HomeMy WebLinkAboutNOA-WOODSH-300
IMPACT INSULATED
GLASS
70 DP ANCHOR TABLE
Window. Window
Number of Anchors
Across
Desiggn
Desi n
Width. Height
cross
Head 8 Sill Jambs
reassure
Neg.
Fressre
P-
24.000
24.000
24.000
24.000
24.000
36.000
48.000
60.000
72.000
75.000
2
2
2
2
2
3
4
5
6
6
-70.00
-70.00
-70.00
-70.00
-70.00
+70.00
+70.00
+70.00
+70.00
+70.00
36.000
36.000
3
3
-70.00
+70.00
36.000
48.D00
3
4
-70.00
+70.00
36.000
60.000
3
5
-70.00
+70.00
36.000
72.000
3
6
-70.00
+70.00
36.000
75.000
3
6
-70.00
+70.00
52.000
36.000
4
3
-70.00
+70.00
52.000
48,000
4
4
-70.00
+70.00
52.D00
60.000
4
5
-70.00
+70.00
52.000
72.000
4
6
-70.00
+70.00
52.000
75.000
4
6
-70.00
+70.00
ANCHOR DETAILS
APPLICATION
ANCHOR
EDGE DIST.
MIN.
EMBEDMENT
MAX. SHIM
SPACE
MASONRY W/1 BY WOOD BUCK
3116" CONC
2.5"
1.25"
0.25"
MASONRY W12 BY WOOD BUCK
#10 WOOD
1.5"
1.50"
0.25"
MASONRY
3116" CONC
2.5"
1.25"
0.25"
IC
0.25"
2 BY WOOD FRAMING BUCK
#10 WOOD
1.5"
1.50'
(1) CALCULATIONS DERIVED FROM TESTED UNIT
Digitally
DH-500 TEST REPORT # NCTL-110-14896-1,2,3,4,5
signed by
NAMI # NIO11055.
(2) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE,
MarkSmith
NOT TOTAL QUANTITY.
"":s
Date:
(3) MAX. SPACING AT HEAD CORNER IS 6".
2021.09.27
4 MAX. SPACING AT JAMB CORNER IS 6".
°j"µ^`P°
08:55:35
MAX. SPACING ACROSS HEAD AND SILL IS 12".
�5
6; MAX. SPACING ACROSS JAMBS IS 13'.
-04'00'
NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH ED. (2020).
(2) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING
SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER
THAN 1/16" IS PRESENT.
3 WINDOW MATERIAL : PVC.
4 3/16" DIA. CONCRETE SREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A
MIN. EMBEDMENT OF 1 1/4"INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK OR A MIN,
EMBEDMENT OF 1 1/4"INTO SOLID WOOD FOR 2 X BUCK OR WOOD FRAMED OPENINGS
(GREATER THAN 1 3/8" THICK).
(5) ALL FACTORY APPLIED HOLES IN FRAME MEMBERS NOT DESIGNATED FOR CONCRETE
SCREW ANCHORS SHOULD BE FILLED WITH #10 SCREWS OF SUFFICIENT LENGTH TO
ACHIEVE A MIN. EMBEDMENT OF 1-1/2" INTO WOOD BUCK.
(6) USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF
WINDOW.
(7) WHEN INSTALLING INTO STEEL OR ALUMINUM, J10 SMS MUST HAVE SUFFICIENT LENGTH
SO THAT THERE IS FULL THREAD ENGAGEMENT THROUGH THE METAL.
(8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER
WINDOW FOR ANCHOR QUANTY.
(9) GLASS COMPLIES WITH ASTM E-1300 GLASS CHART REQUIREMENTS.
INSULATED GLASS/LAMINATED: 1/8" ANNEALED X .090 PVB X 1/8' ANNEALED
7/16 AS X 1/8 ANNEALED 7/8 OAT.
(10) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL
OR COATING.
