1755 BEACH AVE-DRAWINGSSN ANSON R_ESIDENCE
GARAGE
INTERIOR RENOVATIO ",INS
A.,.PT,
1755 Beach Avenuc Atlantic Beach, F 32233
PIERNIT ISSUE
a
Jan 29 2017
REVISED JULY29, 2017 - ROOF STYLE CHANGES F
MPMETHODCO LIANCE
THE DESIGN CONTAINED HEREIN AS PERFORMED UNDER THE WORK AREA COMPLIANCE
METHOD DESCRIBED PIR SECTIO14 30`1.1.2, FLORIDA BUILDING CODE 5th EDITION (2014)
EXISTING:
EXISTING BUILDING.
THE WORK TO THE EXISTING STRUCTURE IS CLASSIFIED AS ALTERATIONS LEVEL 3, PER SECTION 505,
GARAGES UARE F DTAGE: 560 FLORIDA' BTJILDING CODE 5th ,
Q EDI ON (2014) EXISTING BUILDING, AND SHALL COMPLY WITH CHAPTERS 7, 8, & 9.
a
A.RAGEgAPT. SQ UAR FOOTAGE. 560 �.
FINISHED OPEN PORCH: 178
1 298
PROPOSED; INDEX OF DRAWINGS
CVR COVERSHET
GARAGE SQUARE FOOTAGE: 560
Q A- I GARAGE LVEL FLOOR PLANS
GARAGE APT. SQUARE FOOTAGE: 560 TYPE OF CONSTRUCTION.......... TYPE V-B A-2 2ND LEVELIGARAGE APT. FLOOR PLANS
n
OCCUPANCY CLASS.................... GROUP R-3
A-3 NORTH EL NATION
FINISHED OPEN PORCH. 178 A-4 SOUTH EL ATION
A-5 WEST ELE TION
OFFICE COPY
19298 APPLICABLE CODES. A-6 EAST ELEV TION
1. FL. BUILDING CODE 5th EDITION 2014 EXISTING BUILDING A-7 ROOF PLA AND TYPICAL STAIR DETAIL
2. NAT'L ELECTRICAL CODE 2011 A-8 TYPICAL NDOW FLASHINGS
E-1 PROPOSED LECTRICAL PLANS _ 3
REVISION
TOTAL WORK AREA: 3. FLORIDA FIRE PREVE TION CODE 5th EDITION 2014 Bpi f �.
GARAGE APARTMENT` / OPEN PORCH 4. ATLANTIC BEACH LA14D DEVELOPMENT CODE DATE' "
.738 SQ. FT. s��N�
WORK AREA: S STRUCTURj LL PAGES (by E.O.R.)
AUG
2017
THE COMMON BUILDING CONTRACTORS, INC. RESERVESLAW COPYRIGHT AN OTHER PROPERTY RIGHTS F THESE DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS
BOSCOON THE JOB SHALL BE FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TC ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS-SHA L HAVE PRECEDENCE OVER SCALED DIMENSION
_ u _ u
PROJECT CONTA T. _ _ SEC ION
2158 MAYPORT ROAD SCALE. 1 10 0 APPROVED. CHECKED BY. PACE #.
Swanson Renovations
OSCOATLANTIC BEACH— ------ - -----, FL. 32233 Jeff Swanson LET R
17 B h Av n u
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����.. 904- 1-0320 55 Beach e
PHONE. 24 PHONE. 904-233-7 0 DRAWN BY. T. DAVIS
FAX: 904-241-0326 AtlanticBeach
FAX:
_PAG
. AID.IA,
bERSPAGE TITLE.todd@boscocbc.com Fonda 3233EMAIL: d7600@ ma Isom DATE. Saturday, Jul 29, 2017 NUM
Coversheet
REVISION SCHEDULE
NUMBER
DATE
.REVISION NOTE
1
7/29/2017
CHANGED ROOF STYLE
2/
CON ITIONS
COPYRIGHT AN OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND ON THE JOB SHALL BE FIELD VERIFIED.
