HomeMy WebLinkAboutNotice of Product Certification; Glazed Inswing or Outswing DoorNOTICE OF PRODUCT CERTIFICATION
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Company: Masonite International Corporation Certification No.: N1013747.03-R1
20 w y
"_ 1955 Powis Road Certification Date: 06/08/2017
m $
;. West Chicago, iL 60185 Expiration Date: 06130/2021
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Revision Date: 04/13/2018
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�21Product: Wood -Edge Steel 3/4-Lite or Less Glazed inswing or Outswing Door w/Full-Lite or Less Non -impact
Rated Sidelites (w/Wood Frame unless noted)
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Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating Glass (Tempered)
The "Notice of Product Certification" is only valid if the NAMI Certification label has been applied to the product as described ssfdlin this document. The certification label represents product conformity to the
applicable specification and
that all certification criteria has been satisfied. This product has been approved for listing within n'A.NII's Certified Product Listing at www.Namicerlilicati(nt.com. i\AMI's C'erdfieation
Program is accredited by The
American National Standards Institute (ANSI).
Inswing
Glazed
Structural
Water
T Test Report Number
Configuration
or
or
Maximum
Design
Test
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Comments
X
I-S
Glazed
3'0'• x 6'8"
+501-50
0 Psf
\CTL-110-19469-1
Single
3'4-Lite Max
laximum Panel Size: 31)" x 6'S"
Anchor Details-DW&NIA-FL0214.17
O`S
Glazed
3'0" ti 6'S"
+50t•50
1.0 rX,
r:CTL-t 10.104619-W4857
Single
3.A-Lite Max
4•k psf '
Maximum Panel Size: 3'0" s 6'8"
7.56 sf �: `
Anchor Derails-D14G- -1A-FL(j214-17
X
1r5
Glazed
3'0"x WS"
+50t-50
opsf
NCTL210:1461-i:WIS57
Single
Ventlhe
Maximum Panel Size: 3'0".x 6'8"
Anchor Details-DWG-NIA-171-0214407
Y
O-S
Glazed
)'0" x 6'8"
+5W-50
0 psf
NCTL-210-3461-W-IS57
Single
Ventlite
Maximum Panel Size: 3'U" x GF"
Anchor Dei dls-DWG-MA-FL0214.07
X:X
I :S
Glazed
6'0" x 6'8"
+50.'-50
0 Psf
NCTL-I IU-1946y-1
Double
3?4-1_ire Max
)vlaxtnnun Panel Size: 3'0" x 6'8"
Anchur Delink-DWG-MtA-FL0214-17
XX
OuS
Glazed
6'0" x 6'8"
+50s-50
3.0 psf'
1CTL-t 10-19469.1
Double
3 44.ite Mlnx
4.5 psf
Mlaxinuun Panel Size: ?'0" x o'S"
7.50 >sf
Anchur Detain-D\ G-MA-FL0214-17
XO?OX
L-S
Glazed
GO"x W8"
+50`-50
UPst
\c'rL-110-19:469.1
Single ,%`Sidelitr
3A-Lite Max Door
\Llximuni Panel Sizei.3'0" x 6'8" tSidelite.3-0" x 6't."
