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FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE
GLAZEDI2-0a64i OUTSWING DOOR SYSTEM
1. THE PRODUCT SHOWNHEREINISDESIGNED TO COMPLY WITH
THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE
SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN
EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM
E331-00 AND ASTM E330-02.
2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED
PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED
AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1.
S. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE
REQUIRED FOR DOORS AND SIDELITES.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,
INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO ^
INCLUDED ARE INTERNAL AND EXTERNAL GRID. BLINDS &C•
BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO.
7. SCALE BASED ON 11 xI7 SHEET SIZE.
8. ALL 1X 8 2X TO BE 0.55 SPECIFIC GRAVITY OR
GREATER.
FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND
SUBSTRATE WITH _MC ADHESIVE.
CORE DESIGN: THE CORE CONSISTS OF 1-125 POUND DENSITY
STEEL. THE FACE SHEETS ARE BENT 90' OVER THE 1.688' X 1.0'
LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE
AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS
38.400 psi.THE 1.688' 1.20W BOTTOM RAIL CONSISTS OF
ROLLED -FORMED GALVANIZED 25-GAUGE (.018' MINIMUM) STEEL.
THE WOOD LOCK BLOCK IS 1.568' X 3 1/8' X 12'.
FRAME CONSTRUCTION: THE FRAME JAMBS 8 HEAD ARE
CONSTRUCTED OF WOOD. THE SILL 15 COMPRISED OF
NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM
CLADDING. CORNERS ARE COPED, BUTTED, 8 SEALED USING
SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING
FOUR 16 GA. 7/16' X 2' STAPLES PER CORNER. THE SILLAND SIDE
JAMBS ARE FASTENED USING THREE 16 GA. 7116' X Z• STAPLES
PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED
THROUGH THE HEAD 8 SILL USING THREE k8X2-1/Z' SCREWS PER
END. A 318' HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT
AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED
USING TWO 96 X 1 1/2' SCREWS TO RECEIVE THE TOP AND
BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO
THE FRAME USING FOUR 16 GA. 7116' X 2' LONG STAPLES PER
STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY 8
THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE
EXTERIOR USING 1199 SILICONE.
MATERIAL PROTECTION
1. ALL LATCHILOCK AND HINGE HARDWARE
TO BE OF CORROSION RESISTANT MATERIAL
OR CORROSION RESISTANT COATED.
37 1/4- MA%.
2. ANCHORING COMPONENTS MUST MEETTHE
FRAME WIDTH
CORROSION RESISTANT STANDARDS AS
IDENTIFIED IN THE FBC.
353/4'MAX
- PANEL WIDTH
211/8'
NOTES: i
MAX.
1 -ALL VIEWS FROM EXTERIOR. w
_
D.L.O.
2- MULL POSTS B DOUBLE BACK >:
WIDTH
JAMBS ARE INTERCHANGEABLE. J
(SEE OPTIONAL CROSS SECTIONS) 4¢
3- SURFACE BOLT NOT REQUIRED FOR
APPLICATIONS REQUIRING DP45 OR O
LESS.
4- MASONRYAND CONCRETE INSTAL- 2 NOTE
CATION DETAILS.
L
iz
5-POSITION AND NUMBER OF on
NOTE 2
ANCHORS IN HINGE JAMB, LATCH m NOTE
"
JAMB OR SIDELITE JAMB WILL BE
THE SAME REGARDLESS OF ROUGH m
OPENING TYPE. FOR HORIZONTAL
10,
CROSS SECTION IN 1X BUCK OPTION
IN MASONRY/CONCRETE, SEE
FIXED
SHEET 8 FOR DETAILS.
6- FOR VERTICAL ANCHOR IN IX BUCK OPTION IN
OTT
MASONRY/CONCRETE, SEE SHEET 6 FOR
DETAILS.
MULL POST
1481/2' MAX OVERALL FRAME WIDTH
I'
371/4• MAX.
74• MAX.
FRAME WIOTH
DOUBLE FRAME WIDTH
I 353/4' MAX
721/4• MAX.
