171 CLUB DR - DECK DRAWINGS (2)xo��"6_9
N84"44'45"E
010.00'x~
w
FUND 1/2" IRON BPIF
N� IDENTIFICATION
N.T.S•
O
{
ATLANTIC BEACH HOTEL PESERvACION
PLAT BOOK 5, PAGE 69
(ALSO KNOWN AS SEAPLACE CONDOMINIUM)
O.R,\/. #J295, PAGE 125
N32'1,5"E65.00'
N85'
FOUND 1/2 IRON PIPE
I NQ IDENTIFICATION
o.s'= ' 0'
0 5'
_ .5 40.GC/tioi
Y
Q5 �
WONo._-
N55 32'15'E•
9R, A N.T.S.
` P `4L
....,
b
2 gTORY FRAME N
RESIDENCE #171
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
u7 OF.REF�Ef�ucRF�M�OR-
FOUND 1/2" IRON PIPE
DURDEN L.B. #6696
(---•-- 75—DD—
`-1 2' EASEMENT FOR INGRESS ANC EGRESS
. MAP SHOWING BOUNDARY SURVEY OF:
A PART OF
THE HOTEL RESERVATION AS SHOWN ON MAYPORT TERMINAL COMPANY'S MAP OF ATLANTIC
BEACH AND
RECORDED IN PLAT BOOK 5, PAGE 64, AND ALSO SHOWN ON PLAT NO. 1, SUBDIVISION "A",
OF ATLANTI
BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF
DUVAL COU
TY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
FOR A POI
T OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED
IN PLAT BO
PK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH
85'32'15" -AST
ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE
POINT OFBEGINNING;
THENCE NORTH 06"15'15"' WEST, DEPARTING SAID NORTHERLY LINE, A. DISTANCE OF
99.84 FEETj
THENCE NORTH 83°44'45" WEST, A DISTANCE OF 10.00 FEET; TI--IENCE NORTH 85°32'15"
EAST, 65-00
FEET; 11 HENCE SOUTH 06'15'15" EAST, A DISTANCE OF 100.15 FEET TO THE NORTHERLY
LINE OF SAD
CLUB MANOR; THENCE SOUTH 85`32' 15" WEST, ALONG SAID NORTHERLY LINE, A DISTANCE
OF 75,00 -EET
TO THE POINT OF BEGINNING. SUBJECT TO AN 12 FOOT EASEMENT FOR INGRESS AND
EGRESS AL
NG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS.
xo��"6_9
N84"44'45"E
010.00'x~
w
FUND 1/2" IRON BPIF
N� IDENTIFICATION
N.T.S•
O
{
ATLANTIC BEACH HOTEL PESERvACION
PLAT BOOK 5, PAGE 69
(ALSO KNOWN AS SEAPLACE CONDOMINIUM)
O.R,\/. #J295, PAGE 125
N32'1,5"E65.00'
N85'
FOUND 1/2 IRON PIPE
I NQ IDENTIFICATION
o.s'= ' 0'
0 5'
_ .5 40.GC/tioi
Y
Q5 �
WONo._-
N55 32'15'E•
9R, A N.T.S.
` P `4L
....,
b
2 gTORY FRAME N
RESIDENCE #171
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
u7 OF.REF�Ef�ucRF�M�OR-
FOUND 1/2" IRON PIPE
DURDEN L.B. #6696
(---•-- 75—DD—
`-1 2' EASEMENT FOR INGRESS ANC EGRESS
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
n
D O
C7
Ln
{
O
n.
0
01
1
CO
�
J
1 STORY CONCRETE OLOCK
RESIDENCE M151
(TC)BE 1) AmousHE0)
`[]
s
J
O
1,7
O
�
FOUND 1/2" IRON PIPE
NO IDENTIFICATION
COVERED ,f
1 -- IRON PIPE
50.00' 15^ x 24° ov 2' IRON PIPE FOUND 1/2
WATER METER FOUND 1/' 6696 NO IDENTIFICATION
FOUND 1/2" IRON PIPE DURp> N L.B. #
NO IDENTIFICATION585-32"1 5"w S 00,
CLUB DRIVE
50' RIGHT -OF --\NAY
NOTES:
THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAP
REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075
0001 D
BEARINGS BASED ONTHE. NORTHERLY RIGHT -OF --WAY LINE OF
CLUB DRIVE AS REIN N 85' 32' 15" E
O.R.V. DENOTES OFF IAL RECORDS VOLUME
—X-- DENOTES VINYL FENCE EXCEPT AS NOTED
—//— DENOTESWOOD FENCE EXCEPT AS NOTED
THERE MAY BE ADD! ONAL RESTRICTIONS THAT ARE NOT SHOWN ON
THIS SURVEY THAT M Y BE FOUND IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLOR DA.
D U R D E N
SURVEYING AND MAPPING, INC,
8150 LonesLar Road
Jacksonville, Florida 32211
(904) 724-5588 Fax 724-9154
LICENSED BUSINESS NO. 6696
CERTIFIED TO:
BRIAN HUGHES
O
D O
C7
z
C
z
n.
