1490 Selva marina Dr K'F.'v I N F
90-4) -7
24'-0" 16'-6" 16'-2"
,,__2:-O' 3'-6" 3'-6- 8'-11 5'-8" 11-111,
Fr- ————————-
INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESI IE(4-MINIMUM)
U)
AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO
NEW POURED CONCRETE FOOTING(12 MINIMUM).TYPICAL-U.O.N.
F
L————— —--———-
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0? 0
CUT AND POUR NEW--,,,,"�I I --VERIFY BEARING
W
a. FOOTING(SEE DETAIL) STEPDOWN FOOTING.
0
I IF NO FOOTING PRESENT
Cn ADD PER DETAIL
6ON8�ETE SLAB WITH 6x6 Wl.4xl.4
WWFORFIBERMESHbVER. INSTALL#5 DOWELS EMBEDDED
VAPOR BARRIER-'COVERIING
CLEAN,COMPACT,TREAT-ED FILL. 114TO ADHESIVE(4-MINIMUM)@ 48-O.C.
C? ALONG PERIMETER OF EXISTING
6'
C%4 FOUNDATION.DOWELS WILL
F
BE EMBEDDED INTO NEW POURED
L�',ONCRETE(12-MINIMUM).TYPICAL-U.O.N.
L--J
0
di%h'
B
L——————
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r-—————————————————--——————-
INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4-MINIMUM)@ 48"O.C.
LL��—=jj ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL
in 6
CD BE EMBEDDED INTO NEW POURED CONCRETE(12-MINIMUM).TYPICAL-U.O.N.
<� INS IALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4-MINIMUM)
3'-6" 15'-0" 3'-6" 16'-6" AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO
ENEV'IV POURED CONCRETE FOOTING(12"MINIMUM).TYPICAL-U.O.N. INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4-MINIMUM) DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)
AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO FOOTING.DOWELS WILL BE EMBEDDED INTO
NEW POURED CONCRETE FOOTING(12-MINIMUM).TYPICAL-U.O.N. D CONCRETE FOOTING(12-MINIMUM).TYPICAL-U.O.N.
1K
OEI
ni n,
4"CONCRETE SLAB WITH 6x6 W1.41.4
WWF OR FIBERMESH OVER
0
VAPOR BARRIER COVERING D
CLEAN,COMPACT,TREATED FILL. W
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0
co
L,A 9
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EMBEDD DSTRAPAT1
'T
GARAGE DOOR OPENING
SEE DETAIL"F"ON SDA
21'-0"
91-01,
011
3'-6" 15'-0" 2'-6"
23'-4" 12'-0"
CD
Ir
F
F
19 F-
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0
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0
U-J)
EPDXY#5 DOWEL AV-
4"INTO EXISTING,
EMBED 6"INTO NEW CUT&REMOVE SLAB
9 9 @ 48-O.C.ALONG AS REQUIRED
.:4
LENGTH OF FOOTING
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0 0
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IF r
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CA I SECTION NEW 16"W x 12"D TOP VIEW
J J L J FOOTING WITH(2)
OP V,
L #5's CONTINUOUS
24"x 24"x 12"PAD FOOTING
WITH(2)#5 EACH WAY
L L (Tyi DETAIL OF NEW FOOTING ADDED TO EXISTING SLAB
S
SEE
\\FFDETAIL"E"ON SDA
(TYPICAL)
3'-6" 151-0" 101-01, ===;;J
3'-6" 9'-6- 10'-6"
No: DATE:
52-40 A
A2
A
4
HOAAF, P-,,
CONTRACTOR SHALL VERIFY ALL DIMENSIONS This drawing is an
USING FINAL APPROVED FLOOR PLAN PRIOR property of Ke
remain his propert:
TO CONSTRUCTION. be restricted to the
pared and publicatio
firc�t floor such use.
SCALE: 1/4" -01.
11481 ST.AUGUSTINE RD., Job No: 09
I #201HULSBERG ENGINEERING. INC.1
NEW COPPER CHIMNEY CAP
NEW BRICK VENEER
NEW STANDING SEAM OVER EXISTING CHIMNEY
METAL ROOF
NEW COPPER CHIMNEY CAP NEW COPPER CHIMNEY CAP
L_LT
J ...I......
NEW BRICK VENEER CHIMNEY NEW BRICK VENEER CHIMNEY
8'-0" PLATE
.. ................
....... ...
TOP OF WINDOW NEW STANDING SEAM .................
................... .................................................... ...... ...... .. ...... ..............
METAL ROOF
NEW WINDOW AND
...... ....... ........ ........
-7-7
::�DOOR TRIM.
.......... ..... ................. ...................... ...................... ................. .......
........................ ..........
.......... ...........
12
zo NEW OPEN RAFTER TAIL
60
_E ............................................................. ........................................-........................... ...................... ...... ..................
4
12 EAVES ON NEW PORCH.
...........
4
SECOND FLOOR
10'-0"PLATE
u u u u u u u u u u u U-1- u F-1
u u u u u u- u u u u u u u F�� EXISTING
.................. ..........................-......................................
...................................................................... ................ ......................... .....................
TOP OF WINDOW-NEW
--------------
LT I.-L
TOP OF WINDOW-
........... ..... ........... ............... ....................... ....................................................... ............................................................................... ....................... .............................................
EXIST .................. .....
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FIRSTJFLOORILI ........... .......... ...................... ................... ...........................
FIN ISH GRADE ------- ILLL
NEW STAINED WOOD
GARAGE DOORS.
NEW PAINTED SQUARE
rT� oa5t olovation PANELED COLUMNS.
1\�3 SCALE: 1/4" 1 1-01,
NEW COPPER CHIMNEY CAP
NEW BRICK VENEER
OVER EXISTING CHIMNEY
L a
T-i.
..........
..............
............
............
NEW COPPER CHIMNEY CAP
8'-0"PLATE
NEW BRICK VENEER CHIMNEY
.............................*....................
................................ .............. ........... ............
................
a'. -r.
NEW STANDING SEAM
............ ............ METAL ROOF
...................................................
co
.......... .........................
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.............. .......... 12
IF
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F", SECOND FLOOR
10'-0"PLATE
T F
..................................................... ................................................... ................ ............... .......... ............... ......................................................... .......... ................. ............ ..................................................... ........... .............................. ............. ..................... ............. ...................
TOP OF WINDOW
....... ..... W
........... ....................... ............. NEW OPEN RAFTER TAIL TOP OF
..........
...............................
EAVES ON NEW PORCH.
WINDOW-
............ ...........
EXIST
.......................................................................................................................... ....... ............. .......................................... .................
......................................... .....................................................
............ .....................................
...........
LJ_
.......... .........
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NEW PAINTED SQUARE co
.................................................................................... ........................................ .... .......................................
..............
..................................... ...............
80
........................................................... .....................
PANELED COLUMNS.
L_............ -------------- ------ ..........
............................................................................ ................................................... ....................................................
............ .............. ........... ..............................
.......................
................................................ ............... ........... .................................................
........... ...... .................... ............
.................... ......... —-------------- ........... -----------------
FIRST FLOQR
.............
.............................. ............................. .............. ....................... ................................................................. ............................. ...............
LZI
I_ LT-L.
------ ............. T�T- i T- I _I_T� FINISH GRADE
............. ..........
NEWWINDOWAND
DOOR TRIM.