PANEL WIDTH
_
DOUBLE PANEL WIDTH
SEE DETAIL A
SHEETS
6 OTE 6
b OTE 6
II
d 21 V9•
21 118'
21118
MAZY/
MAX
O r
0..0.
D.L O.
D.L.O.
J c�
AIDTH
WI D�
WIDTH
o M
26
E @ a
v
J r
J
NOTE4 0
0
N
\
25 N E
m
Ar
I
INAC'nV
ACTIVE
FIXED
SEE NOTE 3
v SEE DETAIL B JAMB MULL POST
D UNIT (OXXO)
SHEETS uII SA
SCALE: 10=1'-O'
(OUTSWING NON -IMPACT)
DESIGN PRESSURE RATING
W WHERE WATER INFILTRATION
REQUIREMENT IS NEEDED
WHERE OVERHANG
IS NOT USED
WHERE WATER INFILTRATION
REQUIREMENT IS NOT NEEDED
WITHOUT
SURFACEBOLTS
WITH
SURFACEBOLTS
WITHOUT
SURFACEBOLTS
WITHOUT
SURFACE BOLTS
WITH
SURFACE BOLTS
POSITIVE
+45
+55
+30
POSITIVE
+45
+55
NEGATIVE
45
-55
-45
NEGATIVE
-45
-55
TABLE 1 II
NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)
RATIO = OR LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 11
Digitally signed by Hemles F. Norem, P.E.
1151111111 ttrtr,,feason: I am approving this document
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CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, ry ¢
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HEgMESF.NORERO
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FLORIDA P.E. NO. T3T28
NOTE 4 9 T T 398 E. DANIA BEACH BLVD. crocev: S. FREY
SEE DETAILS NOT O� ( P;'=W SURE 338 au7:m12
SHEET 6SURFACE BOLT MULL POST SHOWN- TRI UNIT lO%Ol �i (�S. ••"••••••'' G��� DANIA BEACH, FL 33004 JW122008
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4- MASONRY AND CONCRETE INSTALLATION DETAILS. �,Z �0 �� wK 8/12108
5- POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, ; 7 j_ sane AS NOTED
LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME _*. :* HERMES F. NORERO WBD
REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL •D T ¢ FLORIDA P.E. NO.73778
CROSS SECTION IN I%BUCKOPTION IN MASONRY/CONCRETE, gyp'•. �Z 398 E. DANIA BEACH BLVD.
P:�: SURE 338 puvnxc xo:
SEE SHEET 8 FOR DETAILS. �� 0'� [ �2 ��
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MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. 2i22//1 NA; 11111` FBPE CERT.OF AUTH.NO. 29578 sxsEr3 o 14
105" MAX. OVERALLWIDTH
1510MAX.
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NOTE m SEE SHEETS FG�Q AILS.
NOTE 2 / 6-FOR VERTkjgi, C dNK� IX BUCK OPTION IN
MASON(,i11I HEET fi FOR DETAILS. U m ¢ z
NOTE 5
NOTE / f/ OTE 5 -Z •,'' 1 •', p0 � I w"E 8111/08
4CTIVE
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SEEDETAILB FI D L. FI%ED �.0- FLORIDA P.E. NO.]3nS
SHEET fi SEE DETAIL B - p •: ] 398 E. DANIA BEACH BLVD. cH,sy. S. FREY
SHEETS NOTE ��p.� •• Pi SUITE 33B mumxs xo:
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SURFACE BOLT TRI UNIT (OXO) DUAL UNIT (OX) OR (XO) SURE NOTECE LT ��i�'S�ONAL. E�11% FBPE CERT. OF AUTH. NO.295]8
NOTE SEE NOTE 5f`LIF�=1'-O" SCALE: 1/2 =1-0" NOTE4 SEENOTE3 ]/rg1111ll sx 4 a 14
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WOOD FRAME INSTALLATIO
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HERMES F. NORERO
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FLORIDA P.E. N0. 73778
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1. FOR ANCHOR SPACING (ITEMS #S OR #9), SEE SHEETS 9, 10, & 11. ¢O w i
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EXTERIOR
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HORIZONTAL CROSS SECTION_
7 MASONRY & CONCRETE INSTALL
SCALE: 2"=1'-U"
HO IZONTAL CROSS SECTION_
7 SCALE: 2"=1'-O"
1/4' MAX. 114'
S
SEE DETAIL 1 \ I —MIN. EMB. SEE DETAILA
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SCALE: 2"=1'-O"
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SCALE: 2"=I'-O"
10
SEE NOTE 4 °y 8 7` , EXTERIOR / 0 \ HOo2 FAL CROSS SECTION
KMRIZONTAL CROSSSECTION- NOTES:
