HomeMy WebLinkAboutSET UP-INSTALLATIONI11 MASONITE.
FIBERGLASS DOOR UNIT
6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES
ENS+ERRAL N*�S
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. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND—BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED
ON PANELS WITH NON —IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
•rcr n
SELF IGNITION TEMP
ASTM D1929
752 'F > 650 'f
842 'F > 6S0 'F
RATE OF BURNINGI
ASTM D635
1 0.56 IN MIN
1 1.28 IN MIN
SMOKE DENSITY
ASTM D2843
53.4%
70.2%
TENSILE 5MENGTHO
ASM DOS
32% DIM
1.8% DIFF
B. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
�I ' ■ ,■ ■I � - lil li
14Y MNf. MV L PKAME WIDTH
21" MAX 36.375" MAX.
{— D.L.O. —I PANEL WIDTH 37.5" MAX..
!1 W/ASTRAGAL FRAME WIDTH
I
1
m
m
� CS
W
J
LLL--
SCANNED
BY
St. Lucie County
&je i.49 cuLO N.T.S.
� nwG er: SW!
q1K 9Y:
KURT BALTWOR HRAwiHc No.
FLORIDA P.E. pLyp_1yA_TypfB:
156533
6HM T w
6'3• SEE DETAIL 3- 1I��1II— 6'
3• G I 3 •� G 3� G I
SEE DETAIL
.D•
I I I
I �6 6'�
6• 6'�
I I I I
-
-
w
a
N
q
—
J
w
L,it
3'6.
3" -� F
#8 x 2"
#8x2"
d
3' 3• 3" 3'
6" SEE DETAIL 3• 6' #8 x
•r ALtlBM,emI6J!
JJ10 x 5/8" � c
#10 x 5/8"
#10 x 2-1/2" #10 x 1
#10 x 1"
#10 x 5/8"
D AI " " ASTRa ,A
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
a
f`
n�
n
EE DETAIL
M
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
Qi FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DETAIL "C" m�'• �"' n"°�"°'m o[cmAmc vmrt a,»• Iva siw¢nam o¢m.,,nr o�i
DETAIL "D" ocm swv M+,suo,Ap (rom,.9 mvr sole oA" o-,mu6 tevsnuy
nm• wn s:ro mom I.mu mv. a,s"• ma sieacnar® ..2C mv.
.L 10.962'
a
1.375' 1 � 1.437'
T T T
INSWING THRESHOLD BUMPER O/S THRESHOLD HE—QZS-IH8E5HOLD
TYPICAL GLAZING DETAIL Im —T
.BRM1 fLNY. M 1f°f4�4p1/aCFA �q RNA GLAZING MA DM1cENTAWI
IMPACT RATED GIMPACT RATED
1.462' 175'2�jj1'047-
"r
'e mv.
1.4 7
T T T' mif-:
Z—SERIES O/S THRESHOLHIGH DAM O/S THRESHOLD 14Q/S THRESHOLD ALTERNATE GLAZINn DETAI
NON -IMPACT GLAce NON-IM_.CT QLAS
SWS
c
w
a SEE DEU
y 'D' SHT.
3'
N
e
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.
1 2I5' ., • _ E 2. 4" X 4" FULL MORTISE BUTT HINGES.
_ 0.25"
MAX 1'XI/2' CORRUGATED p10X2" WOOD SCREW
LPH SHIM _ 3' FROM EACH END 6" FROM EACH END
I
1L1iN 't AND 7' OC AND 12' OC
CL —1-
.�,., > — RR RyL
• S auTEK �—
CL — — CCAAfUI '
TYPICAL MASS ONRY „; aLATEX
ANCHOR INSTALLATION CAULK CL
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1 so' ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
as
SEE DETAIL
'C' SFIT. 2
SEE DETAIL — 3.
'E' SHT. 2 lL
3"
T,
6'
IL 3'
3'
SEE DETAIL
'F' SHT. 2 6"
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'.
0.
THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN — MAX' (3%& SCREWS•
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM
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.
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
EACH END
INTEGRAL WOOD
MULLION (CHS)
(4�00IOXD SCREWS
EACH END
0
INTEGRAL WW
MULLION (CHS)
er
OF
L. Roberto Lomas P. E. `-
1432Woodront Rd.
