992 OCEAN BLVD - PERMIT RESA17-0025 DWGS (2)GENERAL NOTES
ALL -THREAD NOTES I
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
LIVE LOAD.
DEAD LOAD:
7.0 PSF
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING
1 • AL COSS NNECTORSTO B " DIAMETER BARS PLACED AT 4'0.C. IN ALL BEARING
-37.9
1.
EDITION, ACI, NDS, APA AND ASCE7-10.
WALLS,UNLTED OTHERWISE
LIVE LOAD -STORAGE:
30.0 PSF
FOUND WITHIN THESE PLANS ARE DESIGNATED "ADDITION" IN COMPLIANCE
2. USED WALL AND HOLD-DOWN APPLICATIONS MAY
BE
2.
THE ALTERATIONS
WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE.
TIN THE ED O.C. SPACING.TRUSS
COUNTED AS
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
FLOOR:
CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE
3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION
OF
3.
ALL DESIGN,
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK.
BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS:
10.0 PSF
4.
CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO
A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS)
zU
U
B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS)
COMMENCING CONSTRUCTION.
C. PLACE CORNER RODS
U
m
DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR
D. PLACE ALL OTHER RODS.
o
5.
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY
N
OTHERWISE ON THE PLANS.
SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND
HIGH
6.
SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE
UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS.
�
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
m
SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT
5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
Q
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
CL
N c) N
ASSUMING 2500 PSF SOIL CAPACITY.
6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE:
c) N
SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
6" - TYPICAL WALLS, MONOLITHIC FOOTING
T
7.
THE
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
7" - EXTERIOR WALLS, STEMWALL FOOTING
m C7
N
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
8" - MASONRY WALLS
CL is
8.
EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN
IN
6
O
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
THEIR RESPECTIVE DETAILS ON THIS SHEET.
= 0 ; N
328
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LOCATIONS, U.N.O.
INTERFERENCES AND/OR
EO
:lV�
' 0%
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT I
TEMPORARY BRACING/SHORING,
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE
A 1/2"
RESPONSIBILITY OF THE CONTRACTOR.
ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP.
CONCRETE NOTES
10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW,
IT IS
ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM
1.
ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST
OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTIONS
3
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST
AND 5/S5 FOR STRAPPING ALTERNATIVES.
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
2.
ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL
EPDXY NOTES
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1y2" INCHES FOR
1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
FOUNDATIONS, AND 3/4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33.
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
3.
MINIMUM CONCRETE
4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL.
2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO
THE
4.
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE
VAPOR BARRIER AND TERMITE TREATED SOIL.
5.
THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
OF THE
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFIC
IONS
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL
IN
FOOTING.
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
6.
ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL
3• ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF
8,000
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF
PSI AND TENSILE STRENGTH OF 2,300 PSI.
CONCRETE REINFORCEMENT".
4. ALL HOLES SHALL BE DRILLED WI -1 Il A DIAMETER NO LARGER THAN 1/8" GREATER THA
THE
7.
CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC.,
DIAMETER OF THE STEEL MEMBER IiEING INSTALLED.
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED.
5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR
TO
AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 2411,
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH
AS
8.
VERTICAL
LAITANCE, DUST, DIRT, AND OIL.
WHICHEVER IS GREATER.
9.
CORNER REINFORCEMENT SHALL BE LAPPED 25".
6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THA
THE
FIVE
YFAR$,-EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN
THIS
10.
REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO
THE
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL
TO
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
DO THE WORK.
10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY
REINFORCEMENT.
SHEATHING NOTES
11.
ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING,
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
FOR WALL SHEATHING:
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD.
1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LES
THAN
12.
STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF
7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.2 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK
NAILS
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
AT 6" O.C. ON EDGE, 8" O.C. IN FIELD_ FASTEN TO TOP AND BOTTOM PLATES AT 4" O.C.
13.
WHERE THREADED ROD,'j ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF
FOR ROOF SHEATHING:
STEM WALL MUST BE FILI ED.
1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16, AND NOT LESS
THAN
FRAMING NOTES
7/16" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS
WITH
DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO
FIELD
1.