7 SCALE: 2"=1'-O" 1. FOR ANCHOR SPACING (ITEMS 95 OR P9). SEE SHEETS'9, 10.&11.
DOW 1199 SILICONE
iT
all
GLAZING DETAIL A
SCALE: 6"=I'-O"
I SPACING FOR 1123 FROM TOP OF SIOEMTE DOWN (SEE SHEET 10).
3. ASTRAGAL SCREW PATTERN SPACING FOR 013:
FROM BOTTOM: 112". T. 3 VZ, 20'. 24 314•:
FROM TOP: 1Y . T. 31/Z, 20', 24 We, 39'.
4. IX MAY BE URLIZED AS AN OPTION. FOR VERTICAL SE/CTT�IO�NS�, SEE DETAILS
SHEET 6. HOWONTAL SECTIONS: DETAIISFSHEETS.
5. TAPCON MASONRY ANCHOR SPACING SAME AS W�OPOODAB/
ANCHOR SCREW CONFIGURATION.
0
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398 E. ANIA BEACH BLVD.
P E.f)AN
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7/8"TEMPERED GLASS..NAti `S: DANIA BEACH, FL 33004
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�8J WOOD INSTALLATION
SCALE: 2"=1'-O"
1 7N"
MIN. EM
r
SEE DETAIL,
12
1SS�HEET
T' 19 o)
SEENOTE2J EXTERIOR SEE NOTE
B A
8 SCALE: 2"=1'-0"
SEE DETAIL 1114•
SHEET 12 MIN. EMB.
�1 HORIZONTAL CROSS SECTION
8 MASONRY & CONCRETE INSTALL
SCALE: 2"=1'-O"
z N.E 1/4'MAX.
E MIN. EMS. —II.SHIM SEEDETAILA SHEET 12
z Z E
9
EXTERIOR
/-I-1 HORIZONTAL CROSS SECTION
8 MASONRY & CONCRETE INSTALL
SCALE: 2"=1'-O"
VB•
-L112"
AIRSPACE
MODEL 799 VENTED HALF LITE
SEXTERIOR
Rgp NOTE 2
��6'�;,Ilplfilli No
0;
ROOM
SEE NOTE 2 EXTERIOR
0 "1: 4vt :. 11v
V SCALE: 2"=1'-0"
SHIM MODEL 799 VENTED HALF LITE
J HORIZONTAL CROSS SECTION
\�V WOOD INSTALLATION
SCALE:2"=7'-W
NOTES:
1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11.
2. SPACING FOR 923 FROM TOP OF SIDEUTE DOWN (SEE SHEET ID).
3. ASTRAGAL SCREW PATTERN SPACING FOR#13: (LE
FROM BOTTOM: U2•, 2', 3112', 20', 24 3f4",
FROM TOP: V2•, 2', 31/2, 20•, 24 3/4', 39•.
4. IX NAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS
C D SHEET 6. HORIZONTALSECTIONS: DETAILS \� SHEETS.
5. TAPCON MASONRY ANCHOR SPACING SAME AS W00D
ANCHOR SCREW CONFIGURATION.
6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED.
SEEDETAILA -skim -7I- 71/4•
SHEET 12 ,I II + MIN. EMS.
EXTERIOR
''Uu/ ", V
IjI
%� HOR17ONTAL CROSS SECTION
\,gJ
MASONRY & CONCRETE INSTALL
SCALE: 2"=l'-0"
1J3 6
o u
z6
z
MIN.
f N 1 114•
O EM9EDMENT
E o
`-
SEE DETAIL A
SHEET 12
EXTERIOR
\_?JJ
FIXED UNIT 1X BUCK OPTION IN
MASONRY & CONCRETE INSTALL
T-HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR
ou
1 3 4 II Mw�
42 iy
i
EN
1lie MIN. �o
I SEE DETAIL A
a
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SHEEP 12
F
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HO
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FLBIDA.E. NO.7376
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398 E.DANIA BEACH BLVD.