0
01
C' -1--1 G
7
�
J
CTI
J
s
J
�
V70
f'�1
0
_
_
C)
Q1
COVERED ,f
1 -- IRON PIPE
50.00' 15^ x 24° ov 2' IRON PIPE FOUND 1/2
WATER METER FOUND 1/' 6696 NO IDENTIFICATION
FOUND 1/2" IRON PIPE DURp> N L.B. #
NO IDENTIFICATION585-32"1 5"w S 00,
CLUB DRIVE
50' RIGHT -OF --\NAY
NOTES:
THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAP
REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075
0001 D
BEARINGS BASED ONTHE. NORTHERLY RIGHT -OF --WAY LINE OF
CLUB DRIVE AS REIN N 85' 32' 15" E
O.R.V. DENOTES OFF IAL RECORDS VOLUME
—X-- DENOTES VINYL FENCE EXCEPT AS NOTED
—//— DENOTESWOOD FENCE EXCEPT AS NOTED
THERE MAY BE ADD! ONAL RESTRICTIONS THAT ARE NOT SHOWN ON
THIS SURVEY THAT M Y BE FOUND IN THE PUBLIC RECORDS OF
DUVAL COUNTY, FLOR DA.
D U R D E N
SURVEYING AND MAPPING, INC,
8150 LonesLar Road
Jacksonville, Florida 32211
(904) 724-5588 Fax 724-9154
LICENSED BUSINESS NO. 6696
CERTIFIED TO:
BRIAN HUGHES
I hereby certify that this survey meets the
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant to
Section 472.027 Florida Statutes and Chapter
61g17 Florida Administration Code
FOR INFORMATION PURPOSES ONLY
FLORIDA REGISTERCD SURVEYOR No. 4707
H. BRUCE DURDEN, Jr.
SIGNED MARCH 1 2005
SCALE- 1" = 30'
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. B-5,390
D O
C7
z
n.
Z Vi
1
Do
0
C' -1--1 G
I
C
I hereby certify that this survey meets the
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant to
Section 472.027 Florida Statutes and Chapter
61g17 Florida Administration Code
FOR INFORMATION PURPOSES ONLY
FLORIDA REGISTERCD SURVEYOR No. 4707
H. BRUCE DURDEN, Jr.
SIGNED MARCH 1 2005
SCALE- 1" = 30'
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. B-5,390
MAP SHOWING BOUNDARY SURVEY OF;
A PART OF THE HOTEL RESERVATION AS SHOWN ON MAYPOR T TERMINAL COMPANY'S MAP OF ATLANTIC
BEACH AND RECORDED IN PI. AT BOOK 5, PAGE 64, AND Al- SO SHOWN ON PLAT NO. 1, SUBDIVISION "A
OF
AT[. -.ANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF
D VAL COUNTY, FLORIDA, SAID PART BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
IF R A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF CLUB MANOR, AS RECORDED
PLAT BOOK 25, PAGE 62 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY; THENCE NORTH
8 °32' 15" EAST ALONG THE NORTH LINE OF SAID CLUB MANOR, A DISTANCE OF 96.25 FEET TO THE
P3INT OF BEGINNING; THENCE NORTH 06° 15' 15" WEST, DEPARTING SAID NORTHERLY LINE, A DISTANCE OF
99.84 FEET; THENCE NORTH 83°44'45" WEST, A DISTANCE OF 10.00 FEET; THENCE NORTH 85°32'15"
E \ST, 65.00 FEET; THENCE SOUTH 06° 15' 15" EAST, A DISTANCE OF 100.15 FEET TO THE NORTHERLY
LINE OF SAID CLUB MANOR; THENCE SOUTH 85°32' 1 5" WEST, ALONG SAID NORTHERLY LINE, A DISTANCE
OF 75.00 FEET TO THE POINT OF BEGINNING. SUBJECT TO AN 12 FOOT EASEMENT FOR INGRESS AND
EGRESS ALONG THE NORTH 12.00 FEET OF THE ABOVE DESCRIBED LANDS.
1SScpU
a r';Fl_ANTIC; BEACH HOI" RESERVATION
PLAT BOOK 5, PAGE 69
ro� �cF22s8�� (ALSO KNOWN AS SEAPLACE CONDOMINIUM)
O.R.V. #`
�29B, PAGE 125
m <
N84 -44'4511E N$5.32'15'E 65.00' FOUND 1/2" IRON PIPE
o
10.0o, ND FOUND 1/2" IRON PIPE FOUND 1/2° IRON PIPE NO IDENTIFICATION
6696
FOUND 1/2" IRON PIP� NO IDENTIFICATION — L.
--'----'---
0N5� D s' DURDEN P_-- 75.Do'
NO IDENTIFICATION 25.00' _
5 40.00' �12' EASEMENT FOR INGRESS AND E.ZiRF55
100.00' -•-1/ 0.5'
1.0' o
N _ -
0
- WEcK l7 L1
C) C o C
-D
0).
