HomeMy WebLinkAboutSET UP-INSTALLATIONS1iil MASONITC,
STORMGUARD FIBERGLASS DOOR UNIT
DOUBLE DOOR WITH 1 WITHOUT SIDELITES
FN RAi NOTE
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING COD: AND WHERE PRESSURE
REQQIREMEWS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES USED.
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:
TFRT nrcr.plannu
SELF IGNTION TEMP
I ASTM 01929 F 752 'F > 65D 'F
1 842 'F > 850 'F
RATE OF BURNING
ASTM D6385 O.SG IN AfIN
1.28 IN MIN
SMOKE DENSItt
ASRA D2843 5},4%
70.22
TENSILE STRENGTH.
ASTM D638 3.2, OIFF
_ 1,8Z OIFF
5, PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
SELF IGNITION TEMP
ASTM D1929
779 'F ? 650 'F
RATE OF BURNING
ASTM D635
O.D IN MIN
SMOKE DENSITY
ANIM D2843
39.0%
TENSILE STRENGTH,
ASTM D636
3,6% DIFF
ry V1lryz Klnli
4500 HOURS ON ARC METHOD i
�I I�' '� Ili ■ I■I
LI J!
SCANNED
BY
149' LAX. OVERAft FME 6PBTH
21" MAX 36,315' MAX.
IF - D.L.O. -' --PANEL WIDTH 37.5' MAX.
W/ASTRAGAL I FRAME WIDTH
a
�E �O 4
Z J G
ll
1
..: ...: ...: .
STRUCTURAL
WHERE. WATER INFILTRATIONWPERFOR~E
IS
DESIGN PRESSURE RATING
REQUIRED TO
BE 15%
OF DSSUREC
IIG
MAX WIDTH
+60.0
ALL OUTSWING
-65.0 O.O
-60.0
INSWING
N A
6LIMPER
+25.0
0 5
_950
2-SERIES
+400
O S
-4
H
T4
+60.0
0 S
-60.0
HIGH
0.0
DAM 0 S
-60.0
X 37.5
OX or XO
]4
]5
+50.5
55.0
-50.5
N A
+25.0
-25.0
+400
-400
+55.0
-50.5
5.0
-505
1125
+50.5
-50.5 +55.0-50.5N
-50.5 +SS.D
-50.5
A
N A
+25.0
+25.0
-25.0
-25.0
+400
+40.0
-400
+55.0
-SD.S
5.06.5OXO
149
+500
-505 +550
505
-4D.0
+55.0
+55.0
-50.5
-50.5
5.0
+55.0
-50.OXXO
-50.5
TABLE OF CONTENTS
HEEL DESCRIPTION
i TYPICAL ELEVATIONS & GENERAL NOTES
2 ANC ORING LOCATIONS 'DETAILS
3 ANCHORING LOCATIONS & DETAILS
�MAIrE
A.
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Q
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r,N.T.S_
ac.KURT EALTIIA70RFLORIDA P.E. 1 OF
3'
SEE DETA
'C'
3.
#8 x 2"
#8 x 2"
r
#10 x 5/8"
#10 x 5/8"
#10 x 2-1/2" #10 x i
#10 x 1"
#10 x 5/8"
DETAIL "C"
• m
DETAI " ASTRA •A)
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
C7-8-i-
INSWING THRESHOL
JLUMPER
1 • 1
• • 1
00
• 1 laaft
1.437-
V
.!/l/dr.1047-
_ •
• • HIGH DAM
• HO
14 QZS lHRESHOl1
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41n• IW sllAcpp[p—
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u
e
N
N
6.
EE DETAIL
131
e co
Ups
Q
O
rz
V1 O
or
Lu 2
rn CCU
O 0) 1—
^2
n H � o
� � JI�� Z Up
ASTRAGAL RETAINER BOLT HOLE
6 UST BE DRILLED THROUGH
i;]OR
HE THRESHOLD & INTO THE
TRUCTURE DEEP ENOUGH A 1.375" THROW
DETAIL I" ASTRAGAL
lif[ WmR 41n' 16/.l S1fdNpFp 0���
uaao' win (w. Isllol.lp �awiiij
.NIT lFy . 41n' Mq SlgMlq®—� .mN IdP.
NfI awe mil' f+'� I moon vw
I� W, SINS I
w
SEE DETAIL
'C' SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, 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. AND #10 TEK SCREWS.
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". TEK SCREW EDGE
DISTANCE MIN 1/2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE.
w
V
a SEE DEL
J'D' SHT.
7
w
0
3
no
io
1.2N I A
_ 0122�5'
SHIM
CL -i I-
TYPICAL MASONRY
ANCHOR INSTALLATION
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.
I. a .\
CL -I 1-
603. 1 1 1 13 6-
II I- 6' 6 _I
LI I
C H
1 1 I I
I I I
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
3-64 I- 4 6•
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" "FULL MORTISE BUTT HINGES.