P: ��
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SEE DETAIL E
i SHE SEE DETAIL A SHT. 9
SEE DETAIL A
5"TYP SHT. 10 _
a 9°T1'P SEE DETAIL
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TYP 31
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(JPTIONAL
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SHT. 10 I I TY ,7
/ (WOOD INSTALL) � 1 I I I I I I11 I III le�°
SEE DETAIL FJ 9 (MASONRY INSTALL)
SHT.9 P .. ... .. _ _
ANCHORING LOCATIONS
/ SEE
SCALE: 3 SINGLE UNIT (%) DETAILB
SCALE: /e" =1'-0" SEE DETAILJ SHT. 70
SHT.9
ANCHORING LOCATIONS DOUBLE
OUTSWING UNIT W/ 1 SIDELITE (%%0)
SCALE: 3/8" -1'-0"
NOTE 7 NOTE
I NOTE /
NOTEfi o 0 o D
7
DETAIL C DETAIL D
LOWER SURFACE BOLT STRIKE PLATE LATCH & DEAOBOLT
& LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES
SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O"
DETAIL A
UPPER SURFACE BOLT STRIKE
PLATE & UPPER ASTRAGAL
BOLT STRIKE
SCALE: 1/2" =1'-O"
DETAIL B
HINGE DETAIL
SCALE: 1/2" =1'-O"
NOTE 7 45 46
_
/ =
46
` a5 NOTE 7
DETAIL FT�AT I1EAD DETAIL F AT SILL
SURFACE BOLT PLATE SURFACE BOLT PLATE
SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O"
SEE DETAILA
SHT.9 I
B" Y P rSEE DETAIL A
y Typ 6° / SHT. 10
_ 3" lYP
1 III11)I
(WOODINSTALL) 5
(MASONRY INS TALLli ) g
I IIIIII III TYP I \
`SEE DETAIL B
SEE DETAIL C— ,.II. SHT. 10
SHT.9 ANCHORING LOCATIONS DOUBLE
NOTES: I!
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INIEWOR
AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR
TOTAL OF NINE FASTENERS PER SIDE.
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS
ONLY. OMIT ON SOLID MULL POST CONFIGURAPONS.
3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS.
5. SEE SHEET 10 FOR SIDDUTE BRAD NAIL LOCATIONS FOR
QUARTER ROUND MOULDING ATTACrMENT.
6. ASTRAGAL THROW BOLT HOLES AT'HIFAD AND SILL ARE DRILLED
AT FABRICATION WHEN ASTRAGAL IS APPUED AND THROW BOLT
LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN
THE FIELD. 1
7. TOP AND BOTTOM SURFACE BOLTS ARE APPUED AT FABRICATION.
SURFACE BOLT HO 0.. E ALSO DRILLED AT FABRICATION WHEN
BOLT LOCA710�4,41 INED:
IN THE F1ELD�.nOS STRIKE PLATES ARE ATTACIIEC
�..