MULTI-PLY ENGINEERED BEAM(LVL or PARALLAM)CONNECTION(U.O.N.): LU
M
(2)PLY 1 X"WIDTH BEAMS- (3)ROWS-0.131-04'NAILS@ 12"O.C. TYPICAL EDGE STRIP(5) z
a=5.0' (D 0
(3)PLY1 4"WIDTHBEAMS- (3)ROWS-0.131"04'NAILS @ 8"O.C.(APPLY EACH SIDE)
NOTE:
THIS OPEN PORCH CEILING REQUIRES A TYPICAL INTERIOR ZONE(4)
(4)PLY 1 X"WIDTH BEAMS- (3)ROWS-SIMPSON Y4'x 6"SDS SCREWS@ 12"O.C.(APPLY EACH SIDE) 2)
MINIMUM X8"SHEATHING.
cn
FASTEN WITH 6d COM OR BOX NAILS NOTES:
AT 6"O.C.ON EDGES AND 12"O.C.IN THE
JIFIELD. 1) SPACE NAILS OR SCREWS 2"FROM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM E
2) MINIMUM MATERIAL SPECIFICATIONS: cn
NOTE: An 0
EACH EXTERIOR POST SHALL BE TREATED E= 1,900,000 psi E
Fb=2600 psi (1) i
44 POST ON ABU44-Z POST BASE.UZ& CL 0
TLj 101 W Fc
_ff 750 psi
Fv=285 psi D a
L LL POSTS-(U.O.N.) �Lj �i ILL
SEE DETAIL"U"ON SHEET SD-3 cn
CL
x
CD
CONTINUOUS OVER 01 co
FOUR SPANS
...... (2) 1 X"x 11 Y8"LVL PORCH EADER NEW
WALL ff3)1?/4"X 1178"LV Uj I
WIND PRESSURES ON WINDOWS, DOORS & LL
_2C 2K
SOFFITS (psf)
oil =3
0
rr(2)2x8 HEADER AREAOFOPENING EDGES RIPM INTERIOR ZONE(4)
Lu %%���2K Pos Neg Pos Neg
_"_�/(2)?X6_1�
ca 0
LU
CRIPPLES ca.
I I Icj 0 to 20 sf 26.0 -34.8 26.0 -28.2 -2
20.1 to 50 sf 24.9 -32.3 24.9 -27. Uj
-29.3. 23.3 -25.51
0 50.1 to 100 sf 23.3.
100.1 to 200 sf 1 22.01 -27.11 22.0 -24.2 ca
w 200.1 to 500 sf 20.91 -24.61 20.91 -23.1
-34.81 26.01 -28.2 _0
0 es gn ressu 26.0
L=u Base Design
Pressure 22.00 GCpi ±0.18 j
(3)2X4 BUILT-UP (2)2x6 BUILT-UP cn
CA
POST(MIN.) POST(MIN.) co
0111 < a)
Lu DESIGN LOADS -0
DEFLECTION CRITERIA
j
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FLOORS FLOORS CD
C_
LIVE LOAD CARPET OR WOOD FINISH
'?=7777777777:��: -----------------
.................... LIVING AREAS: 40psf LIVE LOAD: L/480 c" co L'LJ
.............. .......: :..I...........
::.................................... . EXTERIOR BALCONIES: 60psf
. ................................. . ..................................................... TOTAL LOAD: L/240 Lu
........................................................ EXTERIOR DECKS: 40psf _j LU 0
gill ED Of
>
NEW DEAD LOAD TILE OR BRITTLE FINISH a) CL
0
UJ
< WALL CARPET OR WOOD FINISH: 15psf LIVE LOAD- L/600 .4
Illx ui
04 ^A +1 TILE OR BRITTLE FINISH: 20psf TOTAL LOAD: L/360 c"
SIMPSON NEW E
0 STRONGWALL 1"(2)2x8 HEADER f-(2)2x8 HEADE WALL ROOFS ROOFS 0 CL
LU
SSW24x10 2C 2K 2C 2K LIVE LOAD LIVE LOAD: L/240 -0 z z
..... TRUSS TOP CHORD: 20pst TOTAL LOAD: L/180 0
n a
TRUSS BOTTOM CHORD: 1 Opsl 0-
co
. ..... . CONVENTIONAL RAFTER: 20psf WALLS E
>1
CONVENTIONAL CEILING: 20psf BRITTLE FINISH 143- cf)
rjK-_x 11 FIO-RLH!LADER - -- - - - -7EXISTING BEAM TO BE V14 00
DEAD LOAD WIND LOAD: L/240 c" LO
w
> w VERIFIED BY ENGINEER
- ---- - cn 0 �e - TRUSS TOP CHORD:
0 �_, DURING DEMO
C/3 9 < CN SHINGLE- 7psf FLEXIBLE FINISH: 0)
M Lu c: 0
0 U) _j
TILE- 15psf WIND LOAD: L/120 2 U_
:D 0 0 Z LML,
Z x TRUSS BOTTOM CHORD: 5psf -
�� CIA CONVENTIONAL RAFTER:
C14 EXISTING TRUSS
0 (Ty SHINGLE- 1 Opsf
ca.
0
TILE- 20psf 0
CONVENTIONAL CEILING: 10psf a)
-NEW
WALL Uj
DESIGN CRITERIA: JEL
c: L
c
z
-- -- - - - - BUILDING CODE:200 7 FLORIDA BUILDING CODE, RESIDENTIAL C13
cn LU
BEVEL CUT END- WIND DESIGN METHOD:ASCE 7-05
NEW PERMITTED(TYP.) 7BEAM TO BE SIZED BY 12 <
BASIC WIND SPEED: 120 mph _0 LL_ L
WALL THE ENGINEER DURING _0 <
0.................... k,�:J
DEMO cu Z L
.. ...................... BUILDING CATEGORY: 11 L
Lu Lj
> .....
w i�:
0 C/) 0 �!e WIND IMPORTANCE FACTOR: 1.00 cm
cn Z < C,4 <
< w
0 U) WIND EXPOSURE: B
Z3 0 C:)
X Eli
ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRED) cu I-_
z
0
BUILDING CLASSIFICATION: RESIDENTIAL LLJ
a) 0
GARAGE DOOR SHALL BE RATED FOR A LU
BUILDING TYPE: TYPE V CONSTRUCTION F- a_
MINIMUM DESIGN PRESSURE OF 0
0
26.3 psf PROJECT SCOPE OF WORK IS CLASSIFIED PER EXISTING BUILDING a E
CODE AS BOTH "ADDITION"AND "ALTERATION LEVEL(2) .2) W c
cn 0 LU U
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0 cn _j
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0 -LEVEL#2
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ALTERATION cli LU
04 Fj
0
EMBEDDED STRAP AT U_
ca LL
GARAGE DOOR OPENING 45 LU
a)
SEE DETAIL 7"ON SD-1.
F7777C;..... .................... . .
......... .........................
C14--- - - -- -- - - -
(ki x 11 XV LVL PORCH HEADER c:)
C14
NEW Q_ co
0 LO
U C14
..... . WALL " CD
a) cn
ADDITION -6 C'� c'
U_ to
LU NOTES: _0 00 CD
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cu co _j
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1) ALL FIRST FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 M C-9 > CD
ADDITION Z W
>1 0- < 0
A 04 STUDS @ 16"O.C.FOR PLATE HEIGHT OF 10'-1 Y8"-U.O.N. x
0 co
U_
<
2) ALL FIRST FLOOR INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH2x4
SHEARWALL LEGEND:
00
0
SPF No.2 STUDS @ 16"O.C.FOR PLATE HEIGHTS UP TO 10--1 X8"-U.O.N. E
E
U,
< 0
w 11 11 3) THE FIRST FLOOR EXTERIOR WALL FINISH IS"FLEXIBLE'(SIDING)-U.O.N. SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER 0
U) SCALE:
NOTIFY ENGINEER OF ANY VARIATIONS.
/16- OR 1Y32"RATED SHEATHING,EXPOSURE 1.FASTEN U)
a) Y4" = V-0" (LI.O.N.)