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONDITIONS, BLOCK PANELS AT 12" O.C.
CONSTRUCTION.
FOR FLOOR DECKING:
2.
DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT
LESS
THAN 3/4" THICK. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
3.
ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24"
AND
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
MINIMUM 3/4' THICKNESS.
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
LOAD TABLE COMPONENT AND CLADDING
4
ALL
DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURETREATE
DESIGN PRESSURES
DWOOD
ROOF:
20 0 PSF
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
LIVE LOAD.
DEAD LOAD:
7.0 PSF
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
CEILING:
28.9
-37.9
LIVE LOAD:
10.0 PSF
7. DIMENSION LUMBER
LIVE LOAD -STORAGE:
30.0 PSF
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
DEAD LOAD:
5.0 PSF
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
50-100
25.6
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
FLOOR:
`oo
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
LIVE LOAD:
40.0 PSF
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND
DEAD LOAD:
10.0 PSF
LENGTH PER THE DETAILS
DECK LIVE LOAD:
50 0 PSF
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED WIND LOADS:
BELOW: WIND SPEED: 130 MPH
EXPOSURE: D
8d = 0.131" x 2-1/2" IMPORTANCE: 1.0
10d = 0.148" x 3" BUILDING CATEGORY: 11
12d = 0.148"x 3-1/4" ENCLOSED BUILDING:
16d = 0.162" x 3-1/2" INTERIOR PRESSURE
COEFFICIENT: 0.18
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN ROOF PITCH: MATCH EXISTING
AND/OR THE FOOTING DETAILS SHEET.
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
EFFECTIVE
AREA, SF
END ZONES, PSF
INTERIOR ZONES,
PSF
0-20
28.9
-37.9
28.9
WITH #5 BARS AT 12" O.C.
-31.5
20-50
27.1
-34.0
27.1
a U
-29.9
50-100
25.6
-32.2
25.6
`oo
-28.4
100-200
24.6
-28.9
24.6
(D
10'-9"
I I I I
--�- I --- - - --
}-
I i I I
i
FOUNDATION PLAN
J
J
i
0
6X6 PT NO.2 SYP POST.
ABU66, FASTEN TO FOOTING WITH
5/8" ANCHOR, EMBEDDED 8" INTO
FOOTING.
FOOTING. SEE PLAN FOR SIZE AND
REINFORCEMENT.
GROUND BELOW.
FOOTING SECTION
3/4" = 1'-0"
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:,_ JQ� DATE: 12-'1'2 '( 7
m
M
w
N
O
O
r;
0
Z
E
z O w
a
af
o d O
U �
W
W U)
N
0
Lu
F-
� Q
z
O
Fn
w z
�q
30"x30"x12" DEEP FOOTING
WITH (3) #5 BARS EACH WAY
�g
30"x58"x12" DEEP FOOTING
M
WITH #5 BARS AT 12" O.C.
EACH WAY
J
J
i
0
6X6 PT NO.2 SYP POST.
ABU66, FASTEN TO FOOTING WITH
5/8" ANCHOR, EMBEDDED 8" INTO
FOOTING.
FOOTING. SEE PLAN FOR SIZE AND
REINFORCEMENT.
GROUND BELOW.
FOOTING SECTION
3/4" = 1'-0"
OFFICE COPY
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
REVIEWED BY:,_ JQ� DATE: 12-'1'2 '( 7
m
M
w
N
O
O
r;
0
Z
E
z O w
a
af
o d O
U �
W
W U)
N
0
Lu
F-
� Q
z
O
Fn
w z
��. z
V )
W ^J
0-
Oz
Z 0
I..L. Q
W z
z
rW 0
V U-
co
CO N
cm
WN
U
M
0J
M
N
W
W
a U
M
�_
o
o
0
`oo
J
LL
D
U)
(D
W
zU
U
U)
U
m
a-
U)
o
U
Q,
N
�i
ZQ
-
J
�
m
�
=
Q
-o
Ch C cq
CL
N c) N
c) N
U �
0< F3 ��
T
o
N
�.` AY
m C7
N
.00
.00
m
CL is
O
.N-
0
U
Q
6
O
��. z
V )
W ^J
0-
Oz
Z 0
I..L. Q
W z
z
rW 0
V U-
Sheet
S1.01
1 OF 6
co
CO N
cm
Lo 04c
a U
mm
0
`oo
U
LL "-
(D
U
O
U`
N
U cv
L
m CO
�i
ccn
c�
.