* , *
HERI MES F, NORER70
90,•• T
FLORDA P.E. NO.73778
�`
398 E. DANIA BEACH BLVD.
SURE 338
i�Fy+•••""""' G�
""if SAONAL E�`�``
DANIA BEACH, FL WON
FBPE CERT. OF AUTH. NO.29578
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SEE DETAIL A
SHT. 9
SEEDETAILC SEEDETAILD
5' NP
9" NP
8' NP
3' NP
9' TYP
6' NP
3' NP
I I II
11 I IIIIIII 1 11
II 1'
2L -
-1
�12'
I
I
I
ICU a
MULL POST! SEE NOTE 2
—32-
LL
z
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IDBL JAMBS
z
I IOPTIONAL
—62'
iO
— i
(WOOD INSTALL)
—62• —
MASONRY INSTALL) 9
9
m
NP
—7 "
I
I I
7
_
I III
111 1 111 I11 I 111
�11 I
SEE DETAIL A
SHT. 10
\
SEE DETAIL B
SHT. 10
SHT.9 OUTSWIRNG ING UNIT W/T2 SIOELOITE(OXX01
SCALE: 318' =1'-0"
STAPLE LOCATIONS BRAD LOCATIONS
TYPICAL FOR ALL SIDELITES NPICAL FOR ALL SI11 LRES
SCALE: 3/8• = I'—O" SCALE:'3/8" = 1'-0"
Ut I AIL G
TYP FOR HEAD TO MULL POST
SCALE: 1-12' =1'-0°
= I I
w LJ
SHT. 9
51 TYP
C
to
9' NP
F
6' NP
I{5S}HE��E'DETAIL
3' NP
AI
SEE
SEE DETAIL DETAIL
D SHT. 10 rSHT. 10
�\
II 1 1
1 II
II II
i
i
_
2'
I
I
2•
_
_
SEE NOTE 2
MULL POST
—32'
_
—42' —
DBLIO BS
TT
OPTIONAL
—52° I
_ (WOODI
TALL) ((5
•
(MASONRYI
TALL)[} \
NP \1}
8�°
L
1 1
I I III
III it
II SEE DETAIL F SEE
SHT.9 DETAIL B
SHT. 10
ANCHORING LOCATIONS SINGLE
OUTSWING UNIT W/ 2 SIOELITE (OXO)
SCALE: 3/8'=1'-W
m
SEE
DETAIL
SHEET
SEE
DETAIL B
SHEET9
LATCH AND HINGE MULLIONS
TYP FOR ALL FRAMES
SCALE: 112•=1'-0'
I
3811 I
2
i 3 9
DETAILA DETAIL
TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS
SCALE: 1-1/2•=1'-0' SCALE: 1-12'=V-0'
NOTES:
1. CORRUGATED FASTENERS TO,SE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT S PACING SHOWN, /A'. FOR
TOTAL OF NINE FASTENERS PER SIDE
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS.
5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER
S
�.
HERMES F. NOBERG
FLORIDA P.E. NO.73778
' W
393 E DANIA BEACH BLVD.
P; v
2
SURE
DANIA BEACH,FIL
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POPE CERT.OF AUTH. NO. 29678
Ic.m S.FREY I
JW122008
^{
5'TYP
TYF
I ---I 0'TYP
loll
._+-JJI 6'
3' TYP
I
II I
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SEE DETAIL
-
SHT. 10
SEE DETAIL A
SHFFTO
SEE DETAIL D�
SHT. 10
I �
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SEE 3'N6µONOTE2
I DBLJAMBS-
(OPPTTIONAL
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1) 9 I
SEE DETAIL A
SHT. 10
SEE DETAIL S
SHT. 10
SEE DETAILCCHORING LOCATIONS DOUBLE
SHT.9 OUTSWING UNIT W/ 2 SIDELITE (OXXO)
SEE DETAIL E SEE DETAIL E
SHT.9 BHT.9
5' TYP SEE DETAIL D a 5' TYP
a
Z 9' TYP. SHT. 10 9' TYR
6'TYP. SEEDETAILA �� O'TVP.
3'TVP. �FSHT. 10 3°TYP. i
1 1 I I I II I I I I 1
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SHT. 10 Tx9 SEE DETAIL
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SEE
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DBLMBS JAE2 -32' ¢� MU (POST
l� OPTIONAL y
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SMAS NRV INSTryLL) 9
OD INSTALL5 -62_
11
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SEE DETAILS
SHT. 10
SEE DETAIL F
SFIT.9
\ SEEDETAILA
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3-TYP ;I / SHT. 10
m
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SEE DETAIL
SHT. 10
f
LL
TTW
MULIIPOST I
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(MASONRY INSTALL) 9
TYP 1,
I I III I I I I I I I I II. I \
I. `SEE DETAIL B
='--� SHT. 10
SEE DETAIL C--/ ICI
SHT. 9
ANCHORING LOCATIONS DOUBLE
OUTSWING UNIT W 1 SIDELITEi (OXX)
SCALE: 3/8" =1'-O"
SEE DETAIL A 111
SHT. 10
NOTES:
1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR
AND EXTERIOR SURFACES AT SPACING SHOWN,.1-1', FOR
TOTAL OF NINE FASTENERS PER SIDE.
