y
INACTIVE LEAF: \ WFROM BOTTOM WITH(2)1/4'-20%1 SIB"FM MS: R)AID32%2 ®01'
83H'LONG 18 GA STRIKE BOX TO BE FASTENED BY (2)t1L24 ACTIVE LEAF: 316'PH MS AND (2)BBXNil' FH MULTI THREAD SCREW131
SCREWS 'VON DUPRIM 9847 CONCEALED VERTICAL. ROD WITH PANIC INACTIVE LEAF: O ra
'NEW SN53 SURFACEMOUNT MANUALLY OPERATED SURFACE DEVICE WTH(2)&32x3M' PH MS. LOCATED 33YV FROM 'NEW F3458 RUSH MOUNT METALLIC FLUSH BOLTS AT IY O a.
BOLTATTOPANDBOTTOM. WnH(4)1*20x1318'FHMS BOTTOM AND 71-MGM BOTTOM W/(4) 48 X 310' FH MULTITHREAD OL
INACTIVE LEAF: SCREW
SURFACEMOUMMUT LICSTRIKEPLATEATFFMMEHEAO ONE RUSH MOUM)#IDX V STRIKEAND ONE FLUSH
FLU39 SH YI
TOBEFASTENEDWITH(2)WOx1-Ilr FHSMS OUNITPRECI10O HC2800OCKCONSYSTEMWTTCALROSION'PAIC MOUNTFROM MTTALUC )IKEPL'TE SMBANDO OMB OH NL
MOUNT TWO POINT4)1L4 x OCATED 9RIW ION'PANIC MOUNT METALLIC MIKE PLATE SAT 45 CREW.. FT20N BOTTOM i ,n
BDEVICE OTTOM H(a)10.24x I.W.1-1M'. LOCATED 39-1I2'FROM MJ112)re %3/B'FH MULTI TI1RFA0 SCREW. 3
OPTION 4(RIMEXffW,THMULLION) OPTION 9 ° w yf
ll
ACTIVE LEAF: ACTIVE LEAF: ExNM�.O.k O N
PRECISION-HC2f00 RIM E]3T PANIC MECHANISM SURFACE TORMA' CL700 SURFACE MOUNT METALLIC HANDLE AT 391R'FROM
MOUNTLOCATED413/4'FROMBOTTOMNITHBY(4)1b20x BOTTOMW (2)"BX3)8'PHMSAND(2)/AX3/8'FHMUL7ITHREAD
1-1/4-OHM SCREW. TF•1 y �9n1 ` P 115 2017
'DORMA DB660 SURFACE MOUNT METALLIC DEAD BOLTAT451W FROM
MUWON BOTTOMWDI141'QOXIVB'FHMS:(2)01MZX2X8'MMSMD(2)#BX YIPING WAND. P.E
INACTIVELEAF: 318'FHMULTITHREADSCREW. FLORIDA REGISIRRTION
'PRECISJUITHC2100 RIM EXITPANICDEVICE SURFACE INACTIVE LEAF; ➢E,155983
MOUNT LOCATED 4I4M' FROM BOTTOM WITH BY(4)1/4-2Dx ONEFLUSHMOUMMEFALLICSIRIKEPLATEAT391Q'FROMBOTTOM Wf C.A'M-2B877 ,.}
1' FH MR (2)#IO X 1' FH SMS AND ONE FLUSH MOUNT METALLIC STRIKE PLATE AT45 xL.
1l FROM BOTTOM W(2)98 X3W FH MULTI THREAD SCREW.
REINFORCED MULLIONt
_ BEFATENEDWlH(4)MOUMrFHMSLV OPERATED SURFACE BOLTTO
HC822 PRECISION HARDWARE REMOVABLE WITH (p }' 20x} BE FASTENED WTH ({)12x 1-iN'M M3
EMBEDDIx1'3MSATTOPRETEA'SLEEVEANCHOR1 EMBEDDED fU,'INIO CONCRETE AT BOTTOM. , /�'(i.�. C..'T.,L .. ADIO—01
MW31 WE COUNT!`` S1�S 8 OF 8
C
\I 6�
NPMW
DUST BOX
18 GA DOOR FRAME JAMB AND HEAD
3°ie" ,
12,
q��7T/e 1T/e� _L
a•
THRESHOLD
Y s/6 Sn 31s/"
THRESHOLD
19 5"
OPTIONAL THRESHOLD
0.1T3-
PMTNa. MIWDLDR10W11.ry )
CLOSER BOX
REINFORCEMENT
131. f SLOT
]WFORCCM TMR
PEINfORCEMENFACE
IVE645]SIAiFPCE
HR10b 11
10 GA HINGE REINFORCEMENT
`l
I
i + I
:Eu'cw0°
i
v-rG1vP eC¢ W 1
re¢ r I #
PMTNe. Dfl10100° W
MORTISE BOX fR1b0 tt°�'I
REINFORCEMENT FRAME REINFORCEMENT
4 M"
O i O . ,°wnID:OOP
o e
0 G a V
SURFACE BOLT STRIKE (OPTION A)
cT'
8
IeMEMA \ � �tt
3
aBg53 MpRT6E9TIUKE
SURFACE BOLT STRIKE (OPTION S)
15
FILN acflEws
FP11WM T B�' FR11W
F.I.