0 4 <1 I WITH 0.1211"x 2 Y2"NAILS @ 6"O.C.ON EDGES AND L
0 DO NOT SCALE
12"O.C.ON INTERMEDIATE SUPPORTS. cn
x 2 THIS DRAWING
04 11 SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER >1
NOTE: RELEASE DATE:
THIS OPEN PORCH CEILING REQUIRES A X16"OR%32"RATED SHEATHING,EXPOSURE 1.FASTEN 06-30-10
Lu WITH 0.131"x 2 YY NAILS @ 3"0 C.ON EDGES AND
MINIMUM Y8"SHEATHING.
FASTEN WITH 6d COM OR BOX NAILS 12"O.C.ON INTERMEDIATE SUPPORTS. REVISIONS:
AT 6"O.C.ON EDGES AND 12"O.C.IN THE
FIELD. SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL a)
CD a)
WITH DENOTED PATTERN.
C,
hLo� NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. LU
23
44 POST ON ABU44-Z POST BASE.STRAP - - - - - - - - - -- - --- -
EACH EXTERIOR POST SHALL BE TREATED (2)2x1 2 PORCH HEADER
FUb I I U BEAM ABOVE WITH(2)H6-Z CLIPS. WOOD FRAMED HEADER LEGEND: =3
TYPICAL ALL POSTS-(I.I.O.N.) 3 7
-3 X"X 11 /8"LVL PORCH HEADER DENOTES SIZE-\
SEE DETAIL"U"ON SHEET SD .-ft =' = = = =� = = == == = = = OF HEADER DRAWN BY:
-- - - - - - - - - - - - - - -
4
CIVIF
rr(2)2)T HEADER
K CD
'D CHECKED BY:
.S�
WALL LAYOUT FIRST FLOOR WIND-BORNE DEBRIS PROTECTION REQUIRED: DENOTES QUANTITY-/ \%-DENOTES QUANTITY w WjD
OF CRIPPLES OF KING STUDS 2"
a) SHEET:
THIS STRUCTURE IS LOCATED IN THE WIND-BORNE DEBRIS REGION AND OPENING PROTECTION
NOTE:
I REQUIRED. STORM SHUTTERS OR IMPACT RESISTANT GLASS SHALL BE PROVIDED FOR ALL ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
GLAZED OPENINGS. CONSTRUCT SHUTTERS PER THE DETAILS ON SHEET S-1 OR USE LO
(2) 2x6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND C)
ALTERNATIVE SHUTTERS WITH"FLORIDA PRODUCT APPROVAL". 0
(1)KING STUD AT EACH HEADER(U.O.N.) C14 S �2
1 LU
0am,
W..LL.
21
<
cy)
ci Lu T
MSTA24 STRAP LOOPED OVER INSTALL DSP CLIP @ 16"O.C. M (o
2
DOUBLE PLATE NAILED WITH MAXIMUM SPACING (I.I.O.N.)
Z o
m
(6)10d x 1 YY NAILS INTO EACH Tl_
0
SIDE OF STUD INSTALL MSTA24 STRAP LOOPED OVER
DOUBLE PLATE.NAIL TO CRIPPLE ON
END VERTICAL BRACING REQUIREMENTS DOUBLE PLATE
BRITTLE FINISH FLEXIBLE FINISH
=3
EXTERIOR BEAM(AS NOTED) 00=ft%
BRACING 16"O.C. WALL STUDS
24"O.C. 16"O.C. 24"O.C.
E
DOUBLE PLATE 1-2
NONE REQUIRED 0"TO 53" 0"TO 67" j STRAP CRIPPLE TO HEADER WITH 9_-
0"TO 47" 0"TO 59" 0
LSTA18STRAP cn 0
NOTCH BEAM AS REQUIRED TO An
2x4 L-BRACE 54"TO 114" 48"TO 99" 68"TO 145" 60"TO 126" FIT BENEATH DOUBLE PLATE E Lu
C4
—LTT20(U.O.N.)
2x6 L-BRACE 115"TO182" 100"TO158" 146"TO 232" 127"TO 201" BEAM BEARS ON(2)2x CRIPPLES >
—SILL PLATE w
(TYPICAL-U.O.N.)
cn
cn
CONDITION: 1 x
RATED ROOF SHEATHING (NOTCHED BEAM)
8"MAX.
co
2x L-BRACE NAILED TO
Lu W
VERTICAL WEB --------------- ---------
WITH 0.131"x 3"NAILS @ 6"O.C. —17------i7------7------n--- Fl------n------Tj------
THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY
=3
VERTICAL WEB IN GABLE END
LD TRUSS INSTALL DSP CLIPS @ 24"O.C.OR NOTE: NOTE: 0
Lu
m: — 32"O.C. THREADED ROD ASSEMBLY THREADED ROD ASSEMBLY
_j co z >
< 2x—LOOKOUTS AT 48"O.C. NOT REQUIRED AT GARAGE NOT REQUIRED AT GARAGE CL
-2
EXTERIOR BEAM(AS NOTED) DOOR OPENINGS. DOOR OPENINGS. Lu uj
Lu
> DOUBLE PLATE
0 16"OR 24"0. . m
ui (2)MSTAM24 STRAPS FASTENED TO Z
SPACING(SEE TABLE
STUDS AND FACE OF FOUNDATION BEAM INSTALLED BENEATH DOUBLE PLATE u u (D
0
SILL PLATE
cn
cn
m
NOTE: BEAM BEARS ON(2)2x CRIPPLES (1)
WHERE TRUSS CONTAINS DIAGONALS, INCREASE L-BRACE (TYPICAL-U.O.N.) ANCHOR BOLT AS REQUIRED ANCHOR BOLT AS REQUIRED -0 z
(SEE DETAIL"C"ON SD-2) (SEE DETAIL"C"ON SD-2) .2
REQUIREMENTS BY ONE NOMINAL STUD SIZE AND MATCH
OVER DIAGONALS.'
w
CONDITION: 2 FLUSH HEADER CONDITION DROPPED HEADER CONDITION 2
ALTERNATE 2
(DROPPED BEAM) 0 bi U) U) u,
-7)
0
:3
rp_,�*N DETAIL - TYPICAL VERTICAL BRACING AT GABLE END DETAIL - UPLIFT ANCHORAGE WITHOUT THREADED ROD DETAIL - EXTERIOR BEAM TO WALL CONNECTION DETAIL - DOUBLE PLATE STRAPPING OVER WIDE OPENINGS 0
co
SD-3 \,,.�-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
3:
E ui
INSTALL SPH CLIPS AT 32"O.C.AT DOUBLE PLATE 0 z
0")
0 rl-
1\1 71 NAIL EACH END OF BLOCKING TO C/) c)
0- Lo
ALTERNATE:MSTA24 STRAP LOOPED OVER co
/�EXTERIOR BEAM DOUBLE PLATE NAILED WITH(6)10d x 1 Y2"NAILS BOTTOM CHORDS WITH(3)0.131"x 3 X" E 2 C;
:>1 Eo- z
INTO EACH SIDE OF STUD INSTALL 2x4 BLOCKING BETWEEN c
ROOF SHEATHING (AS NOTED) —DOUBLE PLATE co oc) C,6 Lu
TRUSS BOTTOM CHORDS @ 12"O.C. Lo CL
H6 CLIP FROM 3"x T'xX"WASHER UPPER LEVEL STUD 4:-� 0 __j
N >- u-
ROOF TRUSS(BY OTHERS)WITH POST TO BEAM ocl 0
THREADED ROD ASSEMBLY WITH NUT
BRACE(IF REQUIRED) LAP BEAM PLIES AND c -0 CS16 STRAP(CUT TO LENGTH)FROM UPPER BOTTOM CHORD OF TRUSS m w _j
co _c- U-
NAIL AS SHOWN-(5) STUD TO STUD BELOW @ 32"O.C.(U.O.N.). 0 z
NAIL EACH BLOCK TO DOUBLE PLATE
F 0.131"x 3 X"NAILS @ 112"O.C. NAIL INTO UPPER STUD WITH(11)10d AND NAIL 0
__,�_�TO REPLACE(1)ROW OF LATERAL 0.131'x 3 X"NAILS PER PLY ROWS 0 WITH(3)0.131"x 3 X"NAILS _0
PT POST(AS NOTED) INTO LOWER STUD WITH(11)1 Od NAILS. z
BRACING INSTALL 2x4 No.2 SYP T-BRACE
PT POST(AS NOTED) 0
NAILED TO EACH PLY OF TRUSS WEB AT ABU POST BASE _---2x—FRAMING(BELOW DOUBLE PLATE) BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
6"O.C.WITH 0.131"x 3"NAILS H6 CLIP FROM POST DOUBLE PLATE
(AS NOTED)
TO REPLACE(2)ROWS OF LATERAL TO BEAM SPH_CLIP OVER DOUBLE PLATE NAILING NOT REQUIRED BETWEEN UPPER SILL FRAMED WALL .2 <
.0.111... PLATE AND LOWER DOUBLE PLATE.
