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SH-300 IMPACT INSULATED GLASS
70 DP ANCHOR TABLF_
Number of Anchors DesI n Desipn
Window. Window Across cross T�ure reF-ssure
Width. HelGht Head & Sill Jambs Naa, POS.
24.000
24.DOO
24.000
24.000
24.000
3&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.D00
3
3
-70.00
+70.00
36.000
48.000
3
4
-70.00
+70.00
36.000
60.000
3
5
-70.00
+70.00
36.OD0
72.000
3
6
-70.00
+70.00
36.000
75.0W
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
52.000
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
X. SHIM
S
EMBEDMENT
-MASONRY W11 BY WOOD BUCK
3116" CONC
2.6'
11.25'
0.25"
MASONRY W12 BY WOOD BUCK
#10
.5'
1.50"
0.
MASONRY
3116" CONC
2.5"
1.26"
0.25"
METAL
#12 SMS
0.75"
.045" (THICK)
0.25"
2 BY WOOD FRAMING BUCK
#10 WOOD
1.5"
1.50"
0.25"
VOTES ON ANCHOR CALCULATIONS:
:1) CALCULATIONS DERIVED FROM TESTED UNIT
OH-500 TEST REPORT # NCTL-110-14896-1,2,3,4,5
NAMI # N1011055.
:2) THE QUANTITY OF ANCHORS ARE FOR EACH SIDE,
JOT TOTAL QUANTITY.
3) MAX. SPACING AT HEAD CORNER IS 6".
4Sj) MAX. SPACING AT JAMB CORNER IS 6".
5 MAX. SPACING ACROSS HEAD AND SILL IS 12".
6 MAX. SPACING ACROSS JAMBS IS 13'.
Digitally
signed by
MarkSmith
Date:
2621.09.27
08:55:35
-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, 110 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 do B-B APPLY TO ALL CONFIGURATIONS.
WINDOW WIOTH 1/8' ANNEALED GLASS
2 LITES 1/8' ANNEALED GLASS
090 KURARAY TROFISOL PVB INTERLAYER
0.50' GLAZING BIT
DOW CORNING 995
STRUCTURAL
WINDOW SILC13NE SEALANT �tA1FACT INSULATED GLASS
HEIGHT b SETTING BLOCK - GLAZING DETAIL
(NSB 85D b X X 1)GLAZING
WINDOW CRAFTSMEN, INC.
6031 CLARK CENTER AVE.
SARASOTA, FLORIDA 34238
EXTERIOR ELEVATION
WOOD FRAME
9MI21
GLASS VINYL SINGLE HUNG
FBC 7TH ED.
9102rm
WINDOW INSTALLATION INSTRUCTIONS FOR
INTERLAYER
9130119
NOTES AND ANCHOR
SPECIFICATIONS
ENGINEER MARK A. SMITH
DRAV""MA$ DATE3l2 G5112
FBC 6TH ED.
B/24/17
DISWUNE:OIVIL
LE N.T.S.
m. NO'
DUPONT
1131116
WCI-VSH00
FL REG. NO.:
REV. LETTER
HEET
FBC 5TH ED.
9/27115
55511
F
1
MARK A. SMITH, P.E. 3T38 KINGSW'OOD OR., SARASOTA. FL 34232 PH 941-993-9620
MIN. EMBEDMENT
`
WINDOW WIDTH p
CONCRETE OR MASONRY CAULK BETWEEN WOOD
Q
OPENING BY OTHERS
BUCK AND OPENING BY
—{
7}IERB
I
MAX SHIM
4
SPACE
D
Q
!1
MIN. EDGE DISTANCE
CAULK BETWEEN Z.SpO
INSTALLATION ANCHO
4
D
WOOD BUCK AND
3r10'CIA. CONCR ETE
D
OPENING BY
SCREW ANCHOR
OTHERS
e
e D,
e
D.
O
D � •
D�250
�r11N. EMBEDMENT
D,
O�
1 a
D
Q
MIN E. DGE
•ego
1' BY WOOD BUCK
DISTANCE
EXTERK)R FlMSH_
(OPTIONAL) G
4
"o o
D.
