1132 Beach Ave. RES18-0367 dwgs8MONO FOOTING TO
W/ (2) #5X3
EPDXI
ARM
"Ift' Now
FOOTING SCHEDULE AND NOTES
TYPE I LENGTH I WIDTH I DEPTH I BOTTOM BARS
F2.0
2'-0"
2'-0"
1'-0"
3—#5 EA. WAY BOT.
F2.5
2'-6"
2'-6"
1'-0"
3—#5 EA. WAY BOT.
F3.0
3'-0"
3'-0"
1'-0"
3—#5 EA. WAY BOT.
F3.5
3'-6"
3'-6"
1'-0"
4—#5 EA. WAY BOT.
F4.0
4'-0"
4'-0"
1'-0"
4—#5 EA. WAY BOT.
F4.5
4'-6"i
4'-6" 1
1'-0" 1
4—#5 EA, WAY BOT.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE
FOUNDATION. FOR GENERA.- FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS, ECT., SEE- ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR
REFERENCE ONLY.
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES.
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
0
I
CV
FOUNDATION
SCALE: 1/4" = 1.-0"
MONO FOOTING TO STEMWALL
W/ (2) #5X30" DOWELS
EPDXIED 6" MIN.
SYMBOLS LEGEND
-----
DESIGNATES FOOTING LINE
U
0Z
DESIGNATES SAWCUT LINE
®
INTERIOR LOAD BEARING WALL
DESIGNATES SLAB RECESS
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Christopher'"J'ASabourin PE
FL PE#71461
PLAN NAME
1132 BEACH AVE
DATE
06.20.18
SSE No.
CHAP -18-0039
ISSUE DATE
PERMIT 06.20.18
REVISIONS DATE
FIELD ALTERATION
CON IRAL IOR SHALL CONTACT
CHRISTOPHER SABOURIN PE PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY CHRISTOPHER
SABOURIN MAY RESULT IN ADDITIONAL
ENGINEERING OR INSPECTION FEES.
SCALING
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FOUNDATION
SHEET
SID
I SHEET 4 OF 11 1
AT WALLS GREATER THEN
4'-0" HIGH, NOTIFY E.O.R.
FOR TEMPORARY BRACING
LAYOUT PLAN AND
PERMANENT LATERAL
SUPPORT DETAIL.
GRADE OR CONIC.
SLAB, SEE PLAN.
STEMWALL SCHEDULE
CMU
REINFORCING
COURSES
1 TO 6
#4 VERT. @ 48"0. C.
7 TO 101
#4 VERT. @ 24"O.C.
11 TO 12
##4 VERT. @ 8"O.C.
STEMWALLS OVER 6 COURSES TO
HAVE TRUSS
TYPE HORIZ. JOINT
REINF. BETWEEN EVERY OTHER
COURSE, FILL CELLS SOLID.
TYPICAL WALL FRAMING AND ANCHORAGE
PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE
CORNER BARS (TYPICAL)
F-12" HOOK INTO SLAB.
MONO SLAB FOOTING AT PORCHES,
WHEN SPECIFIED ON PLAN.
SLAB ON GRADE,
SEE PLAN.
°
°
#4 DOWEL TO MATCH VERT.
STEMWALL REINFORCING (SEE
SCHEDULE) w/ 6" HOOK INTO
\\ \ FOOTING. LAP VERT REINFORCING
° d\ 25" IF STEMWALL IS GREATER
\\ \
\ \ THAN (3) COURSES.
CONT. CONCRETE FOOTING
10"d x 20"w w/(3)#4 OR (2)#5 CONT.
STEMWALL FOOTING
SCALE: 3/4" = 1'-0"
WALL FRAMING
STEP, SEE ARCH. PLAN
1—#4 CONTINUOUS, PROVIDE
CORNER BARS AT CORNERS
ZZ 5'/2 „
° L SLAB ON
a GRADE,
\ ° . �\ ° SEE PLAN.
#3 DOWEL BAR @ 24" O.C.
3"
8"x20" w/(2)#5 CONT.
4 MONO. FOOTING w/ CURB
AT WALLS GREATER THEN
4'-0" HIGH, NOTIFY E.O.R.
FOR TEMPORARY BRACING
LAYOUT PLAN AND
PERMANENT LATERAL
SUPPORT DETAIL.
GRADE OR CONC.
SLAB, SEE PLAN.
STEMWALL SCHEDULE
CMU
REINFORCING
COURSES
1 TO 6
##4 VERT. @ 48"O.C.
7 TO 10
##4 VERT. @ 24"O.C.