(11) NOT ALL CONFIGURATIONS LISTED ON ANCHOR CHART ARE SHOWN ON THIS
DRAWING. HOWEVER, INSTALLATION SECTION A -A & B-B APPLY TO ALL CONFIGURATIONS.
WINDOWWIDTH
EXTERIOR ELEVATION
1/8' ANNEALED GLASS
2 LITES 1/8' ANNEALED GLASS
090 KURARAY TROFISOL PVB INTERLAYER I
} 0.50' GLAZING BIT
DOW CORNING 995
STRUCTURAL ❑
WINDOW SILCDNE SEALANT ..IMPACT INSULATED GLASS
HEIGHT j SETTING BLOCK GLAZING DETAIL
(NSB SSD X X 1)GLAZING
WINDOW CRAFTSMEN, INC.
6031 CLARK CENTER AVE.
SARASOTA, FLORIDA 34238
WOOD FRAM
9/21121
GLASS VINYL SINGLE HUNG
WINDOW INSTALLATION INSTRUCTIONS FOR
NOTES AND ANCHOR SPECIFICATIONS
FBC 7TH ED.
9102120
INTERLAYER
s 3a1s
ENGINEER: MARK A. SMITH
ORANTI BY: MA$
DATE: 03125/12
FBC 6TH ED.
DUPONT
8124117
1/31116
DISCIPLIN
�' N.T.S.
M NO.
WCI-VS"
FBC 5TH ED.
9/27115
FL REG. NO.:
O: 5
55511
REV. LETTER
F
HEET
1
MARK A. 8MI I H. Y.E. 3T38 KINGSWOOD DR., SARASOTA, FL. 34232 PH 941-993-9620
MIN. EMBEDMENT
CONCRETE OR MASONRY
CAULK BETWEEN WOOD
Q
OPENING BY OTHERS
BUCK AND OPENING BY
OTHERS
4
G
MIN, EDGE DISTANCE
INSTALLATION ANCHOR
4
CAULK BETWEEN 2.$00
&IV DIA. CONCRETE
WOOD BUCK AND
OPENING BY
SCREWANCHOR
OTHERS p p
p
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°
�
D �IN. EMBEDMENT
D
4
1' BY WOOD BUCK
(OPTIONAL)
4 -
Q
EXTERIOR FINISH_
BY OTHERS
PERIMETER CAULK
BY OTHERS
MAK SHIM
'� O
\\`
SPACE
WINDOW FRAME
HEAD
BILL o
PERIMETER CAULK
BY OTHERS
EXTERIOR FINISH
By OTHERS
D
o °
a: D D,
•. p
CONCRETE OR MASONRY
OPENING BY OTHERS
WINDOW
HEIGHT
MAX SHIMI
SPACE
IiPIInpL:' WOOD BUCK
SECTION B - B
WINDOW WADTH . D
D
MAXAX
SHIM
SPACE D
D
D
D
. -
• D Z�
D MIN. EDGE
DISTANCE
Q D
o
WINDOW WIDTH
B—
y
A
WINDOW
HEIGHT
(8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
ANCHOR QUANTY. A
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. j
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES (PER COMPARATIVE ANALYSIS) AND
ANCHOR QUANTITIES.
B� I
EXTERIOR ELEVATION
WINDOW CRAFTSMEN, INC.
6031 CI ARK CENTER AVE
PERIMETCA=
— ER BY OTHERS SECTION A -A
FINISH
NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020).
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX
ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116• IS PRESENT.
(4) 3/16" DIA. CONCRETE SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.
EMBEDMENT OF 1 1/4• INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK
(5) FOR MAX ALLOWABLE SPACING OF 3/16" DIA. CONCRETE SCREWS SEE SHEET 1.
(6) CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH
SEALANT MANUFACTURERS RECOMMENDATIONS.