m
Q
c) 0° o
m
ti
0
-o
Ch C cq
N c) N
c) N
U �
0< F3 ��
�.` AY
•%
-A
= 0 ; N
328
; =
' t
EO
:lV�
' 0%
.•' -s
Sheet
S1.01
1 OF 6
000
EIE]
GGG
000
momO
tiw<a.
A
3.01
KBM3
F it I I I 1 I
I I I I I I
I I I I I
I I I I I
A I I I I
I I 1 I I
F I I I I I I
BM
S3.01
I I I 1 I
I I I I I
1 1 I I I
I I 1 I I I
I I I I I 1
I; I I I I 1
1
I I I 1 I I
I 1 1 1 I I
1 1 I I I I
I IBM 16 1 1
I I I I I
BM11 I I I I I
I I I I I 1 I I
j�j I I 1 I I
li P/V
ii i i I I 1 I I`
1 VERIFY (2) 2
S3.01 1 KING, 1 CF
FIRST LEVEL WALL PLAN
1/4"= 1'-0"
B
1 I 1 I I I
I 1 1 I I I
I I I I I I
I I 1 I I I
'III; I 1 1 I I I
�B(
CA
3
B
BM8
wu
------- I
BM7
y
BM5
BM9
BM9
BM4
-------------------------
------------------------I
I
1-------------------------
VERIFY EXISTING GARAGE
_HEADER IS (3) 2X12 WITH 2 ------------
---__-
KINGS, Tiff
1-------------------------
--- -------------------
q
--- ------------------
I
-------------------------
---------
-V7ERIFY EXISTING GARAGE
HEADER IS (3) 2X12 WITH 2
KINGS, 2 CRIPPLES
---- -------------------
I C
---- -------------------
B
B
B
BM2
------------------------- I
------------------------- BM1
U------------------------
I-------------------------
-------------------------
BM4
B
B
7
BEAM SCHEDULE
MARK
MATERIAL
PLIES
SIZE
BM1
24F -1.8E BOOZER
1
3.5"X11.25"
J
OUTSIDER
24F -1.8E BOOZER
-__________- EE1503.5"X16"I-JOISTS AT 16" O.C.
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
BM2
a) a>
1
3.5"X11.25"
o
OUTSIDER
O>
HEADERS:
BM3
24F -1.8E BOOZER
1
3.5"X11.25"
D
OUTSIDER
Z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
BM4
NO.2 SYP
2
2X12
BM5
NO.2 SYP
2
2X12
BM6
24F -1.8E BOOZER
1
3.5"X11.25"
o
OUTSIDER
o
HEADER NOTATION IS:
24F -1.8E BOOZER
w
2
BM7
o
1
3.5"X11.25"
I..L
OUTSIDER
BM8
NO.2 SYP
2
2X12
BM9
NO.2 SYP
2
2X12
BM10
1.75" 2.0E LVL
4
1.75"16"
BM11
NO.2 SYP
2
2X12
BM11
NO.2 SYP
2
2X12
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
V V _/S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS
� W
SHEET NUMBER U M
M
DETAIL NUMBERW W M
SHEAR WALL DESIGNATIONLL
D Q J/�
�a
PORCH/GLULAM BEAM
m W a a
(n 0 m
INTERIOR BEARING WALL C'4
a
J J �
® 1 -STORY THREADED ROD
Q
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
BEAM. SEE TABLE FOR SIZE
�
U
Z
Q
FRAMING NOTES AND LEGEND
J
m
o
-__________- EE1503.5"X16"I-JOISTS AT 16" O.C.
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
M
N
N
a) a>
N
STUD MATERIAL: 2x No. 2 SPF, UNO.
o
.0
Y>
O>
HEADERS:
--------------- 2X12 JOISTS AT 16" O.C.
U
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
D
Z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
• •
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
F
w
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
z O
aw
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
o
a
o
HEADER NOTATION IS:
w
w
2
o
�
NUMBER OF PLIES IN HEADER
I..L
NUMBER OF KING STUDS
(2)12x612:1
I `- NUMBER OF CRIPPLE STUDS
w
N
N
SIZE OF DIMENSIONAL LUMBER
z
o
u -
O
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
>o
�
Z
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
V V _/S# SHEARWALL LOCATION
SEE DETAILS FOR FASTENERS
� W
SHEET NUMBER U M
M
DETAIL NUMBERW W M
SHEAR WALL DESIGNATIONLL
D Q J/�
�a
PORCH/GLULAM BEAM
m W a a
(n 0 m
INTERIOR BEARING WALL C'4
a
J J �
® 1 -STORY THREADED ROD
Q
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
BEAM. SEE TABLE FOR SIZE
Z
J
Q
o
-__________- EE1503.5"X16"I-JOISTS AT 16" O.C.
a) a>
N
C 7
.0
Y>
O>
N
45
--------------- 2X12 JOISTS AT 16" O.C.
U
CL
Q
D
2X12 LEDGER
0 VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
2x6 NO.2 SYP LEDGER
OC • FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
OFASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
WITH 10d NAILS AT 3" O.C.
OBEAM TO BEAM LUS210-2, ALL HOLES FILLED WITH 10d NAILS.
OFASTEN BEAM TO HEADER WITH MTS20, ALL HOLES FILLED WITH 10d
NAILS.
OFFICE COPY
S2.01
2 OF 6
Z
J
Q
W
J
a -
�
Z
cn
2
I..L
NNQ
u -
C1
c
co N
LO
co co
D1
� N
c
W Q
cn
c
mm
a�
`o
O
U
o
LL LL
m
U
N
0
�
U N
Nm
'a'w
-i
� LL
L
N
Q
m m
fn O
I`
a)
N
a = O
•> cq
N
c'
c/) of N
Oy
U 0
co
O
n O
\•�
WAY/%F
I FIC
�_
Off•.•'
•
•��
• 2
=0�
N
32
•;
O
;• ou ,
••
RI
/
/ F
0.000
`\
ill
Sheet No.
S2.01
2 OF 6
r--------------------------------7rrq
--------------------------------�
I I I I
I I I I
I I I I
I I I I
I 1 I I
I I I I
SEE FIRST LEVEL
FRAMING PLAN FOR
-------------------------------------------- --------------- DECK DETAILS.
______________________—____---___---______—
I I I I I I 1 1
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I
I I I I I I I I '.�� I I
------------------------------------------ I�r--1--1--J---L--I�----SII I
--------------------------------------------I---------------J
.01
--------- T------------ �J
(S3
, I ; I
----� I
I I I I
I
J-- ---- —I
4LL FILLED
TH 2X STUDS
'16" O.C.
2X6 1:1
aD'
3 3
S3.01 S3.01
SECOND LEVEL WALL PLAN
1/4" = V-0"
F
I
(2) 2X8 2:1
EZ
EZ
(2) 2X6 1:1
2
1.01
2
3.01
4
S3.01
i
I I
I I
I 1
I
I I
I I
I I
I
I I
I I
I I
I I
I I
I I
1 I
i I
i I
I I
I I
I I
I I
I I
I
I I
I I
I I
I
I I
rL
1,4
1
I 1
I 1
I I
I 1
I 1
I I
I I
I I
1 I
I I
I I
I I
I I
I I
I I
I i
I 1
I 1
I I
I I
I I
I I
I I
I I
I i
I i
I I
I I
I I
I I
I I
I I
I
I I
1 I
I I
I 1
I I
I
I I
I I
I I
I i
------------ - ----------------------
------------
--------------------- -1
----------------------
FRAMING NOTES AND LEGEND
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO.
STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS.