EMA STEEL ANCHOR STRIKE DUST BOX ASA STRIKE BOX REINFORCEMENT
2'
qye
IDGi 60NFALF 1 10 MORTISE
90LTNOHII6E6TPIKE LOCK EDGE ° 1
flNNF01tCEMEM T RpNfWCEMENi ° m
�r�ofl 11d
/10.N aLPEW 1 LE DPoLLM
1; OI9 TMPEO FOR M22
p DRUM oRi7m FIE-ZISCREW PRECISION STEEL
MULLION
SURFACE INFORCBOLT STRIKE MORTISE LOCK REINFORCEMET 24 119 9
REINFORCEMENT REINFORCEMENT
0
i VINYL CAP
\3�\0
3' • 9
YIPING R.5 PFi)
M10011CT0EVIwD FLO0.1pP flEGISTRATIQN
44P,20)
�
1
� naz° Ns
FAbID HPER LFPFI
FAIND
MASONRY WIRE ANCHOR Fv •sD wa .134"THICK STEEL HINGE
FLOOR ANCHOR
12 GA. REINFORCEMENT PLATE
a
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CORNER FRAME CONSTRUCTION
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BILL OF MATERIALS
ITEM
PART No,
MATERIAL
QTY,
DESCRIPTION
MANUFACTURER/SUPPLIER/ REMARKS
1
-
STEEL OR ST/ST
AS REOD.
FRAME HEAD/JAMB CS-}' x 2')
18 GA. (0.04HNIN.) Fu= 48KSI MIN.
2
PMK2051
ALUM.
1
THRESHOLD
PEMKD WITH VINYL INSERT
3
STEEL DR ST/ST
AS REOD.
DOOR PANEL
20 GA. (0.036MIN> Fu= 55 KSI MIN.
4
➢R1010
STEEL
AS REDO.
MORTISE BOX REINFORCEMENT
GENSTEEL
5
P 387
-
AS REOD.
PEMKD 387 CLOSED CELL SPONGE WEATHERSTRIP
PEMKD
6
-
STEEL
AS REO➢.
24' x 4' 12 GA. STEEL REINFORCEMENT
GENSTEEL
R N HARDWARE
8
FA30BI
—ALUM
STEEL
AS REOD.
EMA ANCHGR
GENSTEEL
9
SB453
AS REOD.
�' SURFACE BOLT
1VES SB453
10
FR1200
STEEL
AS REOD.
1-J' x 12' 16 GA. FRAME REINFORCEMENT
GENSTEEL
II
FA1040
STEEL
2
FLOOR ANCHOR 18 GA. (1-}• x 1-}• x 4-}' LG)
GENSTEEL
12
HR2000
STEEL
4 PER LEAF
HINGE DUSTHD%
GENSTEEL
13
HR1O30
STEEL (10 GA.)
4 PER LEAF
HINGE REINFORCEMENT NEEDED TO FRAME OR DOOR
GENSTEEL
14
DR1700
STEEL
AS REOD.
MORTISE LOCK EDGE REINFORCEMENT NEEDED
GENSTEEL
15
FRII00
STEEL
AS REOD.
ASA STRIKE HDX REINFORCEMENT
GENSTEEL
16
179-454
STEEL
4 PER LEAF
DOREX, HAGER k179-454-I5 HINGE
STANLEY
17
FA3030
STEEL
AS RERD.
MASONRY WIRE ANCHOR
0.173 DIA, F =60 ksl
18
STEEL
AS REOD,
20GA. OUS780X
GENSTEEL
19
PMK2005AT
ALUM.
1
THRESHOLD OPTION
PEMKD
20
2100
ALUM.
I PER LEAF
DOOR SVEEP'
UNIQUE
21
AS1080
STEEL
1
IOGA. 2' FLAT ASTRAGAL V/ N12-14 x 7/8• SCREVS @ 12' O.C.
GENSTEEL
22
375CR
ALUM.
1
ASTRAGAL WITH SPONGE NEOPRENE V/ 46 x1' TEK SCREWS @ 6' O.C.
PEMKD 375CR
23
PNK17 ]A
ALUM.
1
THRESHOLD
PEMKD
24
VINYL.
1
VINYL CAP
25
FRIIOOM
STEEL
AS REOD,
STRIKE DUST BOX
GENSTEEL
26
DR1700M
STEEL
AS REOD,
SURFACE BOLT STRIKE REINFORCEMENT
GENSTEEL
27
➢C3000 6 DR1000
STEEL
AS REOD.
CLOSER BOX REINFORCEMENT
GENSTEEL
2H
CH3601
STEEL
2
DOOR ENO CHANNEL
GENSTEEL
29
-
STEEL
AS RE00.
2' x 4 1/2' 10 GR. REINFORCEMENT
GENSTEEL
30
-
STEEL
AS REDO.
2• x 6 3/4. 10 GA, REINFORCEMENT
GENSTEEL
31
HONEYCOMB
AS REOD.
INSIDE OF ODOR PANEL
GENSTEEL
John M. Foster - Architect
Member - American Institute of Architects - LEED AP December 3, 2018
11205 Ridge Ave.
Fort Pierce, Florida 34982
Florida Reg. No. 8511
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Sedona Multi -family project - Building 16
3214 — 3224 Morningdew Lane
Permit # 1805-0331
Revision to Florida Product Approvals:
RECEIVED
JAN 0 3 2019
ST. Lucie County, Permitting
Horizontal rolling windows - Custom Window Systems, Inc.; FL# 17355.1 - #HS-620
vinyl frame, non -impact rated, insulated windows may be substituted for the PGT
window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC
= 0.19, infiltration < 0.3, Design Pressure = + 50 (-)75 psf.
Entry door - Gensteel Doors, Inc - NOA 17-0803.01 "Genstorm" 16 gage impact rated,
insulated G-90 galvanized steel door & frame. Hardware & certification tag for UL 90
minute fire rating.
Roof Insulation clarification: Per the submitted Florida Energy Code and "Manual X A/C
Load calculations, roof insulation shall be R-30 blown -in fiberglass.
If there are any questions regarding these revisions, please contact me as listed above.