WW t, ( 3GN GONYFk 5TEP5�
~� t 0 PSt
_ CO to J
c0 7.s'
CA t .+ o (SI
m i STORY CONCRETE BLOCK
r'1 y�
Un `�' RE9OENCE. NSH
`••,J (TO BE DE)JOUSNEO) -TMJ �} Z -n
q N 2 STORY FRAME. fir; - '
IF zo, RESIDENCE #171 p CJ
to t,1 C7
„` (tea .� '. - ` 35. 1.': J C11 �-
s 0) 1 C)
T��'1 N COVERED � z Q
O a
(MEASURED)
{ N',
•
.---
-1-37.0
01
75.0- -
a 1/2 IRON PIPE2F FIEGINNING
N8:32'15"E 50.00' FOUND
N.T.S. 15" X 24" OVFOUND /2IRFE
O D-26 —_ '•WATER METER #6696 NO IDENTIFICATION
3.50' FOUND 1/24" IRON PIPE FOUND 112 IRON PIPE DURDEN L•B
'lV!
._
`r NO IDENTIFICATION 2NfO� IDENTIFICATION
TP1tOE NNTOR HWESTICORNER OF' CWB MANOR SB5'32' 1.5"W 75.00'
I ,0,T BOOK 25, PAGE 62 (�� DRIVE b IV E
C L.0 _ ,-`-WAY
50' RIGf I �—O-R
N 'TES:
TH S PROPERTY LIES IN FLOOD ZONE X" BY FLOOD MAP
RE SED APRIL 17, 1989, COMMUNITY PANEL NO. 120075
o0J1 D
BE BASED ON THE NORTHERLY RIGHT -OF --WAY LINE OF
CL B DRIVE AS BEING N 85" 32' 15" E
0. .V. DENOTES OFFICIAL RECORDS VOLUME
-X-- DENOTES 6' VINYL FENCE EXCEPT AS NOTED
//— DENOTES 6' WOOD FENCE EXCEPT AS NOTED
THE -RE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON
THI3 SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
DU VAL COUNTY, FLORIDA.
D U R D E N
SURVEYING AND MAPPING, INC.
8150 Lonestar Road
Jacksonville, Florida 32211
(904) 724-5588 Fax 724-9154
LICENSED BUSINESS NO. 6696
OAA0
CERTIFIED T0: OA
;
BRIAN HUGHES
I hereby certify that this survey meets the
minimum technical standards as set forth by
the Florida Board of Land Surveyors, pursuant to
Section 472.027 Florida Statutes and Chapter
61g17 Florida Administration Code
FOR INFORMATION PURPOSES ONLY
FLORIDA REGISTERED SURVEYOR No. 4707
H. BRUCE DURDEN, Jr.
SIGNED MARCH 1 2005
SCALE 1" = 30'
THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF TME ABOVE SIGNED. B-5,390
WIND ZONE 14FORMATION
NOTE: THIS STRUCTU E HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REO IREMENTS OF SECTION 1609 OF THE
EDITION OF THE FLO IDA BUILDING CODE
THIS BUILDING IS LOBATED IN THE WIND BORNE DEBRIS Rf
• BUILDING: ENCLOSED
STRUCTURE
• ULTIMATE DESIGN WINIID SPEED (MPH — Vult)
• NOMINAL DESIGN WIND SPEED (MPH — Vasd)
• BUILDING RISK CATEGORY
• WIND EXPOSURE CATEGORY
• INTERNAL PRESSURE
COEFFICIENT GCpi (+/—)
CO PONENTS & CLADDING PRESSURES
2.23 WOOD
A. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE P!�ESSURE-TREATED.
B. ALL FRAMING ANCHORS AND CONNECTORS SHALL BE SIMPSON OR EQUAL.
C. ALL PREFABRICATED STRUCTURAL TRUSSES SHALL BE CERTIFIED BY THE TRUSS MANUFACTURER'S REGISTERED ENGINEER.
2.2324 FASTENINGS
ALL FRAMING ANCHORS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON OR EQUAL UNLESS OTHERWISE NOTED. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
COMPLY WITH AISC SPECIFICATIONS.
NAIL FASTENERS SHALL BE COMMON NAILS UNO.
2.2307.1 SILLS ON CONCRETE
WHERE SILLS ON CONCRETE ARE USED, TYPICAL ANCHOR BOLTS SHALL HAVE A MINIMUM DIAMETER OF 1/2" W/ ^:2X3/16 MINIMUM WASHER AND A MINIMUM EMBEDMENT OF 7"
IN CONCRETE. ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS:
A MINIMUM OF (1) ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE AND A MINIMUM OF (2) ANCHOR BOLTS PER PLATE.
ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OF CORNERS AND OPENINGS & AT MAXIMUM SPACINGS OF 48" 0!;.
