1132 Beach Ave. RES18-0367 dwgs10(2)2X6 ® 16" O.C.
BALLOON FRAME WALL
TO ROOF OUTLOOKERS
(2)2X6 @ 16" O.C.
BALLOON FRAME WALL
Tr) IDnnC' ni ITI nnllcIDc
SHEATH WALL THRU LOW
ROOF TO WALL BELOW.
(OVERLAP FLOOR SYSTEM
12" MIN)
2 -STORY (2)2X6
SPF#2 STUDIS
SHEATH WALL THRU LOW
ROOF TO WALL BELOW.
(OVERLAP FLOOR SYSTEM
12" MIN)
CS18 @ BO1 TOM OF
STUD WHERE NOTED.
SEE DETAIL AT BOTTOM
RIGHT OF PAGE.
(3)2x6 SPF#2
POST.
STRAP HEADER PER
DETAIL 7/S0.1.
STRAP HEADER PER
DETAIL 7/S0.1.
STRAP HEADER PER
DETAIL 7/S0.1.
BEAM TO POST:
2-MSTA24 STRAPS (TYP)
a
0
SYMBOLS L EGEND
DESIGNATES -tiEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d ® iJ DESIGNATES 8d COMMONS
3" O.C. EDGE & 6" O.C. "IN THE
FIELD"
DESIGNATES THE HEADER SIZE, NUMBER
(2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
----I BEAM OR TRUSS, SEE PLAN
=��GL� INTERIOR LOAD BEARING WALL
ANCHOR LEGEND
X V A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
%" A307 DIAMETER FULL HEIGHT
THREADED ROD, SEE DETAIL 12/SO.1
fib" A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
V A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/SO.1
SIMPSON HTT5 SEE DETAIL 15/S0.1
SIMPSON DTT2Z SEE DETAIL 15/SO.1
SIMPSON LTT20B SEE DETAIL 15/SO.1
WALL STUD SCHEDULE
LOCATION PLATE STUD SIZE
HEIGHT & SPACING
EXTERIOR MAX' 2x4 SPF#2 0 16" O.C.
EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or
MAX 2x4 SPF#2 0 12" O.C.
EXTERIOR 10'-1 "TO
14'-0 2x6 SPF#2 0 16" O.C.
INTERIOR IMAX 2x4 SPF#2 0 16" O.C.
INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. c
MAX 2x4 SPF#2 0 12" O.C.
;ffi10 1daTm
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.
4.) 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/SO.O 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.0
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3 jS0.0
GENERAL NOTES
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.0 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.0
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
3/SO.0
5. AT SHEARWALLS, PROVIDE DIAPHRAGM
ATTACHMENT PER DETAIL 5/SO.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
CS18 STRAPPING DETAIL
CS18 STRAP w/ 10"
END LENGTH. FASTEN
THIS END w/ 9-10d.
WALL FRAMING �
oLq
NO NAILS REQUIRED
FLOORIN CLEAR SPAN
TRUSSES -X, I
OR JOIST.
WALL FRAMING 'Z
z z
? J
3RD LEVEL WALL FRAMING PLAN CS18 STRAP w/ 10"
END LENGTH. FASTEN
SCALE: 1/4" = 1'-0" THIS END w/ 9-10d.
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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.
3RD LEVEL
WALL
FRAMING
PLAN
SHEET
5105
SHEET 10 OF 1 1
O
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H O
d-
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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.
3RD LEVEL
WALL
FRAMING
PLAN
SHEET
5105
SHEET 10 OF 1 1
AFTER TAILS,
EE DETAIL 1/S1.4
ROOF TRUSS PLACEMENT PLAN
SCALE: 1/4" = 1'-0"
NOTE: ROOF FRAMING SHALL BE CONSTRUCTED WITH PRE—ENGINEERED ROOF
TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER. THE CONTRACTOR SHALL
SUBMIT THE TRUSS DESIGN TO THE EOR FOR APPROVAL PRIOR TO CONSTRUCTION.
THIS PLAN SHOWS TRUSS ORIENTATION AND BEARING WALLS.
TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2-12D TOENAILS & 1—SIMPSON SDWC15600
SCREW UNLESS OTHERWISE NOTED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
HANGERS ON JOB ARE AS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION
1 -PLY TRUSS
PART #
HTU26
APPROVAL #
FL10655.8
IU
01
9-1
III
SYMBOLS LEGEND
HTS16 I DESIGNATES UPLIFT CONNECIOh
FRAMING PLAN NOTES:
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.Q..
4. WHEN USING (2)H2.5T CLIPS ON 1'/Z" WIDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
TRUSS
FASTENING DETAILS
TOP PLATE TO
STUD SDWC15600
TRUSS TIE DOWN WITH SIMPSON SDWC
STUD DIRECTLY
BELOW TRUSS
SDWC1
Rafter to Top Plate shown
Truss to Top Plate similar
Optimal 221T
10' 0'
30'
Y2"Max
TOP PLATE TO
STUD SDWC15600
1. Sloped—roof rafters may be sloped up to and including
a 12:12 pitch and must be "birdsmouth" cut.
SIMPSON SDWC INSTALLATION RANGE
STUD NOT DIRECTL
BELOW TRUSS
for installation
SDWC INSTALLATION
Rafter to Top Plate shown
(Truss to Top Plate similar)
limit
[►Colsol(;3xillo
®Do not install SDWC in
hatched area
SDWC15600
1 1/2" MIN
2" MAX
SDWC INSTALLATION RANGE
X"" minimum edge
distance for full
values (with or -+
without a plate
splice)
Y: from top plate „
splice Offset
for full values
Rafter or Truss
Splice may be in upper or
lower plate
SDWC AT TOP PLATE SPLICE
STUD NOT DIRECTL'
__46t4_�4
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 5ABOURIN 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 15
UNCLEAR REFER TO TFC
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
ROOF TRUSS
PLACEMENT
PLAN
SHEET
S1.&
SHEET 11 OF