Full -Lice Max S?L
Anchur Dctait+-DWG-.MA-FLn214-17
XOtOX
C)'fi
Glazed
6'0" x WS"
+5l)?-50
3.0 psf i
\CTL410-1940•1
Single tv- Sidelite
a`4-Lite Max Door
4.5 psf •
Maxinunn Panel Size„ '0" x WNS rSidelite: 3'0" x 6'8"
Full-Lite M9ax S'L
7,50 psf'
Anchur De1;n6-DWG-1dA-FL0214-17
OXO
t S
Glazed
9'0" c fi'R
+50 -50
0 P.,(
NCTL-110.19460.1
Single sc Sidelnes
34-Lice Max Door
Ma inuuu Panel Size: 3'0" x 6'8"'Sidel le; 311' x 6'.S"
Full•Lite Mlax S L
Anchur Det;,dls-D1L'G•k1A-FLU214-1 f
_
OXO
(T.'S
Glazed
1 0" x 6'8"
+50:-50
3.0 pst `
\CTL• 110.1`t4b9-1
Single se(Sidelius
3d4•Lite Max Door
4.3 psf'
\- ilxlml1111 Pallet Size: Yt7" x (; ti';Sidelite: 3'0" x i1'S"
Full-l_ite Max S.,L
7.51) Par
Anchor Der il:-DA'G-NIA-FL0214.17
OXXO
IDS
Glazed
I,z'4" x GS"
+50_51)
0 Psf
Nk-TL-110-1Q469-1
Double 1w Sideliics
3 4-Lice Max Door
Maximum Panel Size: 3'U" x 6'x*' Sidelite: 31)" x W a"
Full -Lilo S'L
Anchor Details-DWG-ytA-1"L0214-17
OXXO
ON
_Max
Glazed
12'4" x 61%1
+50'-50
3d1 pst `
NCTL-l1U-10469.1
Double \wSidehtes
3A-Litz Max Door
4.5 psf'
Miaximum Panel Size: 3'U" x 6'8" ;Sidclitc:3'0" x Ga<"
Full-Lite Max 1's?L
1
1 7.50 pst'
Andwr Details-DWG-Nl.VFL0214.17
I-I)enotes6umper0alssein2Threshatd 2-Denoles7-SertesOuts%ingThreshold 3.Hlxbam0ut.wing"1'hroshnld4•Pru'14Threshuld$.HPUulsnin2rhreshuld
National Accreditation & Etilanagement Institute, Ine./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE: ��
Tom
314-LiTE WOOD -EDGE STEEL DOOR UNIT
6'-B" DOUBLE DOOR WITH/ WITHOUT SIDELITES
GENERAL NOrEt
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED W THE HIGH VELOCITY HURRICANE ZONE (HvHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION,
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEYELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
rccr nccrowenu
SELF IGNITION TEMP
ASTM D1929
842 'F> 650 F
RATE OF BURNING
ASYM 0835
T.2B IN MIN
1
SMOKE DENSITY
ASTM D2843
70,2X
TENSILE STRENGTH•
ASTM D838
t.8?L DIFF
CUMI+AKAIIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
I
DOUSLF OOQR UNIT W joFllrac
DOUB(,,E DOOR 0-1 Wz IDS _Fum
DESIGN PRESSURE
RATING
WHERE WATER INFILTRATION PERFORMANCE IS —�
REQUIRED TO BE 15% OF DESIGN PRESSURE
ONFtG
MAX WILT
INSVANG
OUTSWING
INSWING
BUMPER O S
I Z-9MIFS OAS
I HIGH DAM OAS
I T4 O S I HP
0. b= — 50. 5
+50, 1 —50.0
N A
+ 0.0 .0
+30.0 —30
+ — 0,.01450.0
—50.0 +50.0N
— 0XX
+ 0.0NH
4
0.0 — 0.0
450.
N A
+2 .0 —20.0
+30,0 —36.0
+ —500
.
N A
NNN
or XO
75
+5—500
.0
—OX
50.,0
A
+2 20.0
3—00
0 — O.D
.0
AAA
i T2.5
0
—.0
--2
+OXO 00
+30.—
4•
AAAA
OXX
14
5 tl
.,0
.
N.
4 A
N A
N A
N A N A
TABLE OF CONTENTS
DESCRIPTION
:AL- ELEVATIONS •¢c OF.hi£RAL
IORINI
ALE LOCATIONS & GENERAL
IORING LOCATIONS: & pETAI:
r
";e
KURT BALTHAZOR
FLORIDA P.E.
�°56533
scNE N,T.S.
arac, By.. SW5
CH7t. By. I
OF
14-1
3• -
SEE DETAIL
'C'
3' -
6'
I-.. SEE DETAIL
3.
.6-
IW I I
I �s• c•�
6, 6 �
T
I I��... I
3-
_
N
J
A
Lu
B
B
O
B
�
�
6•
6• 3•
6•
6•
3"
.: 3• 3'
3-
w
3-
El
a SEE
N D.
SEE DETAIL Y. #8 x 2"
#8 x 2" #10 x 5/8" •
#8 x 2" #10 x 5/8"
# 10 x 2-1/2" # 10 x 1" DETAIL 1" ASTRAGAL
❑ #10 x 1" ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN.
DETAIL "C"
DETAIL "D"
1
1.375•
0.96z'1
E=pzl-�
1.437•
T
T
T
INSWING THRESHOLD
BUMPER
O/S THRESHOLD
A
Of$ THRESHOLD
1
1
1
1.482'
1.75'
� 1.047'
1.437"
T
T
T
Z—SERIES 0/5 THRESHOLD
HIGH DAM
O / THRESHOLD
HPHP
OZS THRESHOLDTHRESHOLD
HOT MELT
EE DETAIL
6-
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
/6 X 1-1/2- PHS
5
ON�9
m "
AMR!