BOSCO BUILDING CONTRACTORS, INC. RESERVES THE COMMON LAW C _
HA L HAV
WRITTEN DIMENSIONS S E PRE EDEN E
BE REPRODUCED CHANGED IN ANY MANNER, OR TRANSFERRED T ANYONE OTHER THAN CLIENT LISTED HEREIN.C C OVER SCALED DIMENSION .
I
THEY ARE NOT TO ,
PROJECT CONTACT. = SEC ION .
1 MAYPORT ROAD SCALE. 3/16 1 0 APPROVED. CHECKED BY. PAGE #.
2 58
Renovations SwansonLET ER
BOSCO 33 Jeff Swanson
ATLANTIC "BEACH, FL. 322 AA�3
A h Avenue
1755 BeaC e u _ _ DRAWN BY. T. DAVIS
�rr€r, PHONE: 904-241-0320 PHONE. 904 233 7800
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. Beach
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FAX: 904-241-0326 Atlantic eaC FAX. PAG
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-- Florida 32233 ail.co DATE: Saturday, Jul 29 2017 PAGE TITLE:
: todd@boscocbc.com EMAIL: jd7600@gmail.com y, y NunBERs North Elevation
1
I�
SOUTH ELEVATION
3/1611 =1
0
REVISION SCHEDULE
;NUMBER
DATE
REVISION NOTE
1
7/29/2017
CHANGED ROOF STYLE
CON' . RETAINING WALLS
r
B
(A REVISED
7
THE COMMON LAW COPYRIGHT D OTHER PROP F
OSCO BUILDING CONTRACTORS INC. RESERVES TAN PROPERTY RIGHTS � THESE DOCUMENTS AND ALL DIMENSIONS AND CON (TIONS ON THE JOB SHALL BE
B FIELD VERIFIED,
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SH L HAVE PRECEDENCE OVER SCALED DIMENSION
PROJECT CONTACT: 21 MAYPORT ROAD SCALE. 3 16 = 1-0 SE ION APPROVED
<: 58 / CHECKED BY. PAGE #.
RnvtlnSwansone a a s
0Jeff w n n LET ER
FL. 22 S Swanson ATLANTIC -BEACH, 3 33
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A
hAvenue
t b .. 1755 Beach
PHONE: 904-241-0320PHONE: 904-233 6Q -7 0 DRAWN BY: T. DAMS A�4
B
Atlantic each 1
FAX. 904-241-0326 FAX.
PA E
todd@boscocbc.com Florida
32233v
EMAIL. jd7600@gm�ii.com�il.com DATE.Saturda
Saturday, 29, 2017 NUMBERS PAGE TITLE.
South Elevation
PROPOSED WPqlm ELEVATION
" 1.01
3/16
1
A
e REVISED
! IONS ON THE JOB SHALL BE FIELD VERIFIED.