001- 1'X1 /2' CORRUGATED #IOX2' WOOD SCREW
3' OM EACH END 6' FROM EACH END
' > • t AND 7' OC AND 12" OC
_ 0.25
SHIM Ai raC
CL -I �- CAULK
C;".. ACLAE XC
J_j
CAULK CL
C ANCHORNSTALLATIO COMBINATION
(BOXED) COMBINATION
MULLION (BOXED)
(WOOI D SCREWS
EACH END
INTEGRAL WOOD
MULLION (CHS)
(4) �y10X2-g2'
W09D SCREWS
EACH END
A
INTEGRAL WW
MULLION (CHS)
Q cc)
U
�OJ
c CC
CD
C)
zax
LuU-)U
O O)
O Li
lows W. SWS I
L. Roberto Lomas P.E.
1432woodrord Rd. Manufacturer. Masonite
Lems0te. NC 27023 Report#: 514010A
434-6884609 Date: 10/10/2017
rllomas,al rlomasne. com
Test Report: N/A
Product: Single door 3' x 6'8" (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 place
Fastener type: #10 wood screw
Nominal diameter: D: 0.190 in
Root diameter: or: 0.152 in
Minimum required penetration: p:
1.140 in
Side member: Douglas Fir -Larch (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
Model,,, . Mode I,
Mode It
qm=
636.5 lbs/in qs= 884 lbs/in
A: 0.0DO7
P=
725,61 lbs p= 884 lbs
a: 1.07
Ko=
2.400 KD= 2,400
C+ .427.674
Z„=
302 lbs Z.- 368 lbs
P= 331 lbs
4 = 2.400
Min. Design value: Z= 110 Ibs
Z= 138 lbs
Duration Factor: CD= 1.6
Fastener type: 1/4 ITV/ Tapcon
N.O.A. 16-1222.06
Substrate: Hallow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 155 Ibs/amhor
Fastener ixae: #10 Tek screw
(NOS 2012, NDs 2015, TR12)
Gap:
g:
0.0000 in
Moment arm:
0.0000 in
Screw bending yield strength:
Fts=
80,000 psi
Main member. Spruce-Pine-Fir(6=0.42)
Main member thickness:
tr=
1.500 in
Main member dowel bearing strength:
F=, = 3.350 psi
Main member dowel bearing length:
1.= 1,140 in
Mode 114
Mode III,
Mode IV
A: 0.00096
A:
0.00107
A:
OR0135
8: 0.57
9:
0.5
81
0.000
C:-253.623
C.
.267.699
C:
-93.6
Ms= 46.8 in4bs
Mm=
46.8 in-lbs
P= 297 lbs
P=
319 lbs
P=
263 lbs
KD - 2.400
Ka =
2.400
Ka =
2.400
Z= 124 lbs
Z=
133 lbs
Z=
110 Pus
edge
dbboac.
spacing (in)
2.00
4.00
2.00
130
161
4.00
163
202
when needed)
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z.= 316 Ibsin chor
Minimum anchor capacity: 155 lbs/anchor
Nate: Anchors with Me least capacityis used forcalculadons to qualityanchom with higher cspschy.
Anchor calculations, minimum required anchors
36.38 Design pressure: 85.0 psf
A2 I 79.25
1 of 3
Area
Laad
Ind.
Max'
Anchor
Cap
Load
Zone
(ftr)
(lbs)
ON
O.C.
Result
(in)
(lbs")Qty
(lbs)
A,
2.3
195
N/A
N/A
155
2
98
OK
A2
7.7
656
6.00
18.00
155
5
131
1OK
NN
���'- •��C E NSF 9d'��`�
• 0 51*=
wTATE OF ;
���F•:,ZOR10P• -\,�
IE0G���
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Wo 10N Rd..
LewisNPe. NC 27023
43S688-0809
rllomas o5irlomasoe.com
Anchor Locations:
36.36
18.19
6.00 WP. B.
TYP.
6.000
I
18'
MAX
O.C.
79.25
J_
6.00
2of3
Manufacturer. Masonite
Report #: 514010A
Date: 10110/2017
fL/O��//,�i
`��,•��GENB�:gcPf'
=*• 0 951 •tit=
�70; STATE OF
PFS G,z��
/ONA�tEa��``
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 WM000 Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report # 514010A
4346E&0609 Date: 10/1012017
rtomasroi)Irlomasoe, corn
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"
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
R R U E #10 SMS OR SELF DRILLING
aUHtVvs WI I H 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 1-1/2" 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.
3of3
v•��pEIVS�:giP/F�
*• o 51 •yt=
OTATE OF ;
Luis R. Lomas P.E.