BY OTHERS
PERIMETER CAULK
BY OTHERS
o 'o'er o PERIMETER CAULK • e •e '
MAX SHIM BroTHERa SECTION A - A
\\\
SPACE
NDOW FRAME
\ EXTERIOR FINISH I-� yylp-ryH
�Y OTHERS
E o
N TES: i B—
(1 THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020).—f—
( WINDOW MATERIAL _ PVC.
( SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX II -
LOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. T
3116" DW CONCRETE SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. A
MBEDMENT OF 1 1/4" INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK
FOR MAX ALLOWABLE SPACING OF 3/16" DIA. CONCRETE SCREWS SEE SHEET 1.
j CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH WINDOW
EALANT MANUFACTURERS RECOMMENDATIONS. HEIGHT
WINDOW
) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
I
HEIGHT ONTROL GALVANIC CORROSION.
NDOW FRAME
LL
I
IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE THE NEXT SIZE LARGER WINDOW FOR
A HOR QUANTY. --' A
(9 ILL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
(1 EE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES (PER COMPARATIVE ANALYSIS) AND
MAX SHIM
AN OR QUANTITIES.
ERIMETER CAULK
SPACE
OTHERS
B_ I
RIOR FINISH
OTHERS
EXTERIOR ELEVATION
e
wnoo B''. r
WINDOW CRAFTSMEN, INC.
' • �• <'
•D°<•
°
6031 CLARK CENTER AVE.
e
p , °�
rNOTE- MOO BUCK NOT REQUIRED
D < 120MIN. EMBEDMENT
SARASOTA, FLORIDA 34238
o'
Digitally
ASH-300IMPACT INSULATED
CAULK BETWEEN WOOD Sig ned by Mark
GLASS VINYL SINGLE HUNG
"„N,,,,,,,
UCKANDOPENINGBY ,,w!ep%,,
Vj Smith
WINDOW INSTALLATION INSTRUCTIONS FOR
CONCRETE OR MASONRY
OTHER6
MASONRY WITH 1 BY WOOD BUCK
PENINO BY OTHERS
Date:
ENGNEERMARKA-SMITH rpAWNBY:
MAS
DATE: 01/31/12
INSTALLATION ANCHOR, %, -,,-9nro,. 2021.09.27
C FBC 7TH ED.
9102/20
DISCIPUNE:
CIVIL
N.T.S.
WC�vSHDor
3F16'DIA CONCRETE .�±. ������
SECTION B - B SCREW ANCHOR !rllnlllll`"`\
B FBC 6TH ED.
8124117
FL RM NO.:
REV_ LETTER
SHEET
SEE ANCHOR TABLES 08:55:55
a FRO 5TH ED.-
- 927/15
55511
C
2
_
-04'00' PREPARED BY MARK SMITH, 3738 KINGSWOOD DRIVE, SARASOTA, FL 34232 PH. 941993962f
CONCRETE OR MASONRY
OPENING BY OTHERS
CAUL( BETWEEN WOOD
BUCK AND OPENING BY
OTHERS
MIN. EDGE DISTANCE
CAULK BETWEEN e e INSTALLATION ANCHOR
OT414NG BY 0OD B" ANDD . �e' . e 10WOOD SCREW
OTHERS D D
EXTERIOR F
BY OTHERS
WINDOW FRAME
SILL
PERIMETER CAULK
BY OTHERS.
SPAC
EXTERIOR FINISH
F
BY OTHERS
e
CONCRETE OR MASONRY
OPENING BY OTHERS
SECTION B - B
MIN. EMBEDMENT
4 WINDOW WIDTH D
MAX. SHIM D
4 SPACE D
4
G
1.SW 4
EMBEDMENT I
MIN. EDGE DIST. Q
IMPACT
INSULATED GLASS
yi • �� e ,o e a�P I ETF GULK —
BY OTHERS
MAX SHIM SECTION A -A
SPACE
EXTERIOR FINISH
BY OTHERS
NOTES:
(i) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020).
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS REO'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) #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
ANCHOR QUANTY.
(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.
SHIM
.254
` &IIII�j, , Digitally signed
°��i•. by Mark Smith WINDO
MIN. EMBEDMENT - . = Date: `+Ap A S
SIR
2021.09.27 GL1
�.L BEKANDT BETWEEN W�OOOD 'FFInnHaa�\ BY 08:56:21-041001 wit
OTHERS I MA'
INSTALLATION ANG
'ANCHOR, EWEER MI
—#10 GONG. ANCHOR C FBC 7TH ED. Timm olscIPLINE_
D
Nz_
DD
D
D
D
' D
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WINDOW
HEIGHT
I
A
EXTERIOR ELEVATION
I I I
RV MARK CMITH iliR 1nNI_cuKinn nv,ve esv•enr. n ��•»n e,u n.. nm .,ems...