2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK
JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS.
3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS.
4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS.
S. SEE SHT 10 FOR SIDELITE BRADNAIL LOCATIONS FOR QUARTER
ROUND MOUNDING ATTACHMENT.
6. ALL VIEWS FROM EXTERIOR. �,'
J—III IIIIII I LIT\
i�\1SEE DETAIL B
SHT. 10
SEE DETAIL
SHT.9 ANCHORING LOCATIONS SINGLE
OUTSWING UNIT W 1 SIDELITE (OX)
SCALE: 3/8" =1'-0"
k
*
HERMES F. NORERO
'
T
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FLORIDA P.E. NO.73TIS
398 E. DANIA BEACH BLVD.
POD'•., C
P;
'SUITE
DANIA BEACH, FL 3300NALc11`FBPE CERT. OF AUTH. NO.29578
IEHRlll S. FREY I
JW122008
WOODJAMB
1 FINGERJOINiEO PINE
BUTT HINGE OPTIONAL OUTSWING THRESHOLD
6 4z4x12 GA. STEEL AFCO A496O/S BUMPER SILL WITH PINE SUBSTRATE
OUTSWING THRESHOLD
�AFCO A297
2 SCALE: 3'=1'-0'
SCALE: 3'=1'-0' 3B 6 D0.233-0OUTSWING ADAPTOR BASE
6063-T6 ALUMINUM/COMPOSITE PLASTIC
SCALE: fi' =1'_0
SCALE: 6" =1'-0'
3
4
1 11/16,
A
13
1/e"y 1 316'
L
318'
q
pa
ry
^ -
CCOMPRESSION
&WEATHERSTRIP
OXSEAL
650
VINYL
SCALE: 6' =1'4Y
20 LOCK BLO K
FINGERJOINTED PINE
SCALE: 3°=1'-0'
T A e 1
SECTION A -A SECTION&B
Q6ASTRAGAL GLOBAL
063-T6 ALUMINUM (,1WATA STRIKE80EADBOLT
SCALE: 3'=1'4P 6063 T6 ALUMINUM SCALE: 3°=1'-0'
yI 1 314"
y 1 3I4-�'
�LI 71 �61 Ir
)iffv-
1
rr�i�d-
-J 1•
(3D_Qoog BOTTOM SWEEP
VINYL
IC DL LIP-LITE FRAME
SCALE: 3'=1'-0'
" POLYPROPYLENE(NOA: 10-1209.01)
SCALE: 3'=1'-0"
[--i 9/32'
� N
/4' MIN
11/32-
/4Y\IVES SURFACE BOLT
SHEL
SCALE: 3' =1'-0'
3116'CSINK. NOTE
1-USE 010 WOOD INSTALLATION SCREW W/ 1.5P MIN. EMBEDMENT
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD 8 JAMBS.
2-USE ll8 [ 21/2' PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS.
&USE 3/16' ITW TAPCON ANCHOR W/ 1 1/4' MIN. EMBED.
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.
NOTE:
CUT
LENGTH Im
� 1 3/4" ti
33 ORNER PADS
LASTIC
SCALE: 3' -1'-0'
F— 2 7/6-
Q O Q m
SNESURFACE BOLT STRIKE PLATE
STEEL
SCALE: 6-=1'-0'
21
i
1/2
O35.h1ULL POST
LAMINATED VENEER LUMBER (LVL)
STILES AND RAILS
II "
16 TOP RAIL
BOTTOM RAIL
77
18 HINGE STIL
25 GA. STEEL
^LATCH SIDE STILE
LAMINATED VENEER
SCALE:3°=1'-0'
LAMIE MATED VENEER LU
LUMBER (LVL)
SCALE: 3' =1'-0'
SCALE: 3-=V-0'
1
T
10'
L .ITRACAI Ani T
I '
L—r T4'
Lo
L0
�IVES SURFACE BOLTSPACERSURE BOLTSPACER
PLASTIC
SCALE: 3'=1'-0°
DETAIL - A
SCALE: 1/4" =1'-O"
SCALE: 3-=VI
3.