FL No.: 62514
10/1012017
1 of 3
L. Roberto Lomas P.E.
1432 Woodyard Rd. Manufacturer Masonite
L wiswlfe. NC 27023 Report*. 514014A
434-688-0609 Date: 10/10/2017
rllomas(aIrloma sae. con
Test Report: NIA
Product: Single door 3'x6&' (Composite 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 calculatlons 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
sap: 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: F,a=
80.000 psi
Side member: PVC
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: 1,= 1,000 in
Main member thickness: t•=
1.500 in
Side member dowel bearing strength: F„= 10000 psi
Main member dowel bearing strength: Fa„=
3,350 psi
Side member dowel bearing length: 1.= food in
Main member dowel bearing length: 1•=
1.140 in
Mode Imo, Mode I, Mode II
Mode III,,, Mode III,
Mode IV
qm= 636.5 lbs/in qs= 19001bs/in A: 0.0005
A: 0.00066 A: 0.00092
A: 0.00105
P= 725.61 lbs P= 19001bs 8: 1.07
8: 0.57 8: 0.5
8: 0.000
Ka = 2.400 Ka = 2.400 C: .681.799
C: .253.623 C.-521.824
C: -93.6
Z„= 30216s Z,= 792 lbs P= 510 lbs
Ms= 46.8 in-lbs Mm= 46.8
in-lbs
Ka= 2,400
P= 324 lbs P= 529
lbs P= 299 lbs
Min. Design value: Z= 125 lbs Z= 212 lbs
Ko= 2.A00 Ka 2.400
Ko= 2,400
Duration Factor: Co= 1.6
Z= 135 lbs Z. 221
lb. 2= 125 lb,
Allowable Design Value (ZCa): Z'= 199 Ibs/anchor
Fastener type: 1/4 ITV/ Tapcon
Tabulated values
N O.A. 16-1222.06
edge
spve0g (in)
Substrate: Hallow block
tlismnce
2.00
4.00
Minimum embedment: 125 in
2.00
1 230
161
Actual edge distance: 2.50 in
4.00
1 163
202
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 Design Manuel, section J.5.5)
Nominal screw diameter: D: 0.190 in
Screw root area: Ar
0.0151 m2
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: Virryl PVC
Main member material: 6 t53-TS aluninaan
Thickness: t2 1.000 in
Thickness: tz
0.052 in
Ultimate tensile strength: F„o 14 ksi
Ultimate tensile strength: Fmz
22 ksi
Nominal strength per bearing (side member): An=2Dt,Fu,2
Art= 5320 lbs (Eq J.5-12)
Naminal strength per bearing(main member): An 20t2F�
Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn= 4.2(t,3O)212Fnz
Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength: An = A,Fa,/1.25
An = 654 lbs (Eq J.5-14)
Safety factor: a= 3
Allowable shear and bearing capacity: Rm 145 Ibs/archer
Fastener type: #10 Self tapping screw
(Calculations par AISI-SI00-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in
Screw shear ultimate strength: F.
54o ksi
Screw root area: A, 00151 in°
Per table J3.2 of 2010 Steel Construction Manual 14th
Edition
Side member material: Vinyl PVC
Main member material: Metal framing
Thickness: 1: 1.000 in
Thickness: to
^^•" '_
Ultimate tensile strength: F„. 14 ksi
Ultimate tensile strength: Fe
Nominal strength per tilting: Rn= 4.2(,23D)2r$,z
Rn= 1001 lbs (Eq E4.3.1-1)
����«ii/i/%///
�� �,
Nominal strength per bearing (side member): An = 2.7DtiF,l
Art = 7182 lbs (Eq E4.3.1-2 and -4)
\" \� . • .
Nominal strength per bearing(main member): Rn=2.7Dt2F,a
Rn2= 1280 lbs (Eq E4.3.1-3 and-5)
�� ••�GE�S 9s/�i
Nominal screw shear strength: Rn=A,Fa/1.25
Rn= 654 lbs
•e
Safety factor: n= 3
�'• rs QJ51
Allowable shear and bearing capacity: P. 218 Ibs/anehor-
w
Minimum anchor capacity: 145 lbs/anchor
C
TAT j- 0 F
Note. Anchors with the least capacity Is used forcakulafions to qualityanchors with highercapack y.
�� • • ��
��F•.'c.��R1aP.
NOV.
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd,
LeWSIX.. NC 27023
434.68M609
rl lorna6(O7lrinma50e. corn
Manufacturer. Masonite
Report# 514014A
Date: 10/10/2017
Anchor calculations, minimum reaulred anchors
36.39 Design pressure: 85.0 psf
f
M
79.25
Anchor Locations:
2of3
Zone
Area
z
Load
(Ibs)
Ind
(in)
Max.
O.C.
(in)
Anchor
Result(ft)
Cop.
(Ibs)
Cl�
Lead
(Ibs)
A,
2.3
195
N/A
1 N/A
145
2
98
OK
Az
7.7
656
6.00
I8.00
145
5
131
OK
36.38
16.19
6.00 T'P. 8.00 NP.
1
6.00
A-
6.00
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Wwdrer Rd,
Lewisville. NC 27023
Manufacturer. Masonite
Report #. 514014A
434-688.0609 Date: 10/10/2017
rllomas%llrlomasoe. 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 MASONRYICONCRETE.USE 114" 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: 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 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 MASONRYICONCRETE 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 1-112" 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