(7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
rNWE WOW BUCK NOT REQUIRED
SARASOTA, FLORIDA �23B
1.250 MIN. EMBEDMENT
Digitally
TITLE SH3001MPACT INSULATED
GLASS VINYL SINGLE HUNG
—1
signed by Mark
g
\ CAULK BETWEEN WOOD
LICK AND OPENING BY
"pgllllaµr;"�,,
Smith
WINDOW INSTALLATION INSTRUCTIONS FOR
OTHERS
4,y
MASONRY WITH 1 BY WOOD BUCK
'aaZ�LL• =
Date:
ENGINEIIi MARK A. SMITH:
MAS tE 01131/12
INSTALLATION ANCHOR,
'�q?'''M1 �••
2021.09.27 4
C FBC7TH ED.
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910220
DISCIPUNE.OML
N.T.S.-�WCEVSH=
3116' DIA CONCRETE
SCREW ANCHOR
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B FBC 6TH ED.
8R4)17
FL REG. P10_
REV, LETTER EET
SEE ANCHOR TABLES
_
08:55:55
A FBC 5TH ED.
927/15
55511
C 2
-n4lnnl
PREPARED BY MARK SMITH, 3738 KINGSWOOD DRNE, SARASOTA, FL 34232 PH. 941-99.MM
CONCRETE OR MASONRY
OPENING BY OTHERS
CAULK MOD
OD
BUCK AND OPENING BY
OTHERS
MIN. EDGE p pDISTANCE
CAULK BETWEEN `S` G
WOOD BUCK AND INSTALLATION ANCHOR
OPENING BY D • e • p f9WOOD SCREW
OTHERS D
D •
•
MIN. EMBEDMENT
MAX.
WINDOW WIDTH Q D
SPACE p
IMPACT
INSULATED GLASS
Iwo 4
1.5W MIN. ED EDI
By OTHER FINIS ° I IMIN. EMBEDMENT
er OTHERS — JI-11.
PERIMETER CAULK 4
BY OTHERS PERIMETER CAULK
BY OTHERS
WrNDOWFRAME SPPAACEHIM • ' • SECTION A -A
HEADEXTERIOR FINISH
BY OTHERS
NOTES:
uuTEDG Ass (1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020).
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.
ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT-
(4) #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN_
WINDOW EMBEDMENT OF 1 1/2" INTO 2 X WOOD BUCK
HEIGHT (5) FOR MAX. ALLOWABLE SPACING OF #10 WOOD SCREWS SEE SHEET 1.
(6) CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH
SEALANT MANUFACTURERS RECOMMENDATIONS.
(7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
(8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
WINDOW FRAME ANCHOR QUANTY.
SILL (9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING_
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QUANTITIES.
PERIMETER CAULK MAX. SHIM
BY OTHERS SPACE
EXTERIOR FINISH
BY OTHERS
Digitally signed
WINDC
by Mark Smith
6031 C
•e n D �MIN.EMBEOMENT =•� f:�= Date: SARAS
p • D • • I 1.250 at, aMTEa t�
• n SR
2021.09.27 7rr� GU
CAULK BETWEEN WOOD11 08:56:21-04'00' ""� UUL AND OPENING BY wI
CONCRETE OR MASONRY OTHERS ENGMEER A
OPENING BY OTHERS
INSTALLATION ANCHOR,
fI0 CONC. ANCHOR C I FBC 7TH ED. 9020 IXSCIPuNEC1
SECTION B - B e Fec 6TH ED. W4117 FL REG. NO.:
A FBC 5TH ED. 9l27/15
D
DD
Q D
F' WANDOWWADTH
i
A
I
WINDOW
HEIGHT
j I II
JI i
1 I
BJ I.
EXTERIOR ELEVATION
PREPARED BY MARK SMITH, 3738 KINGSWOOD DRIVE, SARASOTA, FL 34232 PH. 941-993.962B
1.250� WINDOW WIDTH
CONCRETE OR MASONRY
OPENING BY' OTHERS MAX..
SHIM
SPACE - D
MIN. EDGE DISTANCE INSTALLATION ANCHO , Q
2.5W —7 111' D A. CONCRETE
SCREW ANCHOR
D• 1e D• D• d O� r
p . D
e • e a 1.2so °• a D D 2`i9
e' D• I • e D I rIN. EMBEDMENT ^ D MW. E
D .