BRACING INSTALL 2x6 No.2 SYP T-BRACE EXTERIOR BEAM Y8"THREADED ROD -6 N
WITH NUT SET IN ALTERNATE:MSTA24 STRAP LOOPED OVER a ,
NAILED TO EACH PLY OF TRUSS WEB AT (AS NOTED) 0. a) >- C4
C)
cn
--------- --------- 6"O.C.WITH 0.131"x 3"NAILS ADHESIVE DOUBLE PLATE WITH(6)10d x 1 XY NAILS
PLAN VIEW AT TOP OF POST FLOOR SYSTEM(AS NOTED)
(7"EMBEDMENT) INTO EACH SIDE OF STUD
t --------- r
4 jr , < -----7
BEGIN NAILING 1"MINIMUM BELOW DOUBLE PLATE ui
DOUBLE PLATE
0
m Z LL
NOTE: (1)ROW OF 0.131"x 34'NAILS @ 6"O.C. LOWER LEVEL STUD w
T-BRACING TO BE USED WHEN
cD Li U) <
CID
CONTINUOUS LATERAL BRACING IS _0 0
IMPRACTICAL. SIDE VIEW AT BASE OF POST cli u—
m
(D
_0
a) w
I/�T SECTION TYPICAL T-BRACE DETAIL TYPICAL CONNECTIONS AT EXTERIOR POST DETAIL ALTERNATE ANCHORS AT 450 CORNER DETAIL CONNECTION OF UPPER LEVEL STUD TO LOWER LEVEL STUD SECTION CONNECTION OF NON-BEARING WALL TO ROOF FRAMING cn
Lu
I..,�-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED <
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NAIL SCAB TO TOP CHORD WITH M
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INSTALL SPH_CLIPS AT 32"O.C.AT DOUBLE PLATE (4)0.131"x 3 X"NAILS U- co
2x SPF#2 STUDS @ 16"O.C.-U.O.N. _j
(SEE WALL LAYOUT) DOUBLE PLATE m =) 6
LAST TRUSS IN ROW REQUIRING BRACING ADD 2x4 VERTICAL SCAB IN EACH u� m M
ALTERNATE:MSTA24 STRAP LOOPED OVER co
3"x T'xX"WASHER TRUSS IF NO WEB IS PRESENT ID
NAIL DIAGONAL BRACE TO BLOCKING 2x—SOLE PLATE(U.O.N.)NAIL TO BAND DOUBLE PLATE NAILED WITH(6)10d x 1 Y2-NAILS
INTO EACH SIDE OF STUD NAILS TYPICAL AT cn
WITH(3)NAILS BOARD @ 6"O.C.WITH 0.131'x 3,4"NAILS THREADED ROD ASSEMBLY WITH NUT (3)0.131"x 3 X cm ui
EACH TRUSS w
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X"RATED STURD-1-FLOOR(T&G)SHEATHING UPPER LEVEL STUD U-
2x4 BLOCKING-TOENAIL OR ENDNAIL 2x FRAMING(BELOW DOUBLE PLATE) 2x4 X-BRACE ACROSS LENGTH OF C12 ui
GLUED AND NAILED.FASTEN WITH 8d COM OR _0
EACH END TO ADJACENT TRUSS WITH RATED ROOF SHEATHING RING SHANK @ 6"O.C.ON EDGES AND 12"O.C. cl) CS16 STRAP(CUT TO LENGTH)FROM UPPER SHEARWALL CID
(3)NAILS IN THE FIELD. STUD TO HEADER BELOW @ 32"O.C.(U.O.N.). U)
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NAIL INTO UPPER STUD WITH(11)10d AND NAIL NAIL SCAB TO PLATE WITH(3)
INTO HEADER WITH(11)10d NAILS. TOENAILS
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(2)ROWS OF 0.131"x 3 X"NAILS @ 12"O.C. C14
NAIL DIAGONAL BRACE TO INTERMEDIATE 7 BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE 2x4 BLOCKING BETWEEN TRUSSES c:o
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WEBS WITH(2)NAILS
SPH CLIP OVER DOUBLE PLATE TOENAILED TO DOUBLE PLATE WITH ca. 00
NAILING NOT REQUIRED BETWEEN UPPER SILL PLATE 0 it
OPEN WEB TRUSS NAILS @ 4"O.C. 0 -
2x4 SPF No.2 DIAGONAL BRACE AND LOWER DOUBLE PLATE. 0.131"x 3 Y4' 04 C=>
GYPSUM BOARD cn :I- co
---------(TYPICAL AT EACH END OF ALTERNATE:MSTA24 STRAP LOOPED z uj _j 0� co
TRUSS(AS NOTED) 0
CONTINUOUS LATERAL BRACING) BAND BOARD OVER DOUBLE PLATE WITH(6) FLOOR SYSTEM(AS NOTED) u_ i-z
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10dxlY2"NAILS INTO EACH SIDE OF STUD cu U) _j 47- (D
NAIL DIAGONAL BRACE TO TRUSS (2)2x SYP#2 DOUBLE PLATE(I.I.O.N.) DOUBLE PLATE
BEGIN NAILING 1 MINIMUM BELOW DOUBLE PLATE .4
WEB WITH(3)NAILS c- (5 It
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TOENAIL TRUSS TO PLATE WITH FRAMED WALL Z
DOUBLE PLATE (D CD
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SECTION - TYPICAL OPEN WEB FLOOR TRUSS DETAIL - ALTERNATE ANCHORS AT 900 CORNER E
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THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
CONTINUOUS LATERAL BRACE(QUANTITY SCALE:
AND LOCATION DEFINED BY TRUSS SHOP
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DO NOT SCALE
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EACH TRUSS WEB WITH(2)NAILS DETAIL CONNECTION OF UPPER LEVEL STUD TO HEADER BELOW SECTION CONNECTION OF PERP. SHEARWALL TO TRUSS
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-0 RELEASE DATE:
DOUBLE PLATE 0)
ROOF SHEATHING THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED THIS SECTION ONLY APPLIES WHEN SPECIFICALLY REFERENCED a)
ROOF TRUSSES(BY OTHERS) _c_- 06-30-10
3"X 3"XY4"WASHER d
INSTALL 2x4 SYP FLATWISE BLOCKING REVISIONS:
BETWEEN TRUSSES.TOENAL EACH THREADED ROD ASSEMBLY WITH NUT NOTE:
cl)
ATTACH DOUBLE PLATE TO STUD PER
END WITH(3)0.131"x 3,y4"NAILS. NAILS @ 12"O.C.(TYP DETAIL"W"ON SD-3 CD
(3)TRUSSES MINIMUM (1)ROW OF 0.131"x 3 KING AND CRIPPLE STUDS AT DOOR
RAISED HEEL TRUSS WITH HEEL HEIGHT A UPPER LEVEL STUD
FOR CONTINUOUS LATERAL BRACE GREATER THAN 6" SILL PLATE
< 2x—FRAMING(BELOW DOUBLE PLATE) CS16 STRAP(CUT TO LENGTH)FROM UPPER
STUD TO BEAM BELOW @ 32"O.C.(U.O.N.). CD
DOUBLE PLATE NAIL INTO UPPER STUD WITH(11)10d AND NAIL X"x 3 X"TAPCON SCREW cn
NOTES: (2)ROWS OF 0.131"x 3 X"NAILS @ 12"O.C. INTO BEAM WITH(11)1 Od NAILS.