�DING CONTRACTORS, INC. RESERVES THE COMMON LAW COPYRIGHT AN OTHER PROPERTY RIGHTS OF THESE DOCUMENTS AND ALL DIMENSIONS AND CON )IT
IONS
BUIL
DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSION
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY
MANNER OR TRANSFERRED O ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN S
_ SE TION APPROVED: CHECKED BY: PAGE #:
PROJECT CONTACT: SCALE: 3/16 - 1 0
2158 MAYPORT ROAD
n R nov tons LE ER
0 Swansoe
S C 0
ATLANTIC BEACH, FL. 32233 A�5
Jeff Swanson
,M ::":::1 . . .... X
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1755 Beach Aven e- DRAWN BY: T. DAVIS
.€ � PHONE: 904-241-0320
PHONE. 904 233-7600
1
Atlantic BeachPA E
FAX: 904-241-0326 FAX
COMMERMAL AND RES_IDENTIAL Florida32233 EMAIL: jd7600@gmail.com DATE . Saturday, Jul
29, 2017 NU BERS PAGE TITLE: West Elevation
todd@boscocbc.com
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A rox�mate Grade 4- -4 4- IL , _ -� - �- �- - - pprox�rnate rade
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EXISTING GRADE (High GradeOide)
PROPOSED EAST ELEVATION g q
0 1-1 all - .41 nig
REVISION SCHEDULE
NUMBER
DATE
REVISION NOTE
1
7/29/2017
CHANGED ROOF STYLE
n�
r
q REVISED
HER PRO S OF THESE S INC. RESERVES THE COMMON LAW COPYRIGHT AND PROPERTY RIGHT ESE. DOCUMENTS AND ALL DIMENSIONS AND CONDITIONS
BOSCO BUILDING CONTRACTORS, _ON THE JOB SHALL BE .FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED O ANYONE OTHER THAN CLIENT LISTED HEREIN. WRITTEN DIMENSIONS SH LL HAVE PRECEDENCE OVER SCALED DIMENSION
• ,
PROJECT CONTACT. _ _ S
2158 MAYPORT ROAD SCALE. 3/16 1 0 E TION APPROVED. CHECKED BY. PAGE #.
Swanson Renov(gations
0 &C O�: ATLANTIC BEACH FL. 32233 Jeff Swanson LE TER
a� '
h Avenue
u din fac, 0 ,A�6
1755 Beac a ue DRAWN BY.
PHONE.- 904-241-0320 PHONE: 904-233-7600 T. DAVIS
Atlantic Beach 1
L SND RESIDENTIAL
FAX: 904-241-0326 FAX. PA E
Florida 32233
todd@boscocbc.com EMAIL: 'd7600 mail corn DATE: Saturday, 29 2017 PAGE
� Cog Y Y � N BERS G TITLE: East Elevation
GABLE
1
walking surface guardrail maximum 4" sphere N
B shown cannot pass through - R312,1.3
N
exception - trangular space at steps
so that a 6" sphere cannot pass r
R312,1.3 exception #1
36" high guardrail handrail required - R311.8.3
required when
deck is over 30" open stair guardrail maximum 4.3/8" sphere <=
above grade cannot pass through - R312,1.3 - exception #Z W
R312.1,1 (n
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3/4" min. to 1-1/4 max. - R311.7.5.3
7-3/4" max. riser - R311.7.5.1
CN
10, minimum tread - R311.7,5.2
I I I I I I I I
LJ I I LJ
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it
N U K 1 H bUO I H
1. Landing and stair illumination is required per R303.7_ ! t�
-17
2. For glazing in guards and railings see R308.4.4
3. There shall be a landing or floor on each side of each exterior door. ftftft
s rve
hail not be less th n tWe.e d.e t ofeWp
ach landm S a 11A� � . li�s easured in the �.4
:.
direction of travefi. Exeror landings shall be permitted to have a slope not.ts�..:
n.. , _... .
1 4 unit vertical in 12 units horizontal(2-percent). R33 ._ ., ■w,,.,,.,
exceed / u t e -�. .
i 14 mm in I width th t II
4. Stairways shall not be less than 36 inches (9 ,) clear w d a a points
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re
above the permitted handrail height and below the required headroom height.
g t.
es on either side of the stairway :Handrails shall not project more than 4.5 inch y and the
.. o the handrail height, including .minimum clear width. of the stairway at and below e ha g ng reads
- s where' handrail is install
and landings, shall not be less than 31 1/2 inches a od on one side.
it r provided and 27 inches where handrails are ed on both sides R311.7.1 p o d
n i
5. Handrails shall be provided on at least one side of each continuous run
of treads or flight with four or more risers R311.7.8
6. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches8/12
measured vertical) from the sloped line adjoining the tread eosin or from the floor surface
m Y p 1 g 9
of the landing or latform on that portion of the stairway R311.7.2
e protected from decay
7. All exterior decks exposed to the weather must b p y
p 7;
and shall be b use of naturally durable wood or wood that is,preservative treated
Y Y
in accordance with AWPA Ul for the species, product, preservative and end use.