Lewisville, NC 27023
Manufacturer. Masonite
Report It. 514010A
434-688-0609
Date: 10/10/2017
rllomasnD ldomasoe.com
Test Report: N/A
Product: Single door 3' x 68" (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 Weer gap:
a. With threads present in shear plane
Fastener type: 010 wood screw
(NDS 2012, NOS 2015. T1112)
Nominal diameter: be 0.190 in
sop: g: 0.0000 in
Root diameter: Or: 0.152 in
Moment arm: ODODO in
Minimum required penetration: p: 1,140 in
Screw bending yield strength: Fp= 80.000 psi
Side member: Douglas Fir-Lorch(6=0.50)
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,.= 4,650 psi
Main member dowel bearing strength: F-= 3,350 psi
Side member dowel bearing length: I. = 1.000 in
Main member dowel bearing length: IT = 1.140 in
Mode I.
qm= 636.5 lbs/in
P= 725.61 lbs
Ka = 2.400
4= 302 lbs
Mode I.
qs= 884 lbs/in
P= 884 lbs
4 = 2AOO
Z: 368 the
Min Design value: Z= 110 lbs
Made II
Mode III=
Mode IR,
Mode IV
A: 0.00135
g: 0.000
C: -93.6
P= 263 lbs
Ke = 2.400 Ka = 2.400
Duration Factor: Co = 1.6 Z= 124 lbs Z= 133 lbs Z. 110 Ills
Allowable Design Value (ZQ: Z.= 175 lbs/anchor
Fastener type: 1/41TW Topcon Tabulated values
N.O.A. 16-1222.06
Substrate: Hollow black
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
A: 0.0007
8: 1.07
C:-427.674
P = 331 lbs
Ko = 2.400
Z. 138 Ibs
A:
0.00096
8:
0.57
C
-253.623
Ms =
46.8 in-lbs
P =
297 lbs
Ko=
2.400
A:
0.00107
8:
0.5
C:
-267.699
Moo =
46.8 in-lbs
P =
319 Ibs
edge
(lN
Actual C To C spacing:
3.00 in
Albwablc Design Value:
Z"= 135 lbs/anchor (per Interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 6A, Steel
Tabulated design value:
Z= 1266 lb,
Safety factor:
Fs= 4
Allowable Design Value (ZFa):
Z.= 316 lbs/anchor
Minimum cachor capacity: 155 lbs/anchor
Note: Anchors with the least capachyls used for
calculagons to quaRlyenchors with highereapachp.
Anchor calculations, minimum required anchors
36.38 Design pressure: 85.0 psf
�f
R1A21
79.25
1 of 3
Max.
Archer
Area
Land
Ind.
Cap.
tity
Load
Zone
(ftt)
(Ibs)
(in)
O.C.
Result
(in)
abs)
abs)
A,
2.3
195
N/A
N/A
1 155
2
98
OK
At
7.7
656
6.00
18.00
155
5
131
OK
N 11�1 11L I%��l�i
•��C E N S�:9cP�'r±
* •_
• 0 51 *_
_ .�
•
TAT OF
s/ONAl1?G`�\
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E.
1432 Wcod/ord Rd Manufacturer: Masonite
Lemslne. NC 27023 Report* 514010A
434-68&0609 Date: 10/10/2017
rllomas(c Iriomasoe.com
Anchor Locations:
6.001YP.
6.00
t 6°
MAX
O.C.
79.25
i
6.00
2of3
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 W000roWRa.
Manufacturer. Masonite
LOWSWIIe. No 27023
Report # 514010A
0. 4-68MW9
Date: 10110/2017
r1lomas,51domasoe. 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"
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 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2"
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 (.046) 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 MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-12" 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
\\\`\S0//'
•�.�G'ENSF9s���
*• 0 51
pTATE OF0.
4.
�Z�FS,, G�\�.
�s/ONA11i?��x
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P.E. �-
1 of 3
1432 Woodford Rd.
Manufacturer: Masonite
Lewisyine, NC 27023
Report #: 514014A
434-688-0609
Date: 10/1012017
r0omaseldomasoe.com
Test Report. NIA
Producf: Single door 3'x6'8" (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 calculations comply Wth requirements of the\Flodda Building Code.
Anchor capacity in shear condition:
Sold members w/ d w/art gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(Nos 2012, NOS 2015. TR12)
Nominal diameter: D: 0.190 in
Gap: g: 00000 in
Root diameter: or: 0.152 In
Moment arm: O.D000 in
Minimum required penetration: p: 1.140 in
Screw bending yield strength: F,wz 60,000 psi
Side member: PVC
Main member: Spruce-Pine-Fir(Cr0.42)
Side member thickness: t,= 1.000 in
Main member thickness: too= 1,500 in
Side member dowel bearing strength: F„= 10,ODO psi
Main member dowel bearing strength: F,a= 3,350 psi
Side member dowel bearing length: I, = 1,000 in
Main member dowel bearing length: Ina = 1.140 in
Made In Mode I, Made II
Mode III. Made III, Made IV
qm= 636.51bs/in qs= 1900 lbs/in A: 0.0005
A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 lbs P= 190016s 8: 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