HOT MELT
/�1/2• SITE A—W dulokW
ELlSTO,.,,, '`
ti
� '^-.a 1 pl?0
Yys SG1E: N.T.S.
TYPICAL 0 NG DETAIL DVf- ff'+: SWS
NON —IMPACT GLAS4 CHX. BY.
L0214-17
oryi -
SEE DETAIL
SHT. 2
ATTACHMENT D
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOADS, PE
.(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2
WOOD SCREW EDGE DISTANCE MIN 3/4".
I 3'
�i
N
W V
i.�
a SEE DETAL
"D' SHT. 2
a�Zw I
� N
a G
3'
1M25
1 I o •, t.
- "
SHIM
CL --�
TYPICAL MASONRY
ANCHOR INSTALLATION
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LOS.
HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
1"x1/2" CORRUGATED #10x2" WOOD SCREW
3' ROM EACH END 6" FROM EACH END
AND 7' OC AND 12" OC
` AM 'C
CAULK
ACLATEJ(
CAULK — CL
1
s. COMBINATION WOOD COMBINATION WOOD
t 50" MULLION (BOXED) MULLION (BOXED)
MIN 0.25"
SHIM
CL
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
(3) 10x2—r/2"
WO D SCREWS
EACH END
fio.
INTEGRAL WOOD
MULLION (CHS)
Cal dmik., Aftdnt)Wa 0
owc m= SWS
r� cxx. er:
OF
la-t71
1 of 3
L. Roberto Lomas P.E.
1432Wood/oidRd Manufacturer,, Masonte
Lewiswiie NC:roe? Report9. 514008
434-688.0609 Date: 0510112017
r1lomas0irlomasoe com
Test Report: N/A
Product., Double Door with and without sideiftes 12'x6'8" (wood frame)
Scope:
This analysis provides calculations. quantities, and spacing requirements for installing product to substrate, and it applies only to
the product described herein, These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type,*#10 wood screw (NDS 2012, TR12)
Nominal diameter. D:= 0,190 in 60p: g: -0.0000 in
Root diameter: Dr= 0,152 in Moment orm: 0,0000 in
Minimum required penetration: ps 1.140 in Screw bending yield strength. F,,, = 90,000 psi
Side member Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (6=0,42)
Side member thickness: t,,= 1.000 in Main member thickness: t„= 1,500 in
Side member dowel bearing strength: F,= 4.650 psi Main member dowel beanng strength: F,,, : 3.350 psi
Side member dowel bearing length: I, = 1,000 in Main member dowel bearing length: 1„ = 1.140 in
Made I Mode I, Mode II Mode III. Mode III. Mode IV
qm = 636.5 Ibs/in qs = 864 Ibs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.0014
P = 725.61 Ibs P = 884 Ibs B: 1.07 B: 0.57 Bt 0.5 8: 0.000
Ki, = 2,400 Ko = 2.400 C.-427.67 C:-253.62 C. -267.7 C: -93.6
Z.= 302 Ibs Zs= 368 Ibs P = 331 Ibs Ms = 462 in-Ibs Min = 46.6 In-Ibs
Kt, = 2.400 P = 297 Ibs P = 319 Ibs P = 263 Ibs
Min. Design value: Z= ISO Ibs Z= 138 Ibs Kt, = 2.400 &, = 2A00 Ka = 2.400
Duration Factor: Cu = 1.6 Z: 124 Ibs Z: 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCu): Z'= 175 Ibs/anchor
Solid members w/ S w/out gap:
a- With threads present in shear plane
Fastener type: 910 wood screw (NDS 2012, T912)
Nominal diameter: D: 0.190 in Gap: g: 0,0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: I.140 in Screw bending yield strength F,, = 60,000 psi
Side member: Douglas Fir -Larch (6=0.50) Main member: Steel scrap/clip
Side member thickness: t,: 1.000 in Main member thickness: T. = 0.048 In
Side member dowel bearing strength: F„ = 4.650 psi Main member dowel bearing strength: F,,. = 61.850 psi
Side member dowel bearing length: 4 = 1.000 in Man member dowel bearing length: 1„ = 1.140 in