2.2307.6 SUBFLOORS
WHERE SU8FLOORR:G IS INDICATED IN THESE PLANS USE 3/4" T&G PLYWOOD GLUED WITH A CONSTRUCTION ADHESIVE AND FASTENED PER FBC - RESIDENTIAL CHAPTER 5
3.0 CONSTRUCTION SPECIFICATIONS
3.18 FOOTINGS AND FOUNDATIONS
A. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC - RESIDENTIAL CHAPTER 4. THIS DESIGN Fi,%S BEEN COMPLETED IN ACCORDANCE WITH PERTINENT
STANDARDS AND ACCEPTED ENGINEERING DESIGN PROCEDURES, AND IS BASED ON THE BEST AVAILABLE INFORMAT ON AT THE TIME OF COMPLETION. THE DESIGN IS
INTENDED TO MINIMIZE DIFFERENTIAL MOVEMENT RESULTING FROM THE HEAVING OF EXPANSIVE SOILS OR SETTLING OF ;UBSURFACE SOILS. IT MUST BE RECOGNIZED THAT
FOUNDATION COMPONENTS WILL UNDERGO MOVEMENT. ANY SUBSEQUENT OWNERS SHALL BE APPRAISED OF THE SOIL CONDITION AND ADVISED TO MAINTAIN GOOD PRACTICES
IN THE FUTURE WITH REGARD TO SURFACE AND SUBSURFACE DRAINAGE, FRAMING OF PARTITIONS ABOVE FLOOR SLABS, FINISH WORK ABOVE FLOOR SLABS, ETC.
B. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A MINIMUM OF 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF AT
LEAST (2) FEET BELOW FOOTING.
C. FILL UNDER CONCRETE SLABS SHALL BE CLEAN, FREE OF DEBRIS AND OTHER DELETERIOUS MATERIALS. FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557-07).
D. FILL SHALL BE TREATED WITH TERMITE PROTECTION BEFORE SLAB IS PLACED OR BORATE APPLIED TO WOOD FRAMING ABOVE SLAB.
E. A CONCRETE SLAB -ON -GRADE USED IN CONJUNCTION WITH THE EXTERIOR STEMWALL FOUNDATION, SHALL HAVE MINIMUM 6X6 W1.4XW1.4 WELDED WIRE FABRIC (WWF) OR
FIBER REINFORCEMENT IN THE SLAB AND THE SLAB SHALL BE KEYED INTO OR TIED INTO THE FOUNDATION.
F. THE TOP OF A MONOLITHIC SLAB -ON -GRADE SHALL BE AT LEAST 8 INCHES ABOVE FINISHED GRADE. THE SLAB SHALL HAVE MINIMUM 6X6 W1.4XW1.4 WWF AT
MID -HEIGHT OR SYNTHETIC FIBER REINFORCEMENT. A DOUBLE LAYER OF WWF 3 FEET WIDE SHALL BE PROVIDED AROUND THE PERIMETER OF THE SLAB FOR NO SYNTHETIC
FIBER REINFORCEMENT.
G. VAPOR BARRIER SHALL CONSIST OF MINIMUM 6 MIL. POLYETHYLENE.
H. WHERE SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS HAVE BEEN DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR
SHALL REPORT ANY DIFFERING CONDITIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCING WORK.
3.19 CONCRETE
A. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC-BUILDING CHAPTER 19.
MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER: #6 - #18 BARS 2", #5 BARS OR SMALLER 11/2"
CONCRETE NOT EXPOSED TO WEATHER OR EARTH: PRIMARY REINFORCEMENT FOR BEAMS AND COLUMNS 1 1/2."
B. ALL CONTINUOUS REINFORCING STEEL IN BEAMS, COLUMNS, AND FOOTINGS SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS OR 25", WHICHEVER IS GREATER.
C. HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A MINIMUM 25" LAP (UNO).
3.21 MASONRY
1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC-BUILDING CHAPTER 21 AND IN ACCORDANCE W TH THE SPECIFICATIONS FOR MASONRY STRUCTURES ACI
530.1-08. ACI LIMITS THE GROUT LIFT HEIGHT TO 12 FT AND REQUIRES A 1 -HOUR INITIAL SET TIME BETWEEN LIFTS.
2. FOR MASONRY CONSTRUCTION, PROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS (UNO). LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR
THE GIVEN SPAN LOADING CONDITIONS.
»Q
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
i REQUIREMENTS AND CONDITIONS
I a
MMEWED
CITY
OF ATLANT�C
BEACH RES0ENTIAL COVER SHEET
w
1--
O
STRUCTURAL
r,�
O
ENGINEERNG
m
O
D
o
Q
NOTES
0
z
CIS
LAYOUT
A. IT HE
A. IT IS THE INTENT OF THE ENGINEER OF RECORD THAT HIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS
TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTING AND SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS.
O
B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO COMMENCING WORK. THE CONSTRACTOR SHALL REPORT ALL
U
DC. ISCREPANCIES STRUCTURAL EXISTING RECORD WRITING TO WORK.
Z
�
ONTRACTORBETWEEN ADRAWINGS
ANGOF
WORKCONDITIONS
INNSERTSS, ATHE
CHORS,ENGINEER
SHALL SUPPLY, UILD INTOTHLES, PLATESINOPENINGSPRIOE
CHANGERS, SLAB DEPRESSIONS, AND
PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK.
OCQ O5`�,O1e
w\c) C
O
O_
W
D. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT EXPRESSED
!Z
0
WRITTEN CONSENT BY THE ENGINEER OF RECORD.
DESIGN S P E C I F
CATIONS
S TR
J C TU R E HEIGHT 8c N O OFSTORIES
E. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER OR DESIGNER.