11 TO 12
##4 VERT. @ 8"O.C.
STEMWALLS OVER 6 COURSES TO
HAVE TRUSS TYPE HORIZ. JOINT
REINF. BETWEEN EVERY OTHER
COURSE. FILL CELLS SOLID.
12" HOOK INTO SLAB.
MONO SLAB FOOTING AT PORCHES,
WHEN SPECIFIED ON PLAN.
LAB ON GRADE,
° EE PLAN.
\ice
#4 DOWEL TO MATCH VERT.
\\/ STEMWALL REINFORCING (SEE
SCHEDULE) w/ 6" HOOK INTO
\ FOOTING. LAP VERT REINFORCING
° \\ 25" IF STEMWALL IS GREATER
THAN (3) COURSES.
CONT. CONCRETE FOOTING
"d x 20"w w/(2)#5 CONT.
d
PORCH STEM WALL
0
TYPICAL WALL FRAMING
AND ANCHORAGE PER
CONSTRUCTION SPECS.
1-#5 CONT PROVIDE
\ 0
SEE 7B/S1.01
CORNER BARS (TYP.)
SEE ARCH PLAN ~`\
SLAB ON
a o - GRADE,
---a -----=-- -- ,� SEE PLAN.
\\ \\ SHOWER PAN SLOPES T
PLAN. MAINTAIN 4" 0 DRAIN, SEE ARCH
\/\\\ MIN. SLAB THICKNESS.
STEMWALL, SEE 1 /S1.01
FOOTIN{3 W/ SHOWER RECESS
(IF REQUIRED
1" DEEP SAWCUT w/ SLAB ON GRADE,
ELASTOMERIC SEALANT SEE PLAN
NOTES:
1) PROVIDE SAWCUTS TO CREATE
APPROXIMATE 12' X 12' MAX. SQ.
2) SAWCUT CONC. SLAB WITHIN 4 TO
12 HOURS OF CONC. PLACEMENT.
CAIA/ r
DETAIL
MATCH DOOR 3/4
WITH, SEE ARCH. RECESS
SLAB ON
GRADE,
i7SEE PLAN.
PAVING
BY BUILDER
12">.12" DETAIL 9B 1##5 CONT.
E.J.
MATERIAL
SLAB ON
-1-2 GRADE,
jA SEE PLAN.
THICKENED EDGE 8"x8"
w/ 1—#5 CONT. DETAIL 9A
WALL FRAMIN
2—#5 CONT.
71
SLAB ON
-----.--�.—. GRADE,
SEE PLAN.
00
OPTIONAL
2" FLAIR
8"x20"
w/(2)#5 CONT.
BEARING AT INTERIOR
WOOD POST WITW AQ11
STEM WAL
8
GRADE OR CONC.
SLAB, SEE PLAN.
TYPICAL WALL FRAMING AND
ANCHORAGE PER
CONSTRUCTION SPECS.
8" CMU OPEN BOTTOM LINTEL
BLOCK w/ 1—#5 CONTINUOUS
SLAB ON
°
GRADE— ° �° . d
SEE PLAN I° \
LLI
J
°d ° • °
A.
3" CLEAR
Ty
10"x20"
w/ 2—#5 CONT.
GARAGE STEM WALL
(IF REQUIRED)
CMU PIER AT FRONT ENTRY
7
SOLE PLATE ANCHOR,
SEE 3/SO.0
8" CMU STEM WALL W/
#4 VERTICAL DOWELS @ 24" O.C.
90" BEND INTO FTG.
CONTINUOUS CONCRETE
FOOTING
STEP, SEE --' --=f
ARCH.
(4" MAX.) EQUAL TO SLAB
THICKNESS.
7B @ SLAB RECESS
WALL FRAMING \
STEP, SEE ARCH.
PLAN. 12" MAX 1�7 r
SLAB ON
a -° a =—=d— . GRADE,
SEE PLAN.
00
8"x on w/(3)#5 CONT.
MONO. FOOTING AT STEP-DOWN
SLAB ON GRADE,
SEE PLAN.
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Christopher J Sabourin PE
FL PE#71461
PLAN NAME
1132 BEACH AVE
DATE
06.20.18
SSE No.
CHAP -18-0039
ISSUE DATE
PERMIT 06.20.18
REVISIONS DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT
CHRISTOPHER SABOURIN PE PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY CHRISTOPHER
SABOURIN MAY RESULT IN ADDITIONAL
ENGINEERING OR INSPECTION FEES.