HEADER NOTATION IS:
NUMBER OF PLIES IN HEADER
NUMBER OF KING STUDS
,2).M.2:1}}
I NUMBER OF CRIPPLE STUDS
SIZE OF DIMENSIONAL LUMBER
SHEAR WALLS:
ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE
TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC
THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED
BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY,
ARE NOTED ON THE PLAN.
O
d
d
Q
m
co
CIDN
O
0
r;
z
L: tz
g
z O w
o-
.0
af
o a O
U �
W
W Z)
o U)
N
0
w
Q
U) o
z
O
T
W Z
Of
SW -#/S# SHEARWALL LOCATION
I SEE DETAILS FOR FASTENERS
W
SHEET NUMBER � M
M
DETAIL NUMBER W W N
SHEAR WALL DESIGNATION 0 0 J -i
m
PORCH/GLULAM BEAM
m W Q U
U) U m
a U) O U
INTERIOR BEARING WALL N
J -� °' ZZ
O 1 -STORY THREADED ROD = J J
Q
❑ 2 -STORY THREADED ROD
INDICATES GLAZING CLASSIFIED AS END ZONE.
EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
BEAM. SEE TABLE FOR SIZE
o
EE1 50 3.5"X16" WOISTS AT 16" O.C. > N
C >Y O 3: N
cc DC7 cl- 6 �
L O, f0
--------------- 2X12 JOISTS AT 16" O.C. U Q
2X12 LEDGER
OVERIFY
A
OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. FASTEN BEAM TO
_I
z
STUD GROUP WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING
WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD IS
w
WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
PLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
1
W
^
LL,
1 O
WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
J
r D
Q
2x6 NO.2 SYP LEDGER
z
OC
• FASTEN TO EACH STUD/TRUSS VERTICAL WITH (3) 1/4"X4" WOOD
SCREWS
0
• FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4"X4" WOOD
SCREWS AT 16" O.C.
O
FASTEN LAST STUD OF PROPOSED WALL TO EXISTING FRAMING
WITH 10d NAILS AT 3" O.C.
♦W
of
LL
V)
OBEAM
E
TO BEAM LUS210-2, ALL HOLES FILLED WITH 10d NAILS.
OFASTEN BEAM TO HEADER WITH MTS20, ALL HOLES FILLED WITH 10d
NAILS. d N U)
C co co
i
c
aU
U)vv
p o 0
U �u-
m
U
c
(D cli
U
N ro J
'p 7 LL
C U _
� m m
c- M C r
N U N
OY
U C
O��
WAY/VE '•
m_
E
G�
i
Sheeto.
k S2.02
OFFICE COPY
3 OF 6
-------------
m
-----------:
■
_ OOF PLAN
i
0
ROOF FRAMED WITH:
• SEE SPAN TABLE ON THIS PAGE FOR RAFTER
AND JOIST SIZES AND SPACING.
• COMMON AND HIP RIDGE BEAMS ARE ONE
NOMINAL SIZE LARGER THAN THE RAFTERS,
UNLESS NOTED OTHERWISE.
• SLEEPERS ARE ONE NOMINAL SIZE LARGER
THAN SUPPORTED RAFTERS.
• 2X LEDGERS, SAME SIZE AS ATTACHED RAFTER.
SEE CONVENTIONAL FRAMING NOTES FOR
FASTENING SPECIFICATIONS.
TRIPLE 2X12 CEILING JOIST FOR
RIDGE BEAM SUPPORT, UNO.
ROOF RAFTER
RIDGE BEAM
------------ CEILING JOIST
—' -- COLLAR TIE
Y
(2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED
TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO
• COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN
COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER.
CONVENTIONAL FRAMING - CEILING
MAX CEILING SPANS WITH 10 PSF LIVE LOAD, 5 PSF DEAD LOAD,
AND 1.00 DURATION FACTOR AT 24" O.C.