Zoo= 302 lbs Z,= 792 lbs P= 5101be
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= 2.400 Ka= 2A00 Ko= 2AOO
Duration Factor: Ca 1.6
Z. 135 the Z. 221 His Z= 125 lb.
Allowable Design Value (ZCo): Z.. 199 Ibs/archar
Fastener type: 1/4 ITW Tapcm
Tabulated values
N.O.A. 16-1222.06
edge
spac' (in)
Substrate: Hollow block
distarce
2.00 4.00
Minimum embedment: 1.25 in
2.00
130 161
Actual edge distance: 2.50 in
4.00
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 Manual, section J.5.5)
Nominal screw diameter. D: 0.190 in
Screw root arm: Ar 0.0151 in'
Actual edge distance: de: 1.085 in
Screw shear ultimate strength: Fe, 54.0 ksi
Per table J3.2 of 2010 Steal Construction Manual 14th Edition
Side member material: Vinyl PVC
Main member material: 6063-T5 aluminum
Thickness: to 1.000 in
Thickness: tc 0.052 in
Ultimatetmsilestrength: Fnu 14 ksi
Ultimate tensile strength: F,.c 22 loci
Nominal strength per bearing (side member): Rn=2Dt,F,�,
Art- 5320 lbs (Eq J.542)
Nominal strength per bearing (main member): Rn=2DtzF,.z
Rai! = 435 lbs (Eq J.5-12)
Nominal strength per tilting: An= 4.2(te3D)1`oF,.2
Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength; An=A,F„/1,25
An 654 lbs (Eq J.5-14)
Safety factor. n= 3
Allowable shear and bearing capacity: Pa 143 Ibs/amhor
Fastener type: #10 Self tapping screw
(Calculations per AISI-SI00-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in
Screw shear ultimate strength: Fa 54.0 ksi
Screw root arm: Ar 0.0151 inz
Per table J3.2 of 2010 Steel Construction Manual lath Edition
Side member material: Vinyl PVC
Main member material: Metal framing
Thickness: t, 1.000 in
Thickness: t2 -A.
Ultimate tensile strength: F., 14 mi
Ultimate tensile strength: F.z
Nominal strength per tilting: Rn=4,2(tz°D)OF,a .
\\
An = 1001 lbs (Eq E4.3.1-1) \ R. L /
O'Q�
Nominal strength per bearing (side member): An = 2.7D1,F,,,
Ad - 7182 ibs (Eq E4.3.1-2 and -4) \� J\� .• ♦�
•\C
Nominal strength per bearing (main member} An = 2.7Dt,Fw
Rn2 = 1280 lbs (Eq E4.3.1-3 and -5) • ENS
� %
Nominal screw shear strength:Rn=A,F„,/1.25
•
An 6"lbs • 4C �_
Safety factor a= 3
_�
*• 0 51 = * S
Allowable shear and bearing capacity: P. 218 Ibs/archor
145Ibs/archor
Minimum aced
`�
TATE OF • ��
Note: Anchors with N¢ feast <¢pacay Is used for calcu180¢ns ro quality enGhors with
for calculations
/nlghar capacity. ��O •
is�ONAl0\�``
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonite
Lewis✓ille, NC 27023 Report # 514014A
434-688-0609 Date: 10/1012017
r1lomas,'30 lomasoe. corn
Anchor calculations. minimum reauiredonchom
36.38 Design pressure: 85.0 psf
—f
� 2
I
79.25 AM I
Anchor Locations:
79.25
2of3
Zone
Area
(ft')
Load
(Ibs)
Ind.
(in)
�'
O.L.
(ln)
Anchor
Result
Lap.
(Ibs)Qty
Load
Obs)
A.
2.3
1 111
N/A
N/A
145
2
98
OK
At
7.7
656
6.00
18.00
145
5
131
OK
36.38
8.19
6.00 TYP. 6.00 TYP.
1
6.00
18'
MAX
O.C.
L
i
6.00
�\1R I I
`v\SLD
\ ,?%r, E V0��-�Y
�70 ; TAT OF trr�
FS :.Z ORIQP G����
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 WoWord Rd.
Manufacturer. Masonite
Lewisv le, NC 27023
Report #: 514014A
434-688-0609
Date: 10/10/2017
rllpmaSwlrIomaspe. cam
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 112"
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 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112"
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 112" 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 MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-112" 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
\\`\\\5 1k I IL 0�1////i
•��GENSFgcP�y
*• 0,t 51 ••*=
oTAT E OF
�0260•
�i,�/ /JONAL1����`�
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017