Mode I,; Made I, Mode II Made III., Mode III, Mode IV
qm= 11752lbs/in qs= 884 Ibshn A; 0.0003 A: 0,00059 Ai 0.00033 Az OD006
P = 13397 Ibs P = 884 Ibs B. 1.07 8, 0,57 a: 0.5 a: 0OD0
K, = 2,400 Ku = 2.400 C.-4038.9 G:-3864.9 C .-2671 Cs -93.6
Z„= 5582 Ibs 2,= 368 lbs. P = 2287 Ibs Ms = 46.8 m-Ibs Mm = 46.8 in-Ibs
Kt, = 2 400 P = 2126 Ibs P 420 Ibs P = 392 Ibs
Min, Design value, Z= 163 Ibs Z= 953 Ibs Ktj = 2.400 Kn = 2.400 Kip = Z400
Duration Factor- Ck = 1.6 Z. 886 Ibs Z= 175 Ibs Z= 163 Ibs
Allowable Design Value (ZCo): Z.= 262 Ibs/anchor
Fastener type: 1/4" ITW Topcon N.O.A. 16-1222;06
Substrate, Hallow block Minimum embedment+: 1.25 in
Edge distance. 4.00 in Tabulated shear design value: Z = 202 Ibs
Edge distance: 2.00 in Tabulated shear design valuer Z = 161 ibs
Actual edge distance, 2.50 in Reduction factor: 0.85
Spacings: 4.00 in Tabulated shear design value: Z = 202 Ibs p i
spacings 2.00 in Tabulated shear design value: Z = 164 Ibs
Actual spacing: 3.00 in Reduction factor: 0.91 \ V a • �j E N ' •�
Allowable Design Value (ZfAN): Z 155 Ibs/anchor = v• V` s� •� i
Mirtlmum anchor capacity: 155 Ibs/anchor 4_TAT-;04fFP6_W-
0
0"
Nate:Anchors with the feast capacityis usedforcalculations toqualifyanchors with higher capacity.��
ZDi11A1.1����`\
+(III
Luis R. Lomas P.E.
FL No.: 62514.
5/2/2017
L. Roberto Lomas P. E
1432 Woodford Rd Manufacturer- Masonite
LeWiMlle. NC 27023 Report #; 514008
434.688-0609 Date: 05/01/2017
r1lomas4lrlornasoe.corn
Anchor calculations, minimum required anchors
36.38
36.38
79.25
Al
Al
72.75
'
37.50 36.38 36.38 37.50
Al i
IT,
AI 7
13
At �
Aa
Aa
AI
79.25
147.75
Anchor Locations:
nesien nreccure: Ann ncf
Zone
Area
:
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q
Load
(lbs)
Al
2.3
138
N/A
N/A
155
1 1
138
OK
A;
7.7
463
6.00
21.00
155
5
93
OK
A,
7.7
463
N/A
NIA
155
1 3
154
OK
Design pressure: 60.0 nsf
Zone
Area
(fe)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
land
(Ibs)
Al
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6.00
21.00
155
5
95
OK
Al
7.8
468
N/A
N/A
155
4
117
OK
A,
2.3
138
N/A
NIA
155
1
138
OK
A5
7.7 1
463
1 N/A
N/A
155
3
154
OK
Double door
36.38 36.36
5.00 TYP. 6.00 TYP, 18.19 TYP.
3.00 7YP. I
6.60
13.45
MAX. O.C.
79.25
5.00
2of3
ILr0
N �.•••.�9,9�i
�•° TAT OF • �~
IYAL
lil
Luis R. Lomas P.E.
FL No.: 62514 .
5/2/2017
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewindle NC M23
434-888-0609
rliomas(alrlomasne.com
Double door with sldelites
Manufacturer,^^ Masonite
Report #. 514008
Date. 05101 /2017
6.00 TYP,
37.50
18 75 TYP...
6.00 TIP.
3.00 TYP,
36.38
'18;19TYP.
36.38
37.50
600
13A5
MAX. O.C.
?25
&DO
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH
1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN BELOW.
2, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE: LOCATE ANCHORS AS SHOWN BELOW,
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A, WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI,
C. MASONRY: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM,
D, METAL STRUCTURE: STEEL 18GA (048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6, ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
Luis R. Lomas P.E.
3of3
FL No.: 62514 .