Preservatives shall be listed in Section 4 of
AWPA UI.
8. Handrail ends shall be returned or terminated in newel posts or safe terminals R311.7.8.2 - REVS
P safety (�
lam' On q' 1./
TYPICAL STAIRS AND RAILINGS
NOT TO SCALE
PROPOSED ROOF PLAN
4/12 HIP/1 3/16" = 1'-p"
REVISION SCHEDULE
NUMBER
DATE
REVISION NOTE
1
7/29/2017
CHANGED ROOF STYLE
BOSCO BUILDING CONTRACTORS, OF THESE DOCUMENTS AND ALL DIMENSIONS INC. RESERVES THE COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS NS AND CONDITIONS ON THE JOB SHALL BE FIELD VERIFIED.
THEY ARE NOT TO BE REPRODUCED, CHANGED IN ANY MANNER, OR TRANSFERRED TO ANYONE OTHER THAN CLIENT LISTED HEREIN: WRITTEN DIMENSIONS SH LL HAVE PRECEDENCE OVER SCALED DIMENSION
--------------
CT
PROJECT CONTRA S CTION APPROVED: CH PAGE #:
2158 MAYPORT ROAD SCALE. As Noted CHECKED BY. G
SwansonRenovati ns L TER
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'130 L U ATLANTIC BEACH, FL. 32233 Je S a soA-7
............
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t.t 1755 BeaC e e _ _ DRAWN BY. T. DAMS
Bali PHONE. 904-241-0320 PHONE. 904 233 7 00
Atlantic Beach
1
FAX: 904-241-0326 FAX: P G E
COMMERCIALAND. RESIDENTIAL.
Florida 32233told boscocbc.com
EMAIL. jd7600@gmai1.com DATE. Saturday, July 29 2017 N MBERSPA PAGE
TITLE: Roof Plan.. and Typical Stair Detail
4
1
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FRAMING NOTES AND LEGEND in
TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. w
STUD MATERIAL: 2x No. 2 SPF, UNO. $ w
I HEADERS: r Q
k ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X m g
2 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
S3.01MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' O v O
THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O
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HEADER NOTATION IS: W
NUMBER OF PLIES IN HEADER co
I Do
2 2X12 2 2X12 ' 2 2X12 ! i NUMBER OF KING STUDS
1 (2) 2� x6,2:1
i, 2 I -4
N N , $3.01 1 NUMBER OF CRIPPLE STUDS w No 0
L� a
N N 2 ! ( SIZE OF DIMENSIONAL LUMBER z p
VERIFY EXISTING WALL 5 N S3.01 0
HAS #5 VERTICAL q g > o
REINFORCEMENT AT S3.0 i PORCH/GLULAM BEAM w z
24" O.C.
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ll/7-;7=77/117-1r t " 1 -STORY THREADED ROD
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(3)1.75 X16 2.0E LVL 4:3
DEZ ,
INDICATES GLAZING CLASSIFIED AS END ZONE.
1 1 EZ ? S3.01 i EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
ill EZ
E ; L PRESSURES," ON COVER SHEET. U
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N + ' i W N
r + �' ROOF FRAMED WITH: ~ c�
I ? s? EXISTING 2X4 WALLS TO BE r'
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REINFORCED S3.01 ! i . SEE TABLE FOR ROOF RAFTER SIZE 0 Q W LL
( I AND SPACING. U V Q 2
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-- � - - � � � COMMON RIDGE BEAMS _ U
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w w SEE CONVENTIONAL FRAMING NOTES Q m
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9 2 FOR FASTENING SPECIFICATIONS. _ (n
w 1 ' X 9 52.01 J Z � 1--
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VERIFY EXISTING WALL VERIFY EXISTING WALL w w
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HAS #5 VERTICAL HAS #5 VERTICAL z z 3 I (3) 2X10 CONVENTIONAL FRAMING - ROOF m Q
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REINFORCEMENT AT � ; REINFORCEMENT AT � p p