Lj
Wm
0
J
.
F. THE OWNER SHALL PROVIDE CONTRACTOR WITH A SOIL INVESTIGATION REPORT AND ANALYSIS. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION
• DESIGN CODES:
0
SPECIFIED IN THE SOIL REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS ARE SPECIFIED. NOTIFY ENGINEER OF RECORD IF FOUNDATION
2017 FLORIDA BUILDI
G CODE (FBC) — RESIDENTIAL, EXISTING, ASCE MAXIMUM
HEIGHT OF STRUCTURE FT
( ) 5
CONDITIONS ENCOUNTERED DIFFER FROM SOIL EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR.
G. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT
Q
7-10,
2017 NDS, ACI
RTIC, AWPA, APA, ICC 600-08
Ln
PARTS DURING ERECTION.
' NUMB�R
OF STORIES 1
H. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP STRUCTURE SAFE AND PLUMB UNTIL THE
Z C)
• OCCUPANCY: RESIDENTIAL
GROUP R-3 (ONE— AND TWO-FAMILY
DWELLINGS)
W CO Ld
ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON STRUCTURAL PLANS IS FOR COMPLETED STRUCTURE ONLY.
H U) j N U 0
00 O,
poop
z
U) fn a E
Q Y Q
UQ LL
U N O
I. DESIGN IS VOID AFTER ONE YEAR FROM ORIGINAL DATE.
• DESIGN LOADS:
0 '
• co
00
J. DO NOT SCALE. USE DIMENSIONS FROM ARCHITECTURAL PLAN.
.
K. SUBMITTALS FOR THIS PROJECT ARE REVIEWED ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN
If1/11
ROOF
TRUSS:
w
IN THE CONTRACT DOCUMENTS. IT SHALL NOT INCLUDE REVIEW OF QUANTITIES, DIMENSIONS, WEIGHTS OR GAUGEc-, FABRICATION PROCESSES, CONSTRUCTION METHODS,
0
z
COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REVIEW
Q
LL 20
PSF TOP CHOF
D
TYPE
0 F C 0 N S TR U C TI 0 N
OF A SPECIFIC ITEM SHALL NOT INDICATE ACCEPTANCE OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY
LL 0
PSF BOTTOM CHORD
DEVIATIONS FROM THE CONTRACT DOCUMENTS NOT CLEARLY NOTED BY THE CONTRACTOR.
CU
Z
_O
2.0 MATERIAL SPECIFICATIONS
u
DL 7
PSF TOP CHORD
• TYPE
V—B
CAST -IN-PLACE CONCRETE: SHALL HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH (F'C) OF 2500 PSI AT 28 JAYS UNLESS NOTED OTHERWISE. ALL FOOTINGS SHALL
DL 10
PSF BOTTOM CHORD
Z
O
HAVE A MINIMUM DESIGN COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING,
LL]
0
TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND TESTING SHALL BE DONE IN ACCOP:)ANCE WITH THE REQUIREMENTS AND APPLICATION OF ACI
ROOF
CONVENTIONAL
FRAMING:
' UNPR
TECTED
301-05, " SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
0
LL 20
PSF RAFTERS
U =
w
w > U
CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C 90-08 "HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS" AND SHALL HAVE
w
LL 20
PSF CEILING JOISTS
F— m U
• UNSP
INKLERED
A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 2000 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270-08). IN ACCORDANCE WITH ACI 530-08 "BUILDING CODE
u� —I
w I—
cl� Q
DRAWN BY
DVL
REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES", THE 2000 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE
05-02-18
DL 10
PSF RAFTERS
DESIGNED BY
DVL
JOB NO.
STRENGTH (F -M) OF 1500 PSI.
SHEET NO
DL 10
PSF CEILING J
ISTS
GROUT: SHALL BE IN ACCORDANCE WITH ASTM C 476-08 AND SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C 1019-09.
REINFORCING STEEL: SHALL BE IN ACCORDANCE WITH ASTM A615-08 MINIMUM GRADE 40, AND CONFORMING TO ACI 301-05, ACI 315 ("MANUAL OF CONCRETE PRACTICE"),
DL 30
PSF ATTICS W
TH STORAGE
ACI 318-08 ("BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"), AND CRSI MANUAL OF STANDARD PRACTICE, 2009.
DL 10
PSF ATTICS W
0 STORAGE
STRUCTURAL STEEL: ASTM A36-08 AND CONFORM TO AISC "SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".
STRUCTURAL PIPE AND STRUCTURAL TUBING: SHALL BE ASTM A500-07 (GRADE B).
FLOORS:
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185-07.
LL 40
PSF TOP CHORD
ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307-07 OR ASTM F 1554-07 GFADE 36.
LL 0
PSF BOTTOM CHORD
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F 436-09 GRADE 36.
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX.