e e
L
1
458'(
L
m
8
12 LVL DOUBLE BACK JAMB I
LAMINATED VE)yfLBRILUy}�ER (LVW,
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HERMESF. NORERO
FLORIDA P.E NO.13778
' 4�
�P:•=��:i
398 E. DANIA BEACH BLVD.
SURE 3W
'
DANIA BEACH, FL 330M
�,
BPE CERT. OF AUTH. NO.29578
JW122008
xr12 a 1
OUTSIDE FRAME VIEW
SECTION A —A
VENTED HALF
UTE
SECTION R—R
VENTED HALF
LITE
SEE DETAIL A
SEE DETAIL
VIEW
PANEL THK.
VERTICLE CROSS
SECTION
VENILU HALF
UTE /8
DETAIL A
GLAZING DETAIL
AT HEAD RAIL
hI-1/2"AIRGAP
II
GLAZING, DE ZITAIL
AT MEETING RAIL
ITEM DESCRIPTIONS.
:.k
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SPECERT.OFAUTH.NO.29578
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MATERIAL LIST (VENTED HALF LITE ONLY)
ITEM
PART NO.
DESCRIPTION
QYT
MATERIAL
1
16797-000
INNER FRAME
1
SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C
2
16796-000
OUTER FRAME
1
SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
3
16798-000
FIXED UPPER SASH
1
SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C
4
14589-000
HOT MELT CAULK (8 LOCATIONS)
AR
100% SOLIDS BUTYL ELA.STOMER
5
16825-000
GLASS, 3/4" x 20 19/32" x 16 11/16"
2
3/4" INSULATED GLASS ASSEMBLY
6
16828-000
#8 x 2" PAN HEAD SCREW
14
ZINC PLATED STEEL
7
12207-000
#6 x 3/4" PAN HEAD SCREW
7
ZINC PLATED STEEL
8
16809-000
SAFTEY LOCK
2
NYLON 6/6
9
16829-000
#4 x 1/4" FLAT HEAD SCREW
6
ZINC PLATED STEEL
10
17041-000
FIN SEAL, ROLL
4'
FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL
11
16799-000
LOWER INNER SASH
1
SPARTECH POLYCOM PP53330. REF NOA 13-0219.03
12
16806-000
RIGHT LATCH
1
NYLON 6
13
16807-000
LEFT LATCH
1
NYLON 6
14
16837-000
Q-LON SEAL (3 SIDE LOWER SASH)
5'
FROM SCHLEGEL CORP: Q-LON2 WEATHER SEAL
15
16800-000
LOWER OUTER SASH
1
SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 C
16
16801-000
SCREEN FRAME
1
ISPARTECH POLYCOM PP53330, REF NOA 13-0219.03
17
16831-000
WEATHER STRIPING, OUTER SASH
2'
FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
18
DOW 1199
AR
SILICONE SEALANT
19
16830-000
WEATHER STRIPING (2 SIDE LOWER SASH)
3.3'
FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING
20
16838-000
0.12 O.D. SPRING
2
STAINLESS 302 AND 304
21
14234-000
SCREW HOLE PLUGS
14
SPARTECH POLYCOM PP53330, REF NOA 13-0219.03
22
16841-000
1/16" SINGLE SIDED FOAM TAPE
8.3'
POLYOLEFIN FOAM, ACRYLIC ADHESIVE
23
16968-000
SCREEN CLOTH 21" x 24"
1
FIBERGLASS
241
10046-000
SPLINE
6.1'
PVC
O
n
0
J cc
m 0
I- J�
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Z m LL m
W yya m 40
0^3 Y d
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HERMES IF NO HERO
WBD
FLORIDA P.E N0 73n
4�i .