5/2/2017
General Notes
1. WNDOW PRE55URE5: Al WINDOWS TO BE DESIGNED FOR WX) LOAD
PRE5SURE5 AS NOTED IN SCHEDULE.
2. ALL NW EXT]80R DOORS AND :'BANES i0 BE DESIGNED
WITHSTAND 159 MPH ULTIVATE WAND LOAD'fBCI
3. VEW Y R5¢ES AND FRAMES PRIORT IM15TALATION -O
ASSURE .`ROPER O=ERA-ION OF DXR UNR.
4.5U5MIT E(TEROR DOOR AND WINDOW COM?_ANCE REPORTS SIGNED
AND SEATED BY LOCAL OCEN5E0 STRUCTURAL ENG'NEER POR ANY NEN
DOORS OR WINDOWS.
5. AL-TR M AROUND WINDOWS AND DOORS TO BE VER'FIED W/ OWNER
G. FIELD VERPY WINDOW AND DOOR MANUFACTURERS ROUGH OPENING
DIME15ON5 AND COORDIVATE W/ REQUIRED BLOCFJNG FOR ACTUAL
ROUGH OPENING :N CML WALLS. WXMUM 5H:M SPACE SHALL BE 1/4' ALL
AROUND.
7. ALL HANDLES TO BE LEVER MAND55 AND SAME FINISH.
8. ALL EXTERIOR DOORS TO HAVE Mf,A'-THRE5HOLD5, W ATHERSTRT?iNG
AND KEr:D VANDf�' RESISTANT LOCK5FT WITH NRP HINGES.
9. COORDNA'FE LOCK REOUIREM51T5 ON DOM W.Th OWNER.
BEDROOM t BATiROOM DOOR; TO HAVE PR)VACf LOCK.
Door / Window Legend
ALUM. 5TOREFROnT-FAC. H5 - 'M2ONTALSUOER
F:N. - SEE WOW ELEV. IM - NSULATED METAL
BF - 51-FOLD NO - VONE
BP - WASS PIT - -OCKET
D� - DOUBLE HLNG 5C - 5IX)D CORZ WOO)
fp F:BERGL/S5 R'-:NFOROED 50 - 5JDING G" DOOR
PIJST'C 5H - SINGLE HUNG
fR FRENCH 5T - 5TEFl
fX - F)aD WD WOW
GLB • GLA55 BLOCK WDP - WOOD PAINT
HC - NCLLf7W CORE WOOD WDV- WVDDD VAR`&&
NM - hOLLOW METAL WP . WOOD PAN_!
Finish Hardware
1. FINISH HARDWARE SHAI BE W IALED IN ACCORDANCE WiTF PROPER
PRACTICES RECOGNIZED BYTFE DOOR AND HARDWARE N5TFU-E, 771 1
OLD SPRINGH0.65 ROAD, NC1.1 AN', VA 22102-3474 IWERIFY LAT-5T
ADORE55 AND FIOND AND AN51 511VA A-156 5ME5, ADA, AND FLORIDA
DEPARTMENT 01` COMM.:NITY AFFAIR5 ACCF55!BILIIY STANDARDS.
2. SUPPUFR FINISh P.ARDWARE SMALL3E FURNI5HEO 3Y A COM,'ANY
LAVING A'PROPR:ATE TECHNICAL KNOW.EDGE AND FXPM-NCE TO
COKKECZY INTER'RF DRAWINGS AND SFECI11CATION5. 51JPPUtK SHALL
BE PREPARED AT ALL TIMES DLRING PROCF155 OF 1N5TAUATION TO
PROMPTLY PROVIDE COMPETE ARCHTECFNiAL HARDWARE CON5U'TANT
LAHC) TO APPROVE ITS COMPLETE I1,15TALLATON IN ORDER 11AT ALL HEMS
SHALL BE I1137ALLE7:N THE BE5-MANNER AND FUNCTION PROPERLY.
DOOR SCHEDULE O
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MOTES: - ALL W4412%G AW: WYN(WX MA5TER KW) OR 51NGtf HUNG WMTH 5CKr:N5 K501ATO E-GLA53
- ALL IMND'XV DIMENMK b ARE AGVJNAL, TO COORD NATE W/ WMFDOW'J MANXACTURER TO WX?- C". CIMS.
TEMP
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DATE: p21WR0
BDALE: ASNOTED
DRAWN BY: J.F.
GHEET
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