DL 10
PSF TOP CHORD
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS:
DL 5
PSF BOTTOM
HORD
SIMPSON STRONG -TIE CO., PRODUCT: SET -XP (CONCRETE, SOLID MASONRY)
SIMPSON STRONG -TIE CO., PRODUCT: AT -XP (CONCRETE, SOLID MASONRY)
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO MOISTURE SHALL BE GALVANIZED (ASTM i� 153-05), Z -MAX, OR STAINLESS STEEL. METAL
CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE ZMAX IN WET ENVIRONMENTS AND STAINLESS STEEL IN COASTAL ENVIRONMENTS.
WIND ZONE 14FORMATION
NOTE: THIS STRUCTU E HAS BEEN DESIGNED IN ACCORDANCE WITH,
AND MEETS THE REO IREMENTS OF SECTION 1609 OF THE
EDITION OF THE FLO IDA BUILDING CODE
THIS BUILDING IS LOBATED IN THE WIND BORNE DEBRIS Rf
• BUILDING: ENCLOSED
STRUCTURE
• ULTIMATE DESIGN WINIID SPEED (MPH — Vult)
• NOMINAL DESIGN WIND SPEED (MPH — Vasd)
• BUILDING RISK CATEGORY
• WIND EXPOSURE CATEGORY
• INTERNAL PRESSURE
COEFFICIENT GCpi (+/—)
CO PONENTS & CLADDING PRESSURES
2.23 WOOD
A. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE, OR SOIL SHALL BE P!�ESSURE-TREATED.
B. ALL FRAMING ANCHORS AND CONNECTORS SHALL BE SIMPSON OR EQUAL.
C. ALL PREFABRICATED STRUCTURAL TRUSSES SHALL BE CERTIFIED BY THE TRUSS MANUFACTURER'S REGISTERED ENGINEER.
2.2324 FASTENINGS
ALL FRAMING ANCHORS AND CONNECTORS SHALL BE MANUFACTURED BY SIMPSON OR EQUAL UNLESS OTHERWISE NOTED. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
COMPLY WITH AISC SPECIFICATIONS.
NAIL FASTENERS SHALL BE COMMON NAILS UNO.
2.2307.1 SILLS ON CONCRETE
WHERE SILLS ON CONCRETE ARE USED, TYPICAL ANCHOR BOLTS SHALL HAVE A MINIMUM DIAMETER OF 1/2" W/ ^:2X3/16 MINIMUM WASHER AND A MINIMUM EMBEDMENT OF 7"
IN CONCRETE. ANCHOR BOLTS ARE REQUIRED AT THE FOLLOWING LOCATIONS:
A MINIMUM OF (1) ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE AND A MINIMUM OF (2) ANCHOR BOLTS PER PLATE.
ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OF CORNERS AND OPENINGS & AT MAXIMUM SPACINGS OF 48" 0!;.
2.2307.6 SUBFLOORS
WHERE SU8FLOORR:G IS INDICATED IN THESE PLANS USE 3/4" T&G PLYWOOD GLUED WITH A CONSTRUCTION ADHESIVE AND FASTENED PER FBC - RESIDENTIAL CHAPTER 5
3.0 CONSTRUCTION SPECIFICATIONS
3.18 FOOTINGS AND FOUNDATIONS
A. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC - RESIDENTIAL CHAPTER 4. THIS DESIGN Fi,%S BEEN COMPLETED IN ACCORDANCE WITH PERTINENT
STANDARDS AND ACCEPTED ENGINEERING DESIGN PROCEDURES, AND IS BASED ON THE BEST AVAILABLE INFORMAT ON AT THE TIME OF COMPLETION. THE DESIGN IS
INTENDED TO MINIMIZE DIFFERENTIAL MOVEMENT RESULTING FROM THE HEAVING OF EXPANSIVE SOILS OR SETTLING OF ;UBSURFACE SOILS. IT MUST BE RECOGNIZED THAT
FOUNDATION COMPONENTS WILL UNDERGO MOVEMENT. ANY SUBSEQUENT OWNERS SHALL BE APPRAISED OF THE SOIL CONDITION AND ADVISED TO MAINTAIN GOOD PRACTICES
IN THE FUTURE WITH REGARD TO SURFACE AND SUBSURFACE DRAINAGE, FRAMING OF PARTITIONS ABOVE FLOOR SLABS, FINISH WORK ABOVE FLOOR SLABS, ETC.
B. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A MINIMUM OF 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF AT
LEAST (2) FEET BELOW FOOTING.
C. FILL UNDER CONCRETE SLABS SHALL BE CLEAN, FREE OF DEBRIS AND OTHER DELETERIOUS MATERIALS. FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D1557-07).
D. FILL SHALL BE TREATED WITH TERMITE PROTECTION BEFORE SLAB IS PLACED OR BORATE APPLIED TO WOOD FRAMING ABOVE SLAB.
E. A CONCRETE SLAB -ON -GRADE USED IN CONJUNCTION WITH THE EXTERIOR STEMWALL FOUNDATION, SHALL HAVE MINIMUM 6X6 W1.4XW1.4 WELDED WIRE FABRIC (WWF) OR
FIBER REINFORCEMENT IN THE SLAB AND THE SLAB SHALL BE KEYED INTO OR TIED INTO THE FOUNDATION.