d 1 n./
48 O.C. �, 48 O.C.
0
Q Q [ ' ° r�� MAX ROOF SPANS WITH 20 PSF LIVE LOAD, 10 PSF DEAD LOAD,
3 AND 1.25 DURATION FACTOR V
S3.01 /� 1 GRADE.
IE
— -� ! I ,--__e_--____--_� E� a SYP. No.1 No.2 m
TYP
_ SPACING 16" 24" 16" 24"
2x6 14'-1" 12'-301 13'-5" 11-0
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S3.01 V
5 5 5
S3.01 53.01 S3.01
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L z
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EC ND LEVEL WALL PLANf=::�%ROOF PLAN Z
IRST LEVEL WALL PLAN - S �"
J" OSB SHEATHING.
ILL
2X6 ROOF RAFTERS AT 24" O.C. 2X
r -v RIDGE BEAMS. SEE CONVENTION
FRAMING NOTES FOR FASTENING.
N w
(2) 2x6 NO.2 SYP TOP PLATE FAST (ED _ 0, r,
'---- WITH 2 ROWS 10d AT 16" O.C. o�
f O .*E wQ
STAGGERED. LAP CORNERS WIT11bd = a v
NAILS. �. a v
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7-
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7,f l 2X6 KNEE WALL. STUDS AT 16"0.(.FASTEN EACH END. WITH H3. �
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(3) 2x10 NO.2 SYP FASTENED WIT H3 c s
m m
7/16" OSB ROOF DECK FASTENED O Q lz a o
FRAMING WITH 8d RING SHANKS 6" M
O.C. ON EDGE AND 12" O.C. IN FI D. N o 0 c`ry
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AUG 2 2017
SEE ADJACENT NOTES FASTEN RIDGE TO STUD
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TOP PLATE WITH HCP4
SEE TYPICAL WALL SECTIONS
FOR WALL DETAILS. COPY Sheet No.
OFFICE
C POLA FRAMING
. R 150=01V I S 10 N S2001
1/2" _ V -0n spy
DATE
SIGNED 3 OF 4
a C9 0
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7/16" OSB ROOF DECK FASTENED o j
TO FRAMING WITH 8d RING SHANKS" o w
2X6 TRELLIS RAFTER AT 24 O.C. FASTEN TO LEDGER
AT 6" O.C. O EDGES AND 12" O.C. o
WITH (2) SDS25412 TOE -SCREWS. FASTEN TO BEAM .- z
INFIELD. WITH TIMBERLOK TLOK10.
z
SEE CONVENTIONAL FRAMING WOOD -FRAMED WALL. SEE SECTION 1/S3.01 FOR
NOTES FOR O TOP PLATE DETAILS. E 0
FASTENING. RAFTER T 3 z
2X6 LEDGER FASTENED TO STUDS WITH (3)1/4"X4"
2 2x12 NO. .BEAM. FASTEN PLIES 0 o 0 o
O WOOD SCREWS PER INTERSECTION OF STUD AND o a o 0
LEDGER.
TOGETHER ITH (2) ROWS OF 10d v, o w
7/16" OSB ROOF DECK FASTENED TO NAILS AT 12" O.C. STAGGERED.' _ 4X6 TRELLIS BEAM. FASTEN TO BEAM BELOW WITH w >
co w
FRAMING WITH 8d RING SHANKS AT 6" O.C. FASTEN BEA TO POST WITH
TIMBERLOKTLOK08 SCREWS. COUNTERSINK AND FILL
ON EDGES AND 12" O.C. IN FIELD. MSTA24 ST P, ALL HOLES FILLED— HOLE AS NEEDED.