•o? °D6TA1
EXTERIOR FINISH Q 1
BY OTHERS IMPACT
PERIMETER CAULK° �� : ERIMETERCAULK INSULATED GLASS
BY OTHERS MAX. SHIM BY OTHERS
SPACE
WINDOW FRAME �BYOTHERFINISH SECTION A -A f — WINDOW WIDTH —I
HEAD
NOTES: B
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020). `l _
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS REQ'0 AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX
ALLOWABLE SHIM STACK TO BE 1W'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT.
(4) 3116- DIA. CONCRETE SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. A
EMBEDMENT OF 1 114' INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK
(5) FOR MAX. ALLOWABLE SPACING OF 3/16' DIA. CONCRETE SCREWS SEE SHEET I. I
(6) CAULK BEHIND FLANGE WITH LATEX CAULK APPLICATION OF LATEX CAULK MUST COMPLY WITH I WINDOW
SEALANT MANUFACTURERS RECOMMENDATIONS. F♦F1GHi
WINDOW (7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
HEIGHT CONTROL GALVANIC CORROSION.
I (8) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
R ANCHOR QUANTY. <i'
WINDOW FRAME (9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. IL
I A
of J ! i A
SILL (10) SEE SHEETS 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR OUANTITIES.
MAX. SHIM
PERIMETER CAULK SPACE J
BYOTHERS 2,11 8—
EXTERIOR FINISH EXTERIOR ELEVATION
BY OTHERS
• e e
,>., WINDOW CRAFTSMEN, INC.
'e o D • i p 1.250 Digitally signed
\\\\111111111///
IN. EMBEDMENT ;;,°..:;.• 6031 CLARK CENTER AVE.
• b Mark Smith
Y SARASOTA, FLORIDA 34238
°• p • D ` moo; s Arzar to
Date:2021.09.27 TITLE SH-300IMPACT INSULATED
��'•
e e INSTALLATIONANCHOR 114'D0. i a2oniDy'.F: GLASS VINYL SINGLE HUNG
SE�AFRicr�aR TABLES '''i�M�tlt�\\�`� 08:56:37 -04 00 WINDOW INSTALLAl10N INSTRUCTIONS IN
CONCRETE OR MASONRY MASONRY
OPENING BY OTHERS
ENGINEER: MARK A SMITH D
RAWN BY: MA$ TE 01/31112
C !C ! FBA 9220 DIsaPGNE:CML !q�'I-VSH
N.T.S.
SECTION B ' B B 1 FBC 6TH ED. 8124/17 RL REG. NO. HEFT
A 1 FBC 5TH ED. 927115 55511 C 4
PREPARED BY MARK SMITH, 3738 KINGSWOOD DRIVE, SARASOTA, FL 34232 PK 941-a9&962(
ALUMINUM FRAMBY
PER 2010 F.&C.
PERIMETER
BY OTHERS
I BY OTHERS
SECTION B - B
�WnNDowWnDTH •�
M� IM
INSTALLA
012 TEK S
ALUMINUM FRAMING BY OTHI
AS PER 2010 F.B.C.
INSTALLATION ANCHOR
012 TEKCREW
V MIN
EDGE DIST.
MW PERIMETER CAULK J / \-� P41MgFRAMING BY OTHERS
kk HIM
SECTION A - A J
PACE BY OTHERS
PERIMETER cAlxx
BY OTHERS
WINDOWWDTH —_
B --
NOTES:
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020)
(2) WINDOW MATERIAL: PVC.
W
(3) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX.
ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT.