F. THE TOP OF A MONOLITHIC SLAB -ON -GRADE SHALL BE AT LEAST 8 INCHES ABOVE FINISHED GRADE. THE SLAB SHALL HAVE MINIMUM 6X6 W1.4XW1.4 WWF AT
MID -HEIGHT OR SYNTHETIC FIBER REINFORCEMENT. A DOUBLE LAYER OF WWF 3 FEET WIDE SHALL BE PROVIDED AROUND THE PERIMETER OF THE SLAB FOR NO SYNTHETIC
FIBER REINFORCEMENT.
G. VAPOR BARRIER SHALL CONSIST OF MINIMUM 6 MIL. POLYETHYLENE.
H. WHERE SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS HAVE BEEN DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR
SHALL REPORT ANY DIFFERING CONDITIONS TO THE ENGINEER OF RECORD PRIOR TO COMMENCING WORK.
3.19 CONCRETE
A. CONCRETE AND STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC-BUILDING CHAPTER 19.
MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
CONCRETE EXPOSED TO EARTH OR WEATHER: #6 - #18 BARS 2", #5 BARS OR SMALLER 11/2"
CONCRETE NOT EXPOSED TO WEATHER OR EARTH: PRIMARY REINFORCEMENT FOR BEAMS AND COLUMNS 1 1/2."
B. ALL CONTINUOUS REINFORCING STEEL IN BEAMS, COLUMNS, AND FOOTINGS SHALL BE LAPPED A MINIMUM OF 36 BAR DIAMETERS OR 25", WHICHEVER IS GREATER.
C. HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A MINIMUM 25" LAP (UNO).
3.21 MASONRY
1. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC-BUILDING CHAPTER 21 AND IN ACCORDANCE W TH THE SPECIFICATIONS FOR MASONRY STRUCTURES ACI
530.1-08. ACI LIMITS THE GROUT LIFT HEIGHT TO 12 FT AND REQUIRES A 1 -HOUR INITIAL SET TIME BETWEEN LIFTS.
2. FOR MASONRY CONSTRUCTION, PROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS (UNO). LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR
THE GIVEN SPAN LOADING CONDITIONS.
»Q
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
i REQUIREMENTS AND CONDITIONS
I a
MMEWED
•tff�
co
w
1--
O
Q
o
r,�
O
m
O
o
Q
0
z
w
O
U
Z
�
O
O_
W
!Z
0
U
Lj
Wm
0
J
0
j
Q
N
In
zj-
Ln
W
m
0 r)
Z C)
CO
Wc~nL
��
Z p Q Z
o o v 0
-,
CD>LL(��
W CO Ld
J O _
H LL -i (0 W
H U) j N U 0
00 O,
poop
z
U) fn a E
Q Y Q
UQ LL
U N O
J
0 '
• co
00
00r
.
If1/11
�_
w
0
z
Q
w
z
W
U
CU
Z
_O
Id
u
w
�
Z
�
Z
O
LL]
0
0
Q
0
LL_
U =
w
w > U
— Q
w
�
m
Q
F— m U
LL] —I
0 U Q
u� —I
w I—
cl� Q
DRAWN BY
DVL
DATE
05-02-18
SCALE
SCALE
DESIGNED BY
DVL
JOB NO.
180402
SHEET NO
S1
•tff�
0
I
N
NOTE:
D METAL CONNECTORS,
TO BE STAINLESS STEEL
rt �.
2'-0"
6x6 SYP2 PT POST
ABU66 W/ 8" ANCHOR
EMBED 7" MIN
A DECK POST FOOTING
S2 SCALE: 4"=1'-0"
c DECKING PLAN
s2 SCALE: NTS
24" DIA x 36" DEEP
SONOTUBE FORMED
CONCRETE FOOTING
0
I
2'-0"
6x6 SYP2 PT POST
- ABU66 W/ J" ANCHOR
EMBED 7" MIN
B DECK POST FOOTING
52 SCALE:"=1'-0"
2x6 SYP#1 P.T. DECKING
ATTACH W/ 3" S/S
SCREWS ® 16" o/c
- DECK JOISTS
12"x24"x24" CONC FTG
W/ (3) #4 EA WAY
BUILDING
D'EPARTME2,:
SEP 0 5 2010
eO
DO
6'-0" MAX SPACING
6'-0" MAX SPACING
w
1--
CD
0
Q
r�
2x SYP2 PT
0
RIP TO FIT
m
0
MAX 4" OPENING
METAL FLASHING
o
CONTINUOUS
-4x4 SYP2
2x2 PT PICKET
BY BUILDER.
-BEAM
PER PLAN
2x6 SYP2 PT
PT POST
z
% --2x6 SYP#1 P.T. DECKING
Li
f
ATTACH W/ 3" /S
4x4 SYP2 PT
SCREWS ® 16" o/c
POST ® 6'-0"
0
MAX TYP
C)
)011
(2)" CARRIAGE BOL
S
z
0
m
WALL
W/ NUT & WASH
R -�
F-
m
1
EXISTING
TO REMAIN
C
C)
FLOOR JOISTS
(2)2x10 SYP#2 P.T.
w
o
PER PLAN
FLOOR JOIST ® 16" O.C.