WITH 10d NAILS FASTEN CORNER WITH LS90 - ! 4X4 HORIZONTAL BRACE. 45 BEVEL AND FASTEN TO
(3) 2x10 SYP,
� �. VERTICAL BRACE WITH (2) SDS25600. NOTCH POST 1-2"
€ TO ALLOW FOR DIAGONAL BRACE. N
SEE CONVENTIONAL FRAMING NOTES FOR
TOP PLATE FASTENING. FASTEN RIDGE WITH L90 4X4 VERTICAL BRACE. FASTEN TO CMU WITH (2) 3/8"0 w o 0
RAFTER TO THROUGH -BOLTS. 45" BEVEL AT TOP. NOTCH POST 1-2" z a
0
TO ALLOW FOR DIAGONAL BRACE. z
(2) 2x6 NO.2 SYP TOP PLATE FASTENED
(2) 2x12 SYP RIDGE BEAM %'
WITH (2) ROWS 10d AT 16" O.C.
4X8 DIAGONAL BRACE, CUT FOR ARC. FASTEN TO > o
STAGGERED. MINIMUM 24" LAP WITH (12)
VERTICAL BRACE POST WITH (2) SDS25312. FASTEN TO � z �- N
10d IN LAP. i _ HORIZONTAL BRACE WITH (2) SDS25450.
(3)2x10 SYP
NOTES:
4X4 PT NO.2 "YP POST. SEE PLAN 1. COUNTERSINK AND FILL ALL BOLTS AND SCREWS.
FOR SIZE. FASTEN RIDGE WITH L90 Cn
3/8" ALL THREAD CONNECTORS. SEE 2. SEE ARCHITECTURAL PLANS FOR SPECIFIC KORBEL
ALL -THREAD NOTES ON THIS SHEET FOR FASTEN OUTSIDE CORNER WITH LS90 DIMENSIONS:
INSTALLATION SPECIFICATIONS, SPACING O
C ,
AND EMBEDMENT. ETAIL &-3/
," = 1'-0" W M
M
ABU. USE 1/2 ANCHOR EMBEDDED ? N
6" AND ALL TOLES FILLED WITH 10d Z
o� NAILS. O Q W Li
FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON U
U C'3 d
EDGES, 12" O.C. IN FIELD. z U Q
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(3I
L7 to U-)�
ADD 2x4 SPF STUDS AT 16" O.C. BETWEEN i , ,�E ` ; FINISHED GRADE J z to Z
OR ADJACENT TO THE EXISTING STUDS.
J
EXISTING BOTTOM PLATE TO REMAIN. 1�;� _k ;fir SEE SHEETS 1.01 FOR FOUNDATION m ~
f . DETAILS.AA
O
T_ EXISTING FLOOR SYSTEMH=i i 17777=1 1
Ii VERIFY OR INSTALL A 2X8 PT SYP TOP
PLATE. FASTEN TO BOND BEAM WITH 1/2"
ANCHOR BOLTS AT 48" O.C. ANCHOR
BOLTS EMBEDDED 6" INTO BOND BEAM.
TYPICALPLACE ANCHOR BOLTS WITHIN 6" OF WALL
E VTI O V _
b„
twf
SPLICES, AS REQUIRED.3/4 � a -0
1
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-
PROPOSED MASONRY WALL >. N
�a ALL THREAD EXTENDS 8" INTO BOND BEAM
s.:
EXISTING MASONRY WALL
o v ¢ o
k EXISTING BOND BEAM A a
VERIFY #5 BARS AT 48" O.C. MAX. IF NONE,
INSTALL #5 BAR, DRILLED AND EPDXIED 6"
INTO EXISTING BOND BEAM. EXTEND 25"`
a INTO EMPTY CELL. - 2X8 TRELLIS RAFTER AT 24" O.C. FASTEN TO LEDGER
WITH (2) SDS25412 TOE -SCREWS. FASTEN TO BEAM
J
WITH TIMBERLOK TLOK10.