SCALING
DO NOT SCALE_ DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FOUNDATION
DETAILS
SHEATH WALL THRU
ROOF TO WALL ABOVE
(OVERLAP FLOOR SYSTEM
12" MIN)
SEE DETAIL 3/S0.1 FOR
BEAM CONN. (TYPICAL).
STRAP EACH END OF
BEAM WITH 2-MST24
STRAPS (TYP)
6x6 P.T. SYP#2 POST
w/ABU66. SEE DETAIL
2/S0.1 (TYP.).
SOLE PLATE ANCHOR SPACING SCHD
ALL EXTERIOR WALL
42" O.C.
UNLESS OTHER NOTED
E -4w Ln U
SHEARWALLS
24" O.C.
(SW 3/6)
EHU o
SOLE PLT ®#
WHEN NOTED ON PLAN
e
SEE NOTE 2
1. INSTALL SOLE PLATE ANCHORS PER DETAIL
3%SO'O
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT ® 36" = 36"
ON -CENTER SPACING
4x4 P.T. SYP#2 POST
i. I I I
FIRST LEVEL WALL FRAMING PLAN
SCALE: 1/4" = 1'-0"
SEE DETAIL
1 /SO.2.
�1 SEE DETAIL
2/SO. 2.
J
SEE DETAIL
1/S0.2,
SEE DETAIL 3/SO.1 FOR
BEAM CONN. (TYPICAL).
6x6 P.T. SYP#2 POST
w/ABU66. SEE DETAIL
2/S0.1 (TYP,).
a.0----1
SYMBOLS LEGEND
DESIGNATES SHE.ARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
---I BEAM OR TRUSS, SEE PLAN
® INTERIOR LOAD BEARING WALL
ANCHOR LEGEND
%" A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
X5 %" A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
%" A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
%" A307 DIAMETER THREADED
(95 ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
SIMPSON HTT5 SEE DETAIL 15/S0.1
SIMPSON DTT2Z SEE DETAIL 15/S0.1
SIMPSON LTT20B SEE DETAIL 15/S0.1
../WALL STUD SCHEDULE
LOCATION PLATE STUD SIZE
HEIGHT & SPACING
EXTERIOR 91-1" 2x4 SPF#2 0 16" O.C.
MAX
EXTERIOR 10'-1 2x6 SPF#2 0 16" O.C. Qr
MAX 2x4 SPF#2 0 12" O.C.
EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C.
14'-0"
INTERIOR 1 MAX 2x4 SPF#2 ® 16" O.C.
INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C.
MAX 2x4 SPF#2 0 12" O.C.
snro �ff.4.
1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN,
CONTRACTOR MAY INCREASE STUD SIZE TO MEET
ARCHITECTURAL REQUIREMENTS.
3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE,
4r) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
MINIMUM. SEE 3/S0.0 FOR ADDITIONAL ANCHORS AT
SHEARWALLS
COMBINED USE PANEL NOTES
1. EXTERIOR WALL SHEATHING SHALL BE
CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1 /SO.1 FOR SHEATHING
SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
2. SEE SHEET SO.0 FOR WALL SHEATHING
SPECIFICATIONS.
3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1 /SO.O
4, INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.O
I GENERAL NOTES I
1. SEE DETAIL 2/SO.0 FOR WALL FRAMING DETAIL.
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS,
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
2. SEE SHEET SO.O FOR ROOF AND FLOOR
SHEATHING SPECIFICATIONS.
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO.O
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.0
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/S0.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
AND HOLD DOWNS
Christopher) Sabourin PE
FL PE#71461
PLAN NAME
1132 BEACH AVE
DATE
06.20.18
SSE No.
CHAP -18-0039
ISSUE
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Christopher) Sabourin PE
FL PE#71461
PLAN NAME
1132 BEACH AVE
DATE
06.20.18
SSE No.
CHAP -18-0039
ISSUE
Ry> n. ty *$ansss C1d'��..yr�r
PERMIT
06.20.18
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REVISIONS
DATE
e
ORIV
rt � ".,
Christopher) Sabourin PE
FL PE#71461
PLAN NAME
1132 BEACH AVE
DATE
06.20.18
SSE No.
CHAP -18-0039
ISSUE
DATE
PERMIT
06.20.18
REVISIONS
DATE
FIELD ALTERATION
CONTRACTOR SHALL CONTACT
CHRISTOPHER SABOURIN PE PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS. ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY CHRISTOPHER
SABOURIN MAY RESULT IN ADDITIONAL
ENGINEERING OR INSPECTION FEES.
SCALING
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS. IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
FIRST
LEVEL
WALL
FRAMING
PLAN
SHEET
51,1
SHEET 6 OF 11