IP;'�W�
398 E DANIA BEACH BIND,
SUITE 338
cwc er: S. FREV
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DANIA BEACH, FL 33004
E_,���
JW122008
FBPE CERT. OF AUTH. NO.29WB
Design Parameters
W
96 in (Min)
L
480 in (Max)
H
108 in (Max)
HFw
54 in
Wcm
10000 Ib (Min)
VWIND
150 mph
Exp
B
ST. LUCIE Cod
BUILDING DIVI:
1e4 REVIEWED
REVIEWED BRyCOMPLIFU
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MgDE
Max Ht. <15 ft
CONCFALED FASTENERS OR ATTACHMENTS
Cat 1
Wind Loading Per A5CE7-10:
SCANNED'GRE THE RESPONSIBILITY OF THE
Wind Pressure (worst Case)
BY CONTRACTOR OF REECORB
QH=.00256(Kz)(Kzr)(KD)(VwINS-)Fi-UCIE
KZ 0.57
COUNTY
Install (10) 8' x 48" Augers
KZT 1.0
Anchors, Equally Spaced &
KD 0.85
within 12" f;ach f;nd Through
VWIND 150 mph
Steel Pa5e Beam w/ I" E3di5,
QH= 27.9Ib/ftA2
Lateral Force
Fw =QH (GCR) AF
GCR 1.9
THESE PLANS AND ALL PROPOSED WORK
AF 360.0 ftA2
ARE SUBJECT TO ANY 0MRECTIONS
Fw= 19,0891b
REQUIRED BYFIEWIIX(tiCTORSTHAT �
Uplift
I'19AY BE NECESSAR`f IN ORDER TO
FW =QH (GCR) AF
COMPLY WITH ALL APPLICABLE CODES.
GCR
1.5
AF
320.0 ftA2
Fwu=
13,395 Ib
Sum
Moments
Mv✓=
1,030,780 in Ib
Mw =
642,982 in I
Mw' _
-480,000 in Ib
M=
1,193,762 in I
Required Anchor Resistance on Critical5ide
FR= 12,435 LB Location:
Selected Anchor Northside Worship Center �-�N
5/8"x 48" Ground Augers @ 2500 Ib
- Med.Snady-sail_--_--_3100 St. Lncie sfvd: —=
Anchors Required Per Side 5.0 Each
Use (5) Anchors Per Side Equally Spaced
ienchmark Engineering
of the Treasure Coast LLC
8o6 Delaware Ave.
Fort Pierce, FL 34950
Fort Pierce, FL 34946
z}0' Shipping Carltainer Anchor flan 13a�Jdoin G Nutchlnson f ;E,
Wa-st Case,150 Mt'N, Cat I, �xp, 6 FL # 70878
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Fine Engineering Design
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WAYA� dWOY, P.E3313a
WZi fCKiESi Cn•/NO.
0100 ST LOCIE BLVD
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720 S.O.B.T.
FORT PIERCE, FL 34986
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ORLANDO, FL.32805
S SHOWN
ORLPNDO. FL.32610
Pha e: 6144221
Ph. 203514.4221 Fax. 772-201-2850
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E-MAIL: DESIGNENGINEERING7@GMAILCOM
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BUILDING DATA
OCCUPANCY:
U
OCCUPANCY LOAD:
COCCUPIED
WIND LOAD MPH-EXF.C:
150
WIND PRESSURE LOAD PSF:45.2
FLOOR LIVE LOAD (PSF) :
125
ROOF LIVE LOAD PSF
20
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
PRODUCT
NOA
FL PRODUCT
MANUFACTURER:
MODEL
ATTACHMENT METHOD:
BUILDING DESIGN
PRESSURES FES
PRODUCI DES10—
PRESSURES PIS
SWING DOOR
T509
EID—WEN
3068 6 PANEL
SMOOTH STAR
FRAME HEAD — 1/4' ELOO TOPCONS MIN. 1/4' EMBED
INTO CDNC. 6' OM CORNERS
FRAME 1 MBSCOR1/3 dELCO TOCE � 14 O.C/a' EMBED INTO CONC.
+35.1 —40.3 PSF
+1 —67 PSF
NOTE: ALL WINDOW &DOOR BUCKS: CAULKED & SEALED.
ALL WINDOW & DOOR TO FOLLOW MANUFACTURES SPECIFICATIONS AS WELL AS THOSE USTED
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