-BEGIN NAILING 1"MINIMUM ABOVE SOLE PLATE
d
1) CONTINUOUS LATERAL BRACES SHALL BE lx4 No.3 SYP OR 2x4 No.2 SPF OR BETTER(U.O.N.) SPH CLIP OVER DOUBLE PLATE DRAWN BY:
SHEATH AREA BETWEEN DOUBLE PLATE BEGIN NAILIN G 1"MIN IMUM BELOW TOP OF BEAM CMF
2) ALL NAILS SHOWN SHALL BE 0.131"x3"NAILS(U.O.N.) AND ROOF SHEATHING WITH X16"OSB ALTERNATE:MSTA24 STRAP LOOPED OVER
RATED SHEATHING.NAIL WITH SHEARWALL CHECKED BY:
NAILING PATTERN FOR WALL. DOUBLE PLATE WITH(6)10d x 1 X"NAILS
INTO EACH SIDE OF STUD BEAM(AS NOTED) 4 47 WjD
(SEE WALL LAYOUT) m
SHEET:
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CD
DETAIL - CONNECTION AT EXTERIOR DOOR SD �3
DETAIL - CONNECTION OF UPPER LEVEL STUD TO SUPPORTING BEAM tGG
DETAIL - TYPICAL LATERAL TRUSS BRACING DETAIL - TYPICAL RAISED HEEL TRUSS BLOCKING I/ E�E DETAIL -ALTERNATE ANCHORS AT INTERSECTING WALLS_ /eFF
\Q�-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED SD-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED �-3 THIS DETAIL ONLY APPLIES WHEN SPECIFICALLY REFERENCED
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Metal Connector Fastening Schedule M �0
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Simpson ID IUSP ID Uplift Capacity(Ibs) Fasteners Anchorage(Ul O.N.) I
1. Project has been designed in accordance with 2007 Florida Building Code 1. All concrete has been designed in accordance with "Building Code Requirements GENERAL: A35 MPA1 n/a (12)0.131"x 11/2" n1a Z b
M
Building, 2007 Florida Existing Building Code, and/or 2007 Florida Building for Structural Concrete,"ACI 318-05, and shall be constructed in accordance with ABU44-Z PAU44-TZ 22bb(syp) (12)0.162"x 21/V or(12)0.162"x 31/2" 5/8"w/7"embed 0
Code Residential, as applicable. "Specification for Structural Concrete,"ACI 301. 1. All structural steel has been designed in accordance with AISC"Manual of Steel ABU66-Z PAU66-TZ 2300(SYP) (12)0.162"x 21/2"or(12)0.162"x 31/2" 5/8"w/7"embed
CS16 RS150 1705(SYP or SPIF) (11)0.148"x 3"in each end-(22)total n1a
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Construction" and shall be constructed in accordance with AISC "Specification for DSP n/a 775(SYP or SPF) (8)0.148"x 1 I/V into studs n/a J
2. It is the intent of the Engineer of Record (Engineer)that this work be performed 2. All concrete shall have the following minimum compressive strength at 28 days in Structural Steel Buildings," "Code of Standard Practice for Steel Buildings and Bridges," (6)0.148"x 1112"into double plate
in conformance with all requirements of the authorities having jurisdiction over accordance with ASTM C 172, C31 and C39: "Detailing for Steel Construction,"and have the following designations: DTT2Z DTB-TZ 2145(SYP)1835(SPF) (8)%"x 1112"SDS I/V w/41/2"embed(mono)and 7"embed(stem) Cn
GBC HC520 n/a (5)0.131"x 11/2"into gable brace n/a =3
this type of construction and occupancy. a. Slabs on grade, footings, and miscellaneous concrete: f'c=2500psi Welded connections --------------------------------------------------------AWS D1.1 (7)0.131"x 2XV into double plate
b. Cast-in-place beams, columns, walls, and structural slabs: f'c=3000psi Structural steel shapes, plates, etc- ------------------------------------ASTM A36 H2.5A n1a: use RT7 600(SYP) (5)0.131"x 21/2'in each end-(10)total n1a E
H2.5T n/a: use RT7 545(SYP or SPF) (5)0.131"x 1 Y2"in each end-(10)total n1a
3. The contractor is responsible for the means and methods of construction and Structural steel pipe ---------------------------------------------------------ASTM A53 or A501
H3 RT3A 455(SYP) (4)0.131"x 2Y2"in each end-(8)total n1a
shall work in conformance with all applicable codes and regulations. It is the 3. Cement shall conform to"Specification for Portland Cement"(ASTIVI C1 50) Structural steel tubing ------------------------------------------------------ASTM A500
H6 LFTA6 950(SYP)820(SPF) (8)0.131"x 2Y2"i In each end-(16)total n/a U)
contractor's sole responsibility to determine erection procedure and sequence H8 RTBA 630(SYP) (5)0.148"x 1 Y2"i In each end-(10)total n/a
to insure the safety of the building and its component parts during erection. 4. Aggregate shall conform to"Specification for Concrete Aggregates" (ASTIVI C33) 2. All structural steel connections and fabrications shall comply with AISC specifications. HDQ8 n1a:use UPHD8 7630(SYP)5495(SPF) (20)%"x 3"SDS 7/8"w/15"em bed(S ET epoxy only)
Q_
HDIL15 PHD5 5645(SYP)4065(SPF) (14) x 21/2"SDS 5/8"w/7"embed(mono)and 12"embed(stem) >
HDU8 PHD6 6970(SYP)5020(SPF) (20) x 3"SDS 7/8"w/15'embed(SETepoxy only)
4. The contractor shall be responsible for all temporary bracing that is required 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, 3. All steel decking has been designed in accordance with "Steel Deck Institute(SDI)"and HETA16 HTA16 1810(SYP) (10)0.148"x 1 I/V 4"embed
during construction to keep the structure safe and plumb until the entire organic materials or other substances that are deleterious to concrete or steel shall be constructed in accordance with SDI "Manual of Construction with Steel Deck". HTS20, HTS24 or HTS30 HTW20, HTW24 or HTVV30 1450(SYP)1245(SPF) (10)0.148"x 3"in each end-(20)total n1a
structure is in place. Any bracing shown on the structural drawings is for the reinforcement. HTSM16 or HTSM20 HTWM16 or HTWM20 1175(SYP) (8)0.148"x 3-into wood n1a
(4) x 2%"Titen into CM U
completed structure only. 4. All bar joists have been designed in accordance with "Steel Joist Institute (SJI)"and (4) x 1%"Titen into concrete X
(D <
6. Additional concrete requirements for structures located within 1500 ft of the Coastal shall be constructed in accordance with SJI "Standard Specifications for Joist Girders". HTT1 6 n/a 3955(SYP)3400(SPF) (18)0.162"x 2Y2" 5/8"w/7"embed(mono)and 12"embed(stem) CM
5. The contractor shall verify all conditions and dimensions at the job site prior to Control Line (CCL)and exposed to salt spray are as follows: HTT22 n1a: use PHD5 4165(SYP) 3580(SPF) (32)0.148"x 3" 5/8"w/7'embed(mono)and 12"embed(stem)
HTT4 n1a 4236(SYP) 3640(SPF) (118)0.162"x 2Y2" 5/8"w/7"embed(mono)and 12"embed(stem)
commencing work. a. All concrete shall have the following minimum compressive strength at 5. All light gage structural framing has been designed in accordance with "AISI Standard HT_F5 n1a 5090(SYP) 4375(SPF) (26)0.162"x 21/2" 5/8"w/7"embed(mono)and 12"embed(stem) :25 LU
28 days in accordance with ASTM C 172, C31 and C39: for Cold-Formed Steel Framing" Grade 33- U.O.N. LTP4 MP4F n/a (12)0.131"x 11/2" n1a 0
6. The contractor shall supply, locate, and build into the work all inserts, anchors, i. Slabs on grade, footings, and miscellaneous concrete: LSTA18 LSTA18 1235(SYP)1165(SPF) (7)0.149'x 3"in each end-(14)total n1a
LTS12 LTW12 775(SYP)665(SPF) (6)0.148"x 3"in each end-(12)total n/a