W00 FRAMED WALL. SEESECTION1/S3.01 FOR I
DETAILS. — —i
EXISTING 8x8 x16 MASONRY BLOCK
WALL. VERIFY OR INSTALL #5 VERTICAL 2X4 LEDGER FASTENED TO STUDS WITH (3)1/4"X4"
#5 REINFORCEMENT, DRILLED AND EPDXIED
REINFORCEMENT AT CELLS ADJACENT TO = WOO SCREWS PER INTERSECTION OF STUD AND v - L--�_ .-�_ ��.
USING SIMPSON SET ADHESIVE. PLACE ONE
CORNER, EACH SIDE OF OPENINGS, AND
l; LEDGER. BAR AT THE TOP COURSE, ONE AT MID
AT SPACING SHOWN ON PLAN. FILL CELLS ! ' 3X10 TRELLIS BEAM, FASTEN TO BEAM BELOW WITH ', HEIGHT AND ONE AT THE BOTTOM COURSE.
I WITH 3000 PSI CONCRETE.
TIMBERLOK LOG012 SCREWS. COUNTERSINK AND FILL O COU S
Z
1 3 HOLE AS NEEDED.
NEW EPDXIED BARS AND VERTICAL BARS CELLS IN THE PROPOSED AND EXISTING
4X6H RIZONTAL BRACE. 45° BEVEL AND FASTEN TO IN SAME CELL!! WALLS MUST BE FILLED. MINIMUM
VERTICAL BRACE WITH (2) SDS25600. NOTCH POST 1-2
EMBEDMENT INTO EXISTING WALL AND
�. _. TOA LOW FOR DIAGONAL BRACE. ii PROPOSED WALL IS 6". MINIMUM EDGE
VERIFY #5 BARS AT 48" O.C. MAX. IF NONE,
_ DISTANCE OF REINFORCEMENT IS 3".
INSTALL #5 BAR, DRILLED AND EPDXIED 6" \� SEE SECTION 1/S3.01 FOR TYPICAL WALL DETAILS.
i U
INTO EXISTING FOOTING. EXTEND 25" INTO
EMPTY CELL. 4X6 VERTICAL BRACE. FASTEN TO CMU WITH (3) 3/8"0
" " #5 VERTICAL BAR DRILLED AND EPDXIED INTO
THROUGH -BOLTS. 45 BEVEL AT TOP. NOTCH POST 1-2
TO ALLOW FOR DIAGONAL BRACE. = EXISTING STRIP FOOTING. EMBED 8" INTO
04 EXISTING AND LAP WITH END VERTICAL 25
4X12 DIAGONAL BRACE, CUT FOR ARC. FASTEN TO
g
VERTICAL AND HORIZONTAL BRACE POST WITH (3)�c c� i Lc
a> w'
SDS25600. u°'i N
QV
W6
"
EXISTING CMU WALL. SEE` SECTION 1/S3.OL
VERIFY EXISTING FOUNDATION IS 16
WIDE MINIMUM.. ° p o 0
EXISTING FOUNDATION U LL U_
;. NOT S: °
CD 1. COUNTERSINK AND FILL ALL BOLTS AND SCREWS.
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2. SEE ARCHITECTURAL PLANS FOR SPECIFIC KORBEL z ° L m
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DIMENSIONS. "
c ca
K 1 W
d e m o
TYPICAL WALL SECTION ORBEL DETAIL MASONRY WALL CONNECTION m
3/4" = 1'-0 314" =1'-0" 3/4" = T -Ow 0 M c' 00
N co y
O Y N
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1451
N .593 70
A -
31
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OFFICE COPY Sheet No.
5s
REVISION ItS3m01BPS -a �R�+� �
-
DATE 2-1
2 / I
SIGNED
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