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x4
11'-3"
9'-10"
10'-9"
9'-3"
2x6
17'-8"
15'-6"
16'-11"
13'-11"
2x8
23"-4"
20'-5"
21'-7"
17'-7"
2x10
26'-0"
23'-11"
25'-7"
20'-11"
CONVENTIONAL FRAMING - ROOF
MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD,
AND 1.25 DURATION FACTOR
GRADE,
SYP
No.1
No.2
SPACING
16"
24"
16"
24"
2x6
14'-1"
12'-3"
13'-5"
11'-0"
2x8
18'-6"
16'-2"
17'-1"
13'-11"
2x10
23"-2"
18'-11"
20'-3"
16'-6"
2x12
26'-0"
22'-6"
23'-10"
19'-6"
❑
EL
a
Q
r
m
04
N
O
O
ti
r �
Z
F-
H
� ryry
Z O W
d
o a O
W
U ❑
U) W
W 0
❑ U)
UN
0.7
W
�_
U
L
W
C)J
0
M
M
`V
M
LL
m
U)
_j
J
LU
U)
J
=
CL
M
a
UO
Q
m
Z
Q
Z
Q
1..1.
V
z
LL
LL
O
0
0L
V
C
e0 N
i
cc coo
* U
T
�
o
N
�>
N U`
N
C
(9
Y >
00
p
0
N
i
❑
L
U
n.
Q
N
❑
Z
Q
1..1.
V
z
LL
LL
O
0
0L
V
C
e0 N
i
cc coo
* U
C
wU
rn
cc m
v -o
C
O
O 0
U
LL
U
c
U c-,
.a
7 tl
C
� t
(D
NX
m
o
Q
U)m
ti
r
<
M C cq
N
v
u�i
N
O
C:, 0
M 7 0)
•` WAYNF
• SIF
Off.'
•
• 2
- (9 ; No 2
O
•i
%. t•• ••
FF
1 17 �♦
Sheet No.
S2.03
4 OF 6
`11111 fLillI��III'ii
�-
-tiiiii-iii
7/16" OSB ROOF DECK FASTENED TO
FRAMING WITH 8d RING SHANKS AT 6" O.C.
ON EDGE AND 12" O.C. IN FIELD.
SEE CONVENTIONAL FRAMING NOTES FOR
FASTENERS.
(2) 2x6 NO. 2 SYP TOP PLATE FASTENED
WITH (2) ROWS 10d AT 16" O.C. STAGGERED.
MINIMUM 24" LAP WITH (12) 10d IN LAP.
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON
EDGES, 12" O.C. IN FIELD.
2X6 SPF STUDS AT 16" O.C.
2X6. FASTEN EACH END WITH
(4) SDS25300.
2X6 No.2 SYP BOTTOM PLATE FASTENED TO
2X6 No.2 SYP BAND BOARD WITH 10d NAILS
AT 12" O.C.
3/4" PLYWOOD FLOOR DECKING FASTENED
TO TRUSSES WITH 8d NAILS AT 6" O.C. ON
EDGE, 12" O.C. IN FIELD.
EEI 30 16" I -JOISTS AT 16" O.C.
EXISTING TOP PLATE
2X8 KICKER AND LEDGER
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON
EDGES, 12" O.C. IN FIELD.
ALL THREAD CONNECTORS. SEE
ALL -THREAD NOTES FOR INSTALLATION
SPECIFICATIONS, SPACING AND
EMBEDMENT.
EXISTING 2X STUDS
EXISTING BOTTOM PLATE
SEE FOUNDATION PLAN FOR FOOTING
SPECIFICATIONS.
TYPICAL TV &STORY SECTION
(0) 1/2" = 1'-0"
7/16" OSB ROOF DECK FASTENED
TO FRAMING WITH 8d RING
SHANKS AT 6" O.C. ON EDGE
AND 12" O.C. IN FIELD.
SEE CONVENTIONAL FRAMING
NOTES FOR RAFTER TO TOP
PLATE FASTENING.
(2) 2x6 NO. 2 SYP TOP PLATE
FASTENED WITH (2) ROWS 10d
AT 16" O.C. STAGGERED.
MINIMUM 24" LAP WITH (12) 10d IN
LAP.
FASTEN STUD TO TOP PLATE
WIOTH SDWC15600.
2x6 SPF STUDS AT 16" O.C.
FASTEN 7/16" OSB W/ 8d @ 6"
O.C. ON EDGES, 12" O.C. IN
FIELD.