angles, plates, openings, sleeves, hangers, slab depressions, pitches, or other f'c=3000psi 6. Steel shop drawings shall be provided to the Engineer for approval prior to fabrication. LT1720 LTS20 1500(SYP)1290(SPF) (10)0.148"x 3" 1/2"wl 41/2"embed(mono)and 7"embed(stem) 0 UJ
components as may be required to attach and accommodate other work. ii. Cast-in-place beams, columns, walls, and structural slabs: MSTA24 MSTA24 1640(SYP)1455(SPF) (9)0.148"x 3"in each end-(18)total n/a
f,c=5000psi 7. Holes required for bolted connections may be drilled or punched. Flame-cut holes shall MSTAM24 1500(SYP or SPF) (9)0.148"x 3"into wood n/a
(5)%"x 2%"Titen into CMU 0
7. All details and sections shown on the structural drawings are intended to be b. Maximum water-cement ratio: 0.40 not be used. co >
ca
typical and shall be construed to apply to any similar situation elsewhere in the C. Maximum chloride ion content: 0.15 percent by weight of cement in (5)1/4"x 1%"Titen into concrete -2 Z LU J
MSTA30 MSTA30 2050(SYP)1820(SPF) (11)0.148"x 3"in each end-(22)total n/a UJ
work except where indicated otherwise. accordance with ASTIVI C 1218 8. Bolts shall be installed to the "snug-tight" condition - u.o.n. MSTA36 MSTA36 2050(SYP or SPIF) (13)0.148"x 3"in each end-(26)total n/a !E
MSTAM36 1870(SYP or SPF) (13)0.148"x 3"into wood n/a >1
I_- J
(8)1/4"x 2%"Titen into CMU CU
8. Refer to the structural drawings for all structural details and sections. The 7. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the PAINTING: (8)%"x 1%"Titen into concrete .2
contractor shall contact the Engineer for clarification in cases of conflict -0
structural drawings. All reinforcing details shall conform to "Details and Detailing of MSTC66 MSTC66 5860(SYP or SPF) (38)0.148"x 3%"in each end-(76)total n/a
between the structural drawings and any drawings prepared by others prior to Concrete Reinforcement,"ACI 315, unless detailed otherwise on the structural MTS12 or MTS20 MTW1 2 or MTW20 1000(SYP)860(SPF) (7)0.148"x 3"in each end-(14)total rVa
1. All structural steel shall be shop-painted. Prior to painting, steelwork shall be cleaned in
MTSM16 or MTSM20 860(SYP) (7)0.148"x 3"into wood n1a Cn
commencing work. drawings. accordance with Steel Structures Painting Council (SSPC)SP-6 "Commercial Blast En
(4)1/4"x 21/4"Titen into GMU CU
Cleaning"after removal of loose rust, loose mill scale, and spatter, slag, or flux deposits. (4)YV x 1%"Titen into concrete UJ
9. All window and door assemblies shall be designed to withstand the applicable 8. Tolerances for foundation and slab alignment as well as placement of reinforcement PA51 ITA51 3685(SYP or SPF) (21)0.162"x 21W or(21)0.162"x 3W 4"embed 0
SPH4 or SPH6 SPTH4 r SPTF16 1360(SYP)1170(SPF) (12)0.148"x 11/2" Inta Z
design wind pressures and shall be installed according to the manufacturer's shall be in accordance with "Standard Tolerances for Concrete Construction and 2. For projects located within 1500 feet of the Coastal Control Line (CCL), all structural
requirements. Materials,"ACI 117. Footing or slab edges may be up to 2"outside and 1/2" inside SSP 350(SYP or SPF) (4)0.148"x 11/2"into studs n1a UJ
steel shall be cleaned in accordance with SP-5"White Metal Blast Cleaning". (3)0.148"x 11/2"into double plate CID
of the sill plate. STHD14 STAD14 4430(SYP or SPF) 1(38)0.148"x 3 1/4" yo
Notes: 0 �-:V) U-1
10. The design of the project structure assumes an allowable soil bearing capacity 3. Immediately after surface preparation, SSPC Paint 15 (red oxide) primer paint shall be 1.All connectors are manufactured by Simpson Strong-le or USP Structural Connectors(U.C.N.) bi 2-7
of 2000 psf. It is the owner's and/or contractor's responsibility to obtain a soils 9. All concrete slabs on grade shall be the thickness as indicated on the drawings over applied in accordance with the manufacturer's instructions. Painting methods shall be 2.SYP=Southern Mine,SW=Spruce-Mine-Fir LU 0
3.Win =monolithic concrete,stem=masonry sterrw all or bond beam
exploration report. All requirements for site preparation and soil compaction minimum 6 mil. polyethylene (visqueen)vapor barrier. Slabs shall be reinforced with 14.Ancoorage reters to threaded anchors w th noted diameters and embedment depths >
used that result in full coverage of joints, corners, edges, and exposed surfaces. 0
specified in the soil report shall be followed unless more stringent requirements 6x6 W1.4x1.4 WWF lapped 8"at edges and ends in conformance with ASTM-A 185, .4
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are specified. The Engineer shall be notified if soil conditions encountered or fibermesh reinforcement shall be used with minimum 2"fiber length at 1 LB/CY 4. For projects located within 1500 feet of the Coastal Control Line (CCL), SSPC Paint 20
differ from the noted assumptions. complying with ASTM C1 116. Type 1 (zinc inorganic)shall be applied, followed by SSPC Paint 22 (epoxy). WIND BORNE DEBRIS OPENING PROTECTION WITH WOOD PANELS E ui
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MASONRY: 10.Slabs on grade shall bear on structural fill which shall be clean sand free of debris 5. SSPC Paint 36 (polyurethane)shall be applied as the final coat to all structural steel Z
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and other deleterious material. Structural fill shall be compacted in maximum 12" surfaces exposed and visible to the exterior of the structure. Cf) CD
EDGE DISTANCE MINIMUM 0- U-)
lifts to a density of at least 95%of the Modified Proctor Maximum Dry Density CU
General: (ASTIVI D 1557). Fill shall be treated with termite poison before slab is placed. 6. Field touch-up after installation where required to restore final finish. FASTENERS(TYPICAL) E C.0 2 C;
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2" 1 96"MAXIMUM SPAN
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1 All masonry has been designed in accordance with "Building Code U
Requirements for Masonry Structures,"ACI 530-05, and shall be constructed in 1 1.Footings may bear upon undisturbed soil or upon structural fill. Structural fill
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accordance with "Specifications for Masonry Structures,"ACI 530.1-05 shall be compacted IN MAXIMUM 12" LIFTS to a density of at least 95% of
the Modified Proctor Maximum Dry Density (ASTM D1 557)for a depth of at ROOF COVERING: co LLJ __J
c- U_
2. Grout shall conform to ASTM C476 with minimum 28 day compressive strength least two feet(2'-0")below the bottom of the footing. 0
CD 0
of 2000 psi per ASTM C1 019. Grout shall be mixed to provide a slump between Z _0
1. The contractor shall be responsible for the design and installation of the roof CID
12.The following minimum concrete cover shall be provided for reinforcement: g _ a
8"to 11". <
covering system.