(4) INSTALLATION ANCHORS, #12 TEK SCREWS MUST BE SPACED 6" MAX FROM CORNERS
LW WITH SUFFICIENT LENGTH TO HAVE FULL THREAD ENGAGEMENT THROUGH FULL STEEL THICKNESS MIN.063"—'
I WINDOW
HEIGHT
TT (5) CAULK BEHIND FLANGE WITH LATEX CAULK. SEAL ALL MAINFRAME CORNER SEAMS BEFORE INSTALLING FRAME,
I I
APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS.
(6) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
L )
I
CONTROL GALVANIC CORROSION.
! A
(7) POSITIVE D.P. IS LIMITED BY WATER PRESSURE, NEGATIVE D.P. IS LIMITED BY 1.5 TIMES TESTED D.P.
L
(6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
ANCHOR QUANTY.
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
_
-T -- - 1—
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHORE QUANTITIES
B —
EXTERIOR ELEVATION
Digitally
glMark
by Sm thsignee
EKSCREW INSTALLATION ANCHOR = '•�=
pate:
2021.09.27
�i
RING BY OTHERS 'rrmmua�l
08:56:53-041001
C F_BC 7TH5920--,15
IA FBI: STHED.
MARK [MITE -917YR KIN!_CWf n n— —A-qn- P —7 RH 9A1AYi9BN1
MIV EDGE
CAULK BETWEEN
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OPENING 8r
OTHERS
PERIMETER
BY OTHERS
HEAD
WINDOW FR/
SILL
PERIMETER
BY OTHERS
`MOOD FRAMING
OPENING BY OTHERS
FRAMING \
IS BY OTHERS
CAULK BETWEEN WOOD
BUCK AND OPENING BY
OTHERS
INSTALLATION ANCHOR,
010WOOD SCREW
EMBEDMENT
MIN. EMBEDMEM
WINDOW WIDTH
MAX. SHIM
SPACE
IMPACT
INSULATED GLASS
PERIMETER CAULK
• ° .. BY OTHERS
MAX. SHIM
SPACE SECTION A - A
�EXTER? r
WINDOWWIDTH•-1
BY OTHERS
go I
NOT S:
SULATED GLASS O) TH PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDMON (2020). 8�
(2) WIDOW MATERIAL :PVC. MAX.
�
(3) SH AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. _____—��
ALLO BLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT.
HEIGHT q
(4) #1 ODD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. A
WINDOW EMBE ENT OF 1 1/2" INTO 2 X WOOD BUCK
(5) FO AX. ALLOWABLE SPACING OF #10 WOOD SCREWS SEE SHEET 1.
(6) CA K BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH WINDOW
SEALA MANUFACTURERS RECOMMENDATIONS. I HEIGHT
(7) AN PROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTR GALVANIC CORROSION. II f
I (8) IF CT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
1 ANCHO UANTY.
(9) ALL I TALLATI ON ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. A
(10) SEE EET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QUANTITIES.
MAX. SHIM
SPACE
5 B
EXTERIOR ELEVATION
Digitally WINDOW CRAFTSMEN, INC.
signed by 6031 CLARK CENTER AVE.
i --7MIN.EMBEDMENT u'' MarkSmith SARASOTA, FLORIDA 34238
».••+= T SH-300 IMPACT INSULATED
Date: GLASS VINYL SINGLE HUNG
cAL KBETWEENw000 7J�j (� T WINDOW INSTALLATION INSTRUCTIONS FOR
LICK AND OPENING BY �'�i�aj'1 W��- � 2021.09.27
,,�'10MAL aeo° WOOD FRAME WITH 2 BY WOOD BUCK
OTHERS gylmnnla I ENGINEER: MARK A. SMITH PRAWN BY: MAS PATF 01/31/12
INSTALLATION ANCHOR, 08:57: 1 1
I10 CONC. ANCHOR DISCIPLINE N.T.S. A'0i
-041001 CIVIL WCI-VSH003
SECTION B - B FL REG. NO.: 55511 REV. LETTER: EET 6
A ADDED SHEET. 9/2021
PREPARED BY MARK SMITH, 3738 KINGSW'OOD DRIVE, SARASOTA, FL 34232 PH. 941-993-9620