FASTEN STUD TO TOP PLATE
WITH SDWC15450.
2x6 NO. 2 SYP PT BOTTOM
PLATE. FASTEN TO BEAM BELOW
WITH 16d NAILS AT 6" O.C.
FLOOR TRUSSES
SECOND FLOOR STUD TO BEAM:
MSTA24 AT 32" O.C. WITH (26) 10d
NAILS.
EXISTING GARAGE HEADER.
VERIFY EXISTING PER PLAN.
2 SECTION ON BEAM
3/4" = 1'-0"
SPH WITH (10) 8d AT 24" O.C. IN
HEADER, MINIMUM (2) PER
HEADER
NO. 2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
CRIPPLES TO HEADER WITH
MSTA18 WITH (6) 10d IN
HEADER, (8) 10d IN CRIPPLE
KING STUDS & CRIPPLES: (6) 16d
BETWEEN ADJACENT KING
STUDS AND CRIPPLES.
ALL CRIPPLES TO BEAM BELOW
WITH MSTA30 WITH (16) 8d
BEAM BELOW.
4 TYPICAL HEADER DETAIL - ON BEAM
3/4" - V-0"
EDGE OF ALL THREAD
WASHER MUST BE WITHIN 3"
OF THE HEADER KING STUD,
TYP BOTH SIDES OF OPENING.
NO. 2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
KING STUDS & CRIPPLES: (6)
16d BETWEEN ADJACENT KING
STUDS AND CRIPPLES.
FLOOR TRUSS SYSTEM BY
OTHERS.
3 TYPICAL HEADER FRAMING DETAIL
3/4" 1'-0"
NOS
t=S
1 . IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD
SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED F DR THE
HEADER, CRIPPLES, KINGS OR TOP PLATE.
IUS2.37/16, ALL HOLES
FILLED WITH 10d NAILS.
3/4" PLYWOOD FLOOR DECKING
FASTENED TO i -JOISTS WITH 8d
NAILS AT 6" O.C. ON EDGE, 12"
O.C. IN FIELD.
EEI 50 16" I -JOISTS AT 16" O.C.
BM10
5 SECTION
3/4 1 0
JX6" DECKING. FASTEN TO JOISTS WITH
(2) 3/16" GALV DECK SCREWS AT EACH
INTERSECTION.
LUS210, ALL HOLES
FILLED WITH 10d NAILS.
2X12 DECK JOISTS AT 16" O.C.
2X12 LEDGER
TYPICAL DECK DETAIL
3/4" = 1'-0"
NEW SECOND STORY WALL. SEE
SECTION 1/S3.01.
JX6" DECKING. FASTEN TO JOISTS WITH
(2) 3/16" GALV DECK SCREWS AT EACH
INTERSECTION.
LUS210, ALL HOLES
FILLED WITH 10d NAILS.
2X12 DECK JOISTS AT 16" O.C.
2X12 LEDGER
TYPICAL DECK DETAIL
3/4" = 1'-0"
�—
SEE CONVENTIONAL
o
>
FRAMING NOTES FOR
(n
J
J
FASTENERS.
Z
U
O
CV
2X4 KNEE WALL. DOUBLE
�a U
TOP PLATE, STUDS AT 16"
a> C9
O.C.
m(D
mo
>
0.0
O
N
i
❑
EXISTING ROOF
p,
Q
REMOVED.
EXISTING 2X4 WALL
0
FRAMING
%" ALL THREAD
CONNECTORS.
3/4" PLYWOOD FLOOR
J� DECKING.
i
4A0 LCU"EM
EXISTING 2X4 WALL
FRAMING
SEE CONVENTIONAL FRAMING
NOTES FOR FASTENERS.
2X4 KNEE WALL. DOUBLE TOP
�— PLATE, STUDS AT 16" O.C.
EXISTING ROOF REMOVED.
11 EXISTING 2X4 WALL FRAMING
�t
1 11
1 1" ALL THREAD CONNECTORS.
EE ALL -THREAD NOTES FOR
1 IWSTALLATION SPECIFICATIONS,
1 $ACING AND EMBEDMENT.