MIN EDGE DISTANCE
e
�° D • e D • D •
• e D
• D . e D '
I D
EXTERIOR F
BY OTHERS
PERIMETER
BY OTHERS
WIDOW F1
HEAD
WINDOW FRAME
SIL
PERIMETER CALM(
BY OTHERS
EXTERIOR n
BY OTHERS
e
D .
•e e e
D • D
•. e
CONCRETE OR MASONRY
OPENING BY OTHERS
INSTALLATIONAND
I/•' DIA CONCRETE
SCREW ANCHOR
EMBEDMENT
MAX 6HIM
WINDOW
HEIGHT
MAX SHIM
SPACE
e M
De
SECTION B - B
MIN. EMBEDMENT
—1,2i4—I
WINDOW WIOTH
4
Q MAX SHIM
° SPACE
4
°c
BY OTHERS
EXTERSFlIASH SECTION A -A
NOTES: _
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDRTON (2020).
(2) WINDOW MATERIAL: PVC.
(3) SHIM AS READ AT EACH SET OF INSTALLATION ANCHORS USING LQAD BEARING SHIMS. MAX
ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116' IS PRESENT.
(4) 3A6• DIA. CONCRETE SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN
EMBEDMENT OF 1 114• INTO CONCRETE OR MASONRY FOR 1 X WOOD BUCK
(5) FOR MAX. ALLOWABLE SPACING OF 3116- DIA. CONCRETE SCREWS SEE SHEET 1.
(6) CAULK BEHIND FLANGE WITH LATEX CAULK APPLICATION OF LATEX CAULK MUST COMPLY WITH vocoIq
SEALANT MANUFACTURERS RECOMMENDATIONS. HEIGHT
(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
ANCHOR QUANTY.
(9) ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERULL OR COATING. A
(10) SEE SHEETS 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QLW4111 IES
u
EXTERIOR ELEVATION
'-
Digitally 9 itall signed
NDOW CRAFTSMEN.
EMBEDMENT `�P°\\ILL
`� >•'.
6031 CLARK CENTER
»•�«+=
by Mark Smith
SARASOTA, FLORIDA
ITATEIF ra
Date: 202 1.09.27
TITS SH300 IMPACT INSULATE[
LoR. � �
)N ANCHOR. 114' DIA ' O :
6CREWANCHOR '/iY�ZII Q. �
I 1
08:56:37 -04 00
GLASS VINYL SINGLE HUN
WINDOW INSTALLATION IN
R TABLES 11111110
MA8ONRY
E "NEER MARK A. SMR}I
P1111: M
C FBC 7TH ED. 9l2R0
DL9L1P..NECIVIL
— N.T
3C 6TH ED. 8124117 FL REG, ND,: REv, LETTER
3C STH ED. -- 9127115 will C
DRf DARFII RV MARK C1MRli '1T4° I[IM!_CN.Y1llD ORMF SAR>•CDTA
ALU111NUM FRAMING BY
PER 2010 F.SC.
INSTALLATION
H2 TEK SCREI
1 MIN
ALUMINUM FRAMING BY OTHERS
AS PER 20f 0 F.BC.
INSTALLATION ANCHOR.
PERIMETER C
#12 TEK SCREW
BY OTHERS
1
ED(
EXTERIOR FINISH
BY DRIERS
ZSS
MAX. SHIM
PERIMTHERSETER
BY O
SECTION B - B
—{ i - WINDOW WIDTH
PERIMETER
BY OTHERS
INSTALLATION ANCHOR.
012 TEK CREW
/-.--T
1' MIN
EDGE DIST
1
ALW "JIM FRAMING BY OTHERS
pot
210FBr-
WINDOW WIDTH --
B—
NOTES:
—_ -
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) L — - — - --
(2)WINDOWMATERIAL: PVC.
(3) SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX A
ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT.