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WOOD STRUCTURAL PANEL U) =
3-----------Concrete cast against and permanently exposed to earth. orf 0
3. Mortar shall conform to ASTM C270 and be Type M or S. Type N mortar may U-1
2-----------Concrete exposed to earth or weather, #6 bar and larger. 2. Asphalt shingles shall comply with ASTM D3161 and be installed according to CORROSION RESISTANT Y16"OSB OR 1Y32"RATED
0 UJ
be used in brick veneer. the manufacturer's requirements. FASTENER(TYPICAL) SHEATHING PANEL UJ ::�
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1 1/2 Concrete exposed to earth or weather, #5 bar and smaller. '%�' <
1 1/2" -----Concrete not exposed to weather or in contact with earth for the < OR u_ >- CN
4. The contractor shall be responsible for the design and installation of all flashing a_ C)
3. Clay and tile roofs shall be installed per the "Concrete and Clay Roof Tile U) WOOD STRUCTURAL PANEL CU Gr_ M
primary reinforcement, ties, stirrups, and spirals in beams and columns. �CORROSION RESISTANT Cn UJI
2"----------Concrete walls and slabs exposed to salt spray F_
Installation Manual,"and the manufacturer's requirements. Y16"OSB OR 1Y32"RATED FASTENER(TYPICAL)
Concrete Masonry(CMU): SHEATHING PANEL Z
2X2----------Other concrete members exposed to salt spray [2 2 w
4. Standing seam metal roofs shall comply with ASTM El 514 and be installed _0
1. Concrete rha-sonry units (CMU)shall be ASTM C90-75, Hollow Load-Bearing -a C LL_
according to the manufacturer's requirements. 0,
Concrete Masonry Units, Type 1, Grade N-1, normal weight, with a minimum 13.All continuous reinforcing steel in concrete shall be lap-spliced with the following co Z
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minimum lengths unless otherwise noted on the structural drawings: 0i 9 4W
compressive strength of 1900 psi (f m=1 500 psi). 5. The contractor shall be responsible for the design and installation of all metal I_- 1--
#4 bars: 21" minimum 0)
flashing and valley material.
2. All continuous reinforcing steel in masonry shall be lap-spliced with the following #5 bars: 26" minimum LL
minimum lengths unless otherwise noted on the structural drawings: #6 bars: 32" minimum Eli
FASTENER SPACING
#7 bars: 46" minimum
#4 bars: 20"minimum PER CHART
#5 bars: 25" minimum WATERPROOFING: (n
14.Reinforcement in footings shall be bent around corners or corner bars shall be used. NOTE: a) 0
#6 bars: 30" minimum = C W
#7 bars: 35" minimum PANEL MUST EXTEND PAST WINDOW FAR ENOUGH TO l-_ <
15.The contractor shall provide spacers, chains, bolsters, etc., necessary to support 1. The contractor shall be responsible for all waterproofing and flashing ALLOW FASTENER INSTALLATION INTO WOOD FRAMING, (D
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reinforcing steel. Support items which bear on exposed concrete surfaces shall have considerations. En
3. Grout all cells containing vertical reinforcement in 5-0" maximum lifts. 0 111.1 LO
ends which are plastic tipped or stainless steel.
ORIENTATION OF RATED SHEATHING STRUCTURAL PANEL U_
4. Provide cleanouts per ACI 530.1-05 in the bottom course of masonry
when the wall height exceeds 51-0". cli M =
NOTES: W
WOOD FRAMING:
5. Beam reinforcement shall be continuous across control joints. LL1
1) FASTENERS SHALL BE INSTALLED ALONG THE TOP&BOTTOM of U_
1. All wood framing has been designed in accordance with "National Design Specification SYMBOLLEGEND OR LEFT&RIGHT SIDES OF PANEL. LL
Clay Masonry(Brick): ILL
(NDS)for Wood Construction,"2005 Edition VIEW DIRECTION Wind-Borne Debris Protection Fastening Schedule W
'3
RATED SHEATHING PANEL
1. Brick shall conform to ASTM C62, C216, or C652 for Building Brick, Facing —SECTION IDENTIFICATION 2) THE SPAN OF THE PANEL BETWEEN ANCHORS SHALL NOT for Y16"OSB or 1Y32 U)
2. All wood members exposed to weather or in contact with masonry, concrete or soil EXCEED 96". Fastener type Fastener sp cinQ 0, �Ii
Brick, and Hollow Brick, respectively. Grade SW shall be used. A PORTION OF STRUCTURE WHERE (incbes)
shall be treated with an appropriate preservative suitable for the exposure conditions. SECTION IS CUT S;
WALL SECTION SD-1 3) MULTIPLE PANELS CAN BE USED TO COVER OPENINGS panel span 2 ft. <panel 4 ft.<panel 6 ft. <panel Cn
2. Brick veneer shall be anchored with approved ties spaced no more than 16"o.c. 44 SHEET NUMBER WHERE THE SECTION <2 ft. span<4 ft. span<6 ft. span<8 ft.
3. If ACQ treatment is used on any wood member, then all nailing shall require hot-dipped WIDER THAN 48", PROVIDED THE PANEL SPAN DOES NOT 0
vertical and 16"o.c. horizontal. Additional ties shall be provided around all wall IS DRAWN 04
galvanized nails meeting ASTM A153, Class C, or ASTM B695, Class 50. If borate EXCEED 96" #8 wood screw based 4t 00
openings greater than 16" in either direction, and shall be spaced no more than 0 LO
0 04
treatment is used then galvanizing is not required. anchor w/min.2"emb. 16 16 10 8
36"o.c. and placed within 12"of the openings. 4) PANELS SHALL BE PRECUT AND PRE-DRILLED TO FIT OVER a) M �*-
length into wood framing :EZ LU _j 0�11
CHANGE IN SECTION EACH OPENING AND APPLICABLE FASTENERS. 0 z LL_ to
4. Prefabricated wood trusses shall comply with "National Design Specifications (NDS) _0 co
c 00 0
3. Strand wire veneer ties shall not be less in thickness than No. 9 gage wire LOCATION WHERE SECTION WILL CHANGE P: LIS D
for Wood Construction,"2005 Edition and "National Design Standard for Metal Plate #10 wood screw based co U) __J -
and shall have a hood embedded in the mortar joint. Sheet metal ties shall 5) FASTENERS SHALL BE CORROSION RESISTANT. co
anchor w/min.2"emb.
Connected Wood Truss Construction (ANSI/TPI 1-02)." I-T @)
not be less than No. 22 gage by Ya" corrugated and fastened with 1 16 16 12 9 03 > !a� a) 0,
length into wood framing Z:) e�
galvanized roofing nails. Adjustable or strand wire veneer ties shall be used at ---VIEW DIRECTION 6) FASTENERS SHALL BE PERMANENTLY INSTALLED INTO THE >1 < o CID
0_ C: X
5. All trusses shall be designed by the Truss Manufacturer's registered Engineer. WOOD FRAMING. 0 U) M
CMIJ walls. 40*A*%, Af�A --SECTION IDENTIFICATION 0 UL
CROSS SECTION \,�Dl X"lag screw based 3.