3/ PLYWOOD FLOOR DECKING
FA TENED TO I -JOISTS WITH 8d
NA S AT 6" O.C. ON EDGE, 12" O.C.
1 IN HELD.
i u
BM10
FASTEN BEAM TO WALL PER NOTE
EXISTING 2X4 WALL FRAMING
$ TYPICAL TWO-STORY SECTION
3/4" = 1'-0"
7/16" OSB ROOF DECK FASTENED TO
FRAMING WITH 8d RING SHANKS AT 6" O.C.
ON EDGE AND 12" O.C. IN FIELD.
SEE CONVENTIONAL FRAMING NOTES
FOR RAFTER TO TOP PLATE FASTENING.
(2) 2x4 NO. 2 SYP TOP PLATE FASTENED
WITH (2) ROWS 10d AT 16" O.C.
STAGGERED. MINIMUM 24" LAP WITH (12)
10d IN LAP.
FASTEN TOP AND BOTTOM OF STUDS TO
TOP AND BOTTOM PLATES WITH SIMPSON
SPH AT 32" O.C.
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON
EDGES, 12" O.C. IN FIELD.
2x4 SPF STUDS AT 16" O.C.
2x4 NO. 2 SYP PT BOTTOM PLATE. FASTEN
TO BEAM BELOW WITH 16d NAILS AT 6"
O.C. PLACE SPH BEFORE NAILING!
SECOND FLOOR TO BEAM: MSTA24 AT 32"
O.C. WITH (26) 10d NAILS. SUPPORT BEAM
AS SHOWN ON FRAMING PLANS.
9 WALL SECTION ON LVL BEAM
1/2" 1'-0"
OFFICE COPY
❑
a
a
>-
m
co
N
O
0
Z
E w
z O w
d
o a O
� w
U ❑
W
U)
❑ w
N
O
w
f -
a7 Q
z ❑
0
D
w z°
U
W
0
U
7
G.
W
0
o
>
M
M
CV
M
-j
(n
J
J
W
�
J
J
=
Z
U
O
CV
U
m
U
Q
a
U
C
00 N �
ch co
N N
Q1
* 7t
51
o
N
�a U
a C7
a> C9
cli
m(D
mo
>
0.0
O
N
i
❑
L
U
p,
Q
l6
❑
U
C
00 N �
ch co
N N
Q1
* 7t
O
w<
►-
0-0
vi
-0 -o
0
`o 0
U
u- u -
a)
U
0
(D
C�
(� N
L
� M
'p
C
7 u -
U)cu
x
0 0
m
B T
<
O
m O
= 00
•c
N
co
N
O -0
,
O
�; 014,
(7 O
WAYMN
o``<<z 4u :'
-002 0 28
-
--0'S
0.
4/4
O/�' •'• '•
N��
'APFF
Sheet No.
S3.01
OFFICE COPY
�
d
C7
�
a
m
co
N
O
O
r
ti
r
O
Z
H
F-
-0
afaf
Z
O
W
LL
o
a-
ly-
O
-�
U
LL
�
cl)
W
w
Z)
o
U)
N
O
W
�
F-
a
Z
O
Fn
>
W
o
Z
w
U
M
7
L
M
`V
W W
N
M
0
_j
J
LL
m
M
W � Q
Q
�
(n U
m
zQ
CL
C)
N
�(7
n
NU
N
O
a C7
N
O
r
U
a
a
m
V)
J_
Q
W
0
CD
Z
75
Q
ry
U -
U
C
N L0
co co
L0 04
C
W a
11 U
U)
c
m m
v v
O
U
0 0
IL LL
U
cc
0
C7
U N
NM
N
'�
= J
:3LL
( t
20
a)
Q
m m
U) m O
f~
43)
-2 O
N
c, C CR
U) N N
O
U �
OCO
--3 0)
`11111111ll�'
V1IAYNF
. • %
�.
0 :• �
. 2 ;
:m-
_ (� ; No. 328
=
S
• ' :���:
FF \
1
Sheet No.
S3,02
6 OF
6