(4) INSTALLATION ANCHORS, #12 TEK SCREWS MUST BE SPACED 6" MAX FROM CORNERS I • WINDOW
MNDOW WITH SUFFICIENT LENGTH TO HAVE FULL THREAD ENGAGEMENT THROUGH FULL STEELTHICKNESS MIN .DBY HEIGHTWEIGHT (5) CAULK BEHIND FLANGE WITH LATEX CAULK SEAL ALL MAINFRAME CORNER SEAMS BEFORE INSTALLING FRAME, -
APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS.
(6) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL GALVANIC CORROSION.
(7) POSITIVE D.P. IS LIMITED BY WATER PRESSURE, NEGATIVE D.P. IS LIMITED BY 1.5 TIMES TESTED D.P. A
AIM (8) 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. ------- - ---- L.
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHORE QUANTITIES B
EXTERIOR ELEVATION
Digitally signed
by Mark Smith
$12 TEK SCREW INSTALLATION ANCHOR
'd
Date:
�`oaev
2021.09.27
I F.B.C. `\\\
M FRAMING BY OTHERS ;"' i m%
08:56:53-04'00'
C FBC 7T}I ED.-- _ 97?I20 Gls "'+ CINL CALe N.7.S. - v,..
B FBC 6TH ED. 8124117 FL REG. NO.: REV. LETTER EET
A FBC 5TH ED. 9/27115 55511 C 5
PREPARED BY MARK SMITH. 3738 KIN.. DR WE SARASOTA F1 :Y232 PN / ,aaa.a
CAULK BETWEEN
WOOD BUCK AND
OPENING BY
onMERs
BY OTHERS
WINDOW FF
HEAD
SILL
BY IMETEROTHERS CAULK
BY OTHERS
EXTERIOR FINISH
BYOTHERS• -. ... e
WOOD FRAMING
OPENING BY OTHERS
EDGE
FRAMING
IG BY OTHERS
CAULK BETWEEN WOOD
BUCK AND OPENING BY
OTHERS
'ION ANCHOR,
SCREW
MIN. EMBEDMENT
—1.500� WINDOW WIDTH
MAX. SHIM
SPACE
IMPACT
NSULATED GLASS
MIN, ED E DI T.
MIN. EMBEDMENT (LJ(J V
. PERIMETER CAULK �•
250 • � . BY OTHERS • .
MAX. SHIM SECTION A -A
SPACE
• •�E1(TERIOR FINISH Ir WINDOW W1OTH J
BY OTHERS
NOTES: B
(1) THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020).
GLASS (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 1/16" IS PRESENT. T
(4) 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. A
WINDOW EMBEDMENT OF 1 1/2" INTO 2 X WOOD BUCK
HEIGHT (5) FOR MAX. ALLOWABLE SPACING OF 910 WOOD SCREWS SEE SHEET 1.
(6) CAULK BEHIND FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH WINDOW
SEALANT MANUFACTURERS RECOMMENDATIONS. HEIGHT
(7) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO
CONTROL IC CORROSION.
(6) IF EXACTT VIAND 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. A
(10) SEE SHEET 1 (GENERAL NOTES) FOR DESIGN PRESSURES AND ANCHOR QUANTITIES.
MAX. SHIM
SPACE
EXTERIOR ELEVATION
Digitally
WINDOW CRAFTSMEN, INC.
MIN. EMBEDMENT
signed by
6031 CLARK CENTER AVE.
��M,ILMIIIIFrrrT
MarkSmith
SARASOTA, FLORIDA 34238
TITLE SH300 IMPACT INSULATED
GLASS VINYL SINGLE HUNG
WINDOW INSTALLATION INSTRUCTIONS FOR
-o = Date:
CAULK BETWEEN WOOD 3K �`
UCK ANO OPENING BY
'ZOKIc"
2021 •09.27
WOOD FRAME WITH 2 BY WOOD BUCK
oTHKA
.,�aM��a+°o°�
TnNnnLLLM�M
ENGINEER: MARKASMITH
RAwNBY: MAS ^TE 01/31/12
INSTALLATION ANCHOR,
N10 CONC. ANCHOR
08:57:11
—04100E
DISCIPLINE CIVIL
N.T.S. ' NM/CI-VSH003
FL REG. NO.: $5$11
REV LETTER: EET
SECTION B - B
A ADDED SHEET. 9/20121
A 6
PREPARED BY MARK SMITH,
373E KGNGSWOOD DRIVE.
SARASOTA FL 34232 PH. 941-993-9620