6. The truss manufacturer shall submit shop drawings and design notes with a registered SHEET NUMBER WHERE THE SECTION 7) FOR CMU OR CONCRETE CONSTRUCTION,THE FASTENERS m - <
4. Unless otherwise noted on the plans, a 3 1/2"x 3 1/2"x 1/4"steel angle shall be IS DRAWN anchor w/min.2"emb. 16 16 16 16 00
Engineer's seal for approval. Design notes shall include the rated load capacity of the SHALL BE INSTALLED INTO THE WOOD BUCKS FRAMING THE 0
used for supporting brick veneer over openings. This angle will not be required length into wood framing E
truss to truss connectors, and the manufacturers license to fabricate trusses utilizing OPENING. E
for arched windows where brick is self-supporting. If the length of the opening the connector system proposed. The contractor shall approve fabrication and -LOCATION OF DETAIL 0 SCALE:
exceeds 5-101"then the steel angle shall be attached to the wood framing with installation drawings showing size, shape and layout. -DETAIL IDENTIFICATION 8) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER- 4
V x 3" lag screws @ 16"o.c, (n N/A
PROOFING CONSIDERATIONS. (D
DETAIL SHEET NUMBER WHERE THE DETAIL
A DO NOT SCALE
7. Jobsite handling and erection, including temporary bracing, during installation of IS DRAWN (n
trusses shall comply with TPI /WTCA BCSI 1 SD-1 9) PROVIDE PROTECTIVE COVERS FOR PERMANENTLY INSTALLED THIS DRAWING
HARDWARE AND ANCHORS: HARDWARE WHEN SHUTTER IS NOT IN USE.
RELEASE DATE:
8. All prefabricated wood trusses subjected to uplift conditions shall be securely fastened
VIEW DIRECTION c-
I. All framing anchors and connectors noted on the structural drawings shall be to their supporting walls or beams with metal connectors as noted in the Truss EXTERIOR FINISH 06-30-10
manufactured by Simpson Strong-Tie or Engineer approved equal. Connection Schedule. A ELEVATION IDENTIFICATION REVISIONS:
ELEVATION SHEATHING
SHEET NUMBER WHERE THE ELEVATION
2. All anchor bolts and threaded rods shall be in accordance with ASTM A307, Grade A, 9. All gable ends shall be balloon framed or braced in accordance with the applicable
or ASTM F 1554, Grade 36. IS DRAWN FRAMING AT OPENING:
detail as shown in the structural drawings.
HEADER SHOWN,STUD,
CRIPPLES,OR SILL SIMILAR LU
3. All metal connectors and hardware which are exposed to the exterior or in contact with 10. The Guardrails, Handrails and Guard In-Fill components (Balusters and Panel Fillers) 21
ACQ pressure treated lumber shall be Type 316 stainless steel or galvanized per
shall be designed by the delegated Engineer. The Product Approval Report and or 2" MIN:
ASTM Al 53, Class C, or ASTM B695, Class 50. shop drawings shall be approved by the Engineer of Record prior to construction.
TRIM A
4. All anchor bolts, threaded rods, and associated hardware located within 11. Provide joist or solid blocking in floor framing at all guardrail and handrail posts. WOOD SCREW BASED
1500 feet of the Coastal Control Line (CCL)shall be galvanized per ASTM Al 53, DRAWN BY:
Class C, or ASTM B695, Class 50 THREADED STUD CMF
Y4'FENDER WASHER(MIN.)
5. Wedge/ Expansion bolts shall be"Power Stud/ Rawl Stud" by Powers Fasteners CHECKED BY:
WINDOW UNIT----------
Rawl, "Trubolt" by ITVV Ramset/ Redhead, "Wedge-All" by Simpson Strong-Tie, or WJD
Engineer approved equal. Indicates additional requirements for structures located within 1500 feet of the /16"OSB OR 1X32"RATED-----
cD SHEET:
SHEATHING PANEL
Coastal Control Line (CCL).
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6. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson
Strong-Tie and installed according to the manufacturer's instructions. Holes shall be LO
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cleaned of all debris and brushed out prior to installation of anchor adhesive . C S
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@ VERSION:11-09
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THREADED ROD LEGEND:
XV THREADED ROD FROM FOUNDATION TO DOUBLE
PLATE.(4"MINIMUM EMBEDMENT REQUIRED) CD m
a) 0
Y8"THREADED ROD FROM FOUNDATION TO UPPER FLOOR
DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) w
0 HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE
HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE E
MINIMUM Y2-0 ROD TO HOLDOWN ANCHOR AND CONTINUE 0
TO DOUBLE PLATE ABOVE. LD
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NOTE: HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE a-) j
EACH EXTERIOR POST SHALL BE TREATED MINIMUM Y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE U.
TO UPPER FLOOR DOUBLE PLATE ABOVE.
4x4 POST ON ABU44-Z POST BASE.STRAP
POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. cn
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TYPICAL ALL POSTS-(U.O.N.) 2
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SEE DETAIL"U"ON SHEET SD-3
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— — — — — — — — — — — — — — — — — —
'x 3'xY'WASHER
(2)H8 AT NUT&3' 4
TRUSS c-
TRUSS D BEAM(AS NOTED) 0
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HTT5 DOUBLE PLATE CL
H ini nnwm -2 uj
OLDOWN
AT SILL uj
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THREADED ROD ASSEMBLY
cn
(2)HTS24 AT BEAM THROUGH CENTER OF cn
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RAISED BEAM CD
wl HTT5 HOLDOWN AT SILL X11 Lu
AT SILL BM1
(2)HTS24 AT BEAM w/HTT5 HOLDOWN
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.............. ................ 0 bi
......... THREADED ROD THROUGH RAISED HEADER/BEAM W
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............ ......... __j w
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0) P 0 CL
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THREADED ROD ASSEMBLY .4
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NUT&2"XY8"WASHER
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SECOND FLOOR SOLE PLATE 0
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FLOOR SHEATHING 0
HTT5 0 t--
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HOLDOWN a- Lo
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IN--------0 AT SILL E 0
C.0
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(2)H8 AT (2)H8 AT -FLOOR JOIST(AS NOTED)
co 00 Lu
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TRUSS TRUSS —FIRST FLOOR DOUBLE PLATE _j
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— — — — — — — — — — — — — — ——
w
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DETAIL OF ROD THROUGH FLOOR SYSTEM LL
0
z
N
0_
—7� 0 z
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----HTT5 NUT WITH 3"x 3"x X"WASHER .2
HTS24 AT BEAM ALTERNATE:SIMPSON LBPS Y2 16
HOLDOWN SLOTTED WASHER WITH 1"CUT
CD
CD
AT SILL WASHER. co 0*)
— — — — — — — — — — — — —
-DOUBLE PLATE
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Y8"THREADED ROD(U.O.N.) co 2 w
TT5 -a LL_ < 0-
CENTER ROD WITHIN DOUBLE PLATE _0
HOLDOWN I_- 00
co Z LLJ
AT SILL .... OPTIONAL-THREADED COUPLING
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READ IS YY
(MINIMUM DEPTH OF TH
FOR EACH ROD.)
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NUT WITH 2"x Y8"WASHER cu
SILL PLATE LIJ
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INSTALL( CH END <
-1.)MSTA30 STRAPS AT EA EMBED INTO SLAB OR FOOTING Lu
OF GARAGE DOOR HEADER.NAIL STRAP WITH ANCