HomeMy WebLinkAboutSET UP-INSTALLATIONn� MASONITE.
STORMGUARD FIBERGLASS DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
1. 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. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING.
SELF IGNITION TEMP
ASTM D1929
752 'F > 650 'F 842 'F > 650 'F
RATE OF BURNING
ASIM D835
0.56 IN MIN 1 1.28 IN MIN
SMOKE DENSRY
ASTM D284}
53.4R ' 70.29.
TENSILE STRENGTH-
I ASTM D638 1
3.2% DIFF f 7.8% DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
7F4 nFSf.RIPT,m nrcicunnnu Gram
SELF IGNITION TEMP
ASTM D1929
779 'F > 650 'F
RATE OF BURNING
ASTM 0635
0.0 IN MIN
SMOKE DENSITY
ASTM 02843
39.OS
TENSILE STRENGTHS IASTM
D6}8
3.6R DUFF
�IRLKI�IK RICK IILAIKCKIN4
450D HOURS XENON ARC METHOD 1
iEET
SCANNED
BY
St. Lucie County
149- MAC. OVERALL FRAME WIDTH
21" MAX 36.375' MAX.
—D.L.O. PANEL WIDTH I.. MAX.
FRRAMEAME WIDTH
W/ASTRAGAL I
n I
0
o
H
n
J
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1
"lf,wt�r-1wjA
er�e vq scuE: N.T.S.
IIWC. W.-SWS
KURT BALTHAZOR
FLORIDA P.E.
156533
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ail
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B.
6' 3'
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6'
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x _ x 3
3. 3'
tY
6'
SEE DETAIL
F'
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ETA
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INSWING •' •OL
BUMPER O/S THRESHOLDRESH
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6'
#8 x 2"
#8 x 2" #10 x 5/8"
#10 x 5/8"
#8 x 2" #10 x i" DETAIL "E" ASTRAGAL
#10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
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TYPICAL GLAZING DETAIL
IMPACT WED GLASS
Elio
a
i
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
1121 MY 611mGI101m
C[(011M �@I
:MET �Y41}I]DI.\Ij
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ow vvn
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IMPACT RATED G1�S
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, 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 1 4' TAPCONS IAND 110 TEK SCREWS.
A PHYSICAL SHIM UT
Srl L C NL N SHIM SPACE Al EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2'.
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE,
b
w
a SEE DEL
n 'D' SHT.
e
3' I I ¢ fi•3�1 [ C 1 3.6'
C I 31
I
6' 6 —�
II I
N
w
a
J
—
—
w
w B
'.. G _
B
_
rc
a
I II
II II
_
.II I
I �
S -I I- Y fi 3-64 }.� � � fi' —j �-41 .6 3.1
MIN I A
MAX—
SHIM
CIL -I I-
TYPICAL MASONRY
ANCHOR INSTALLATION
1.50'
MIN
3. 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".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
BO GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
2. """ ,HINGES.
6 MORTISE BUTT 6 MORTISE BUTT
1"X /2" CORRUGATED g1GX2' WOOD SCREW
3' SAND OC END 6' AND 12COCEND
- MAX I
SHIM ACRYLIC
ACRYLIC CAULK
LATEX
A^. CAULK CL
I
1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
CL —I I—
+`
a�
TYPICAL WOOD BUCK
ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
(4) A10X2-g2'
WOOD SCREWS
EACH END
A
INTEGRAL WW
MULLION (CHS)
Inc. W.- SINS I
a
/ �
L. Roberto Lomas P.E. .'
1432 Woodford Rd
Manufacturer: Masonite
Lew'svIDe. NC 27023
Report #: 514008A
434-688-0609
Date: 101102017
rllomas(dlrlomasoe. com
Test Report: N/A --
Product: Double Door with and without sidelites 12'x5'8" (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/ d w/om gap:
a. With threads present in shear plane
Fastener type: #10 woad screw
Nominal diameter: D: 0.190 in
Root diameter: Or: 0.152 in
Minimum required penetration:
p: 1.140 in
Side member: Douglas Fir -Lush (6=0.50)
Side member thickness:
t,= 1.000 in
Side member dowel bearing strength:
F„= 4,650 psi
Side member dowel bearing length:
1.= 1.000 in
Mode;.
qm= 636.5 lbs/in
P- 725,61 lbs
Ka = 2.400
Z,.= 302 lbs
Made I,
qs = 884 Ibs/in
P- 88416s
Ka- 2.400
Z,= 368 Ibs
Min. Deign volue: Z= 110 lbs
Duration Factor: Co= 2.6
Made II
A: 0.0007
8: 1.07
C-427.674
P= 3311bs
Ka- 2.400
Z= 138 lbs
(NDs 2012, NDs 2015. TR12)
Gap: 9: 0.0000 in
Mamentarm: 0,0000 in
Screw bending yield strength:
Fp= 80.000 psi
Main member:
Spruce-Pine-Fir(G-0.42)
Main member thickness
%, 1.500 in
Main member dowel bearing strength:
F"„ - 3,350 psi
Main member dowel bearing length:
I" = 1.140 in
Made U1• Mode Ill,
Mode IV
A: 0.00096 A:
0.00107
A:
0.00135
8: 0.57 8:
0.5
8:
0.000
C:-253.623 C:
-267.699
C:
-93.6
Ms= 46.8 in-lbs Mm=
46.8 in-Ibs
P- 297 lbs P=
319 lbs
P=
2631bs
Ka- 2.400 Ka'
2.400
Ke-
2.400
Z= 124 lbs Z=
133 lbs
Z=
110 lbs
Allwable Oesi Value
Fastener type: 1/4 IT W Tapwn Tabulated lues va
N.O.A. 16-]222.06
Substrate: Hollow block
Minimum embedment 1.25 in
Actual L To C spacing: 3.00 in
Allowable Design Value: Z"= 155 Ibs/archon (per Interpolation when needed)
Actual edge distance: 2.50 in
edge
distance
specug (in)
2.00
9.00
2.00
130
161
Substrate: IS &A. Steal
Tabulated design value: Z= 1266 Has
Safety factor: Fs= 4
Allowable Design Value (ZFa): Z'= 316 Ibs/mrhar
Minimum onahar capacity: 155 Ibs/onchor
Note. -Anchor; with me least capocityis used farcalculauons to qualiyanchors wish hlghercapacity.
Anchor calculations minimum required n h
36.38 36.38 Design pressure: 60.0 psf
ri{
At Al
Azgz179.25
At qt
) i
72.75
37.50 36.38 36.38 37.50
11YI
A
L I
147.75
1 of 4
1 79.25
Zang
Area
(fte)
Load
(Ibs)
Ind.
(in)
�'
O.L.
(in)
Anchor
Result
Cap.
(lbs)
Load
fibs)
Al
2.3
138
N/A
N/A
155
1
138
OK
A,,
7.7
463
6.00
21.00
155
5
93
OK
As
7.7
463
N/A
N/A
155
3
154
OK
Design pressure: 60.0 psf
Zone
Area
4
(ft)
load
(lb.)
Ind.
(In)
Most.
O.C.
(in)
Anchor
Result
Cap.
(lbs)
QH
Load
(lbs)
An
2.4
146
N/A
N/A
155
1
146
OK
Az
7.9
473
6.00
21.00
155
5
95
OK
Aa
7.8
468
N/A
N/A
155
4
117
OK
A.
2.3
138
N/A
N/A
155
1
138
OK
As
7.7
463
N/A
N/A
155
3
154
OK
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 WWftld Rd.. Manufacturer. Masonite
Lewisville, NC 22023 Report #: 514008A
434 88.0608 Date: 10/10/2017
rl lomas(d)hlomaspe. com
Anchor Locations:
Double door
6.00 7VP.
6.00
t
16'
MAX
O.C.
i
L
6.00
2of4
SRI I IL 0//////
*• 0 51 •yt=
TAT E OF
.a`..�
�Fs, • LOR10P :
Luis R. Lomas P.E.
FL No.: 62514
10110/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville. NC 27023 Report #: 514008A
434- 8M609 Date: 10/10/2017
diomasP rlornaspe.corn
Double door with sidelites
6 00 TYP.
3�.50
13J6 TYP.
6.Oo TYP.
3.00 NP.
35.35
18.19 TYP.—�{
3&33
37.50
6.00
1�
MAX
O.C.
9.25
L
6.00
3 of 4
0�1��i��
v�•��C E lVs+�'9�1�.r�
0,.6�51 • yt =
(,NF•�
STATE OF
0R10P. �N:
70NAL'rr;
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E. _
1432WoodrordRd. Manufacturer. Masenite
Lewishne. NC 27023 Report #: 514008A
434-6eaoso9 Date: 10/10/2017
rl lomas(allnomasoe. com
Installation instmc#ons:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE 910 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112"
2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
�RRRYIPIL Inf VU� rrIEV CISORS�[F
SUHEWS WI I SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/Y' 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=33KS1/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.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
4 of 4
IR I IL 0'9''/
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.
yt
s/0IVAL1E0\
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woaduld Rd Manufacturer. Masonite
I.ew;swne, NC 27023 Report# 5140M
434-6e8-0609 Date: 10/10/2017
rllomas(allrlomasoe. com
Test Report: N/A
Product: Double Door with and without sideliles 12'x8'8" (composite frame)
Scone:
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 (Nos 2012. Nos 2015. TR12)
Nominal diameter: D: 0.190 in bap: g: 0.0000 in
Root diameter: Or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fw= 80,000 psi
Side member: PVC Main member. Spruce -Pine -Fir (67042)
Side member thickness: "=
1.000 in
Side member dowel bearing strength: F..=
10,000 psi
Side member dowel bearing length: I.=
IDDO in
Mode I. Mode I.
Mode U
qm=
636.5lbs/o qs= 9900 lbshi
A: 0.0005
P=
725.61 lbs P= 19001bs
8: 1.07
Ko =
2.400 Ko = 2.400
C:-681.799
Z„=
302 lbs Z.= 792 lbs
p= 510 lbs
Ka = 2.400
Main member thickness: t== 1.500 in
Main member dowel bearing strength: F=„ = 3,350 psi
Main member dowel bearing length: 1== 1,140 in
Made Ill, Mode III.
Made IV
A: D00066 A: 0.00092
A: 0.00105
8: 0.57 9: 0.5
8: 0.000
C: .253.623 C-521A24
C: -93.6
Ms= 46.8 in-lbs Mm= 46.8 in-lbs
P= 324 lbs P= 529 lbs
P= 299 lbs
Min. Design value: Z= 125 lbs Z= 2121bs Ko= 2.400 Ka= 2.400 Ka= 2.400
Duration Factor: Co= 1.6 Z. 135 lb, Z= 221 lbs Z= 12516s
Allowable Design Value (ZCe): Z.= 199 Ibs/archor
Fastener type: 1/4 ITW Topton Tabulated w,lues
N.O.A. 16-2222.06
Substrate: Hollow block
edge
disWrce
sowing fin)
2.00
4.00
2.00
130
161
4.00
163
202
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 lbs/anchor (per Interpolation when needed)
Fastener type: #10 Self tapping screw
(Calculations per 2015 Aluminum benign Manual, section J.5.5)
Nominal screw diameter: 0: 0.190 in
Screw root area: A,
0.0151 int
Actual edge distance: de: 1.085 in
Screw shear ultimate strength: F.
54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th
Edition
Side member material: Vinyl PVC
Main member material: 6063-T5 aluminum
Thickness: t, 1.000 in
Thickness: to
0.052 in
Ultimate tensile strength: Frn 14 ksi
Ultimate tensile strength: F,,,t
22 ksi
Nominal strength per bearing (side member): Rn = 20tjFwj
AM = 5320 Ibs (Eq J.5-12)
Nominal strength per bearing (Min member): Rn=20t,Fwt
Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn=4.2(te30)3 Fw,
Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength: Rn=A,Fw/1.25
Rn= 654 lbs (Eq J.5-14)
Safety factor: n• 3
Allowable shear and bem•irg capacity: Pm 245 Ibs/anchor
Fosterer type: #10 Self tapping strew
(Calculations per AI5I-5100-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in
Screw shear ultimate strength: Fw
54.0 ksi
Screw root area: A, 0.0151 me
Per table J3.2 of 2010 Steel Construction Manual lath
Edition
Side member material: Vinyl PVC
Main member material: Metal froming
Thickness: tl 1.000 in
Thickness: iz
0.0'"
Ultimate tensile strength: F.� 14 ksi
Ultimate tensile strength: Fe
`���t��
Nominal strength per tilting: Rn=4.2(t,3D)I�F,e
Rn= 1002 lbs (Eq E4.3.1-1)
5 IR L 0
Nominal strength per bearing (side member): Rn = 2.70t,Fw
Rnl = 7182 lbs (Eq E4.3.1-2 and -4)
\\��
\\ _\� • /�i
OTC
Nominal strength per bearing (main memhrr): Rn= 2.70izF„1
Rn2 = 1280 lbs (Eq E4.3.1-3 and-5)
` 'y E N St�'9J3
Nominal screw skean strength: Rn=A,Fw/1.25
Rn= 654 lbs
Safety factor: 0. 3
= *• 0 51 •• * _
Allowobte shear and bearing Pal 218 16s/anchor
t
�
lmuocapacity;
Mfnlmum anahor capvnTy: 145 Ibs/archer,
�=
Note: Anchors with Me least cepachy is usedrorcalculauons to quaglyanchors wuh hignercapat8 .
y
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Luis R. Lomas P.E.
1 of 4 FL No.: 62514
10/10/2017
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L. Roberto Lomas P.E.
1432woodbrd Rd.
Manufacturer. Masonite
LOWSWIe. NC 27023
Report #. 514012A
436688-0809
Date: 10/10/2017
rliomasr�lrlomasoe.conl
Double door with sidelites
800 NP.
37.50
18.76 NP.� 6300T1'P
36.38
18.197YP.—�{
36.38
37.60
6.00
1�
MAX
O.C.
9:25
,L
6.00
3of4
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, STAT 0
04
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E. _
1432 WOWOW Rd. Manufacturer. Masonite
Lemwffle. NC 27023 Report#: 514012A
43443&0609 Date: 10110/2017
rllomas(n�lrlomasce com
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 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1X' 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: HOLLOW/FILLED 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 ATTHE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
9, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/l' UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017