0
m
HANGER PER PLANI
" DECKING
lid
FASTEN TO BEAM w/
H2.5A
0
0
Q
N
r7
,t
Ln
tr
100
(2)2x12 SYP#2 P.T.
BEAM
6x6
SYP2 PT POST
(2)j" CARRIAGE BOLTS
M
co
Wc~i,2 �m
2X12 SYP2 PT LEDGER
—,-
-i u QQ
Z m
W Cc W N
N
Lu I CO w
co jNUO
c),oc'0�
ZU)
W/ NUT & WASHER-
LL
QN< OO
(
ATTACH W/ (2) 1" LAG
J
FLOOR JOISTS
(2)j" CARRIAGE BOLTS W/ )
SCREWS @ 16" 0/C
.
zo
is
I; • •
•...
PER PLAN
NUT & WASHER
SIMPSON HUC210-2
W
HANGER PER PLAN
U
B
BEAM
J
E
6x6 POST
�
Z
O
HANGER
�d
U
Q
�
s2 CALE: 2"=1'-O"
(n
�
DECK
RAILING
0
rf LEDGER CONNECTION
rr,
z
52 CALE:
2"=1'-O"
(
52 SCALE: 2"=1'-0"
Q
0
LL_
Y_
U =
W
W > U
— Q
2L� W
0 m
Q
M U
zD F-
W -j
� U Q
SEP 0 5 2010
eO
DO
w
1--
CD
0
Q
r�
0
m
0
o
Q
0
F -
z
Li
0
C)
z
0
m
F-
m
w
o
C
C)
w
o
0
m
j
w
Q
N
r7
,t
Ln
tr
0 o
z(D
M
co
Wc~i,2 �m
Z 0 Q Z
U
—,-
-i u QQ
Z m
W Cc W N
N
Lu I CO w
co jNUO
c),oc'0�
ZU)
U) a E n
Q06 U) Y Q
LL
QN< OO
() N
J
�\*0
ie �
J w
.
zo
is
I; • •
•...
Sol# its
U
W
U
z
J
Q
�
Z
O
U
Q
�
(n
�
Z
U
0
�
rr,
z
_
O
c
Q
Q
0
LL_
Y_
U =
W
W > U
— Q
2L� W
0 m
Q
M U
zD F-
W -j
� U Q
cn
W �-
cr_� , Q
DRAWN BY
DVL
DATE
05-02-18
SCALE
SCALE
DESIGNED BY
DVL
JOB NO.
180402
SHEET NO
S2
2x6 CEDAR RAFTERS
® 24" 0. C
(2)2x8 CEDAR BEAM
(2)H3 ® EA
BRACE.
(2)H3 ® EA
BRACE.
4x4 FT CURVED
BRACE CUT OUT OF
4x8 STOCK
4x4 CEDAR
BRACKET FRAMING
(TYP. )
BRACKET SPACING 10'-0"
r-� PERGOLA ELEVATION
2x6 RAFTERS
® 24" 0. C
�-
SLOPE PER BUILDER
i
I
---
(2)H3 ® EA
BRACE.
Y2"O CARRIAGE
THRU BOLTS w/
_
HEX NUTS &
WASHERS.
4x4 PT CURVED
J
BRACE CUT OUT
OF 4X8 STOCK..1
'/2 "0 LAG SCREWS. /
® 12" 0. C. w/
7" TO 10" LONG.
OVER (2)2x6 WOOD
BLOCKING ON NEW
STUD WALL. —
r - PERGOLA BRACKET D�=TAIL
2x8 SYP2 PT LEDGER,
(2) SIMPSON LSTA12 STRAP TIE
w/15 -10d COMMON WIRE NAILS
(30 TOTAL)
Znn
N n.
w .
Fr_
Q U
>Q
(2)2x6 BLOCKING
BETWEEN WALL
STUDS.
STUD WALL
2x6 CEDAR
TOP R<
® EQ.
(TY
2x8 SYP2 PT LEDGER TO
EXISTING W/ (2) J"x4-1/2"
LAG SCREWS ® 16" o/c
RAFTER TO BEAM W/
(2) SDWC15600 SCREWS
a
EXTER
WA L
/I-- 2x8 PT CEDAR ® 24" o/c
,„ .
(2)PT CEDAR BEAM W/ (2)
J" THRU-BOLTS
4x4 PT CURVED BRACE TO
MATCH WEST ELEVATION
2—Y2"x8" LAG SCREWS.
INSTALL IN %"
PRE—DRILLED HOLES
x6 PT CEDAR POST
0'-0" MAX TYP
(2)2x8 CEDAR BEAM,
FASTEN TO 6x6
POST w/ (2)1/2"0
SS THROUGH BOLTS.
^Cfl n D
T
I
I
z
O
0_
C)
(n
W
Q
Lii
� — I ""' � 'o � 'I,- �
u
O
z�
(Y')
W U) E F - - o
Z -p aZ
o U
z j LL
W co L o�N
J cNo U
O D o 0 0
c)<U) E�
Q YQ
Q -i LL
m LL O
Q
U N
J
111111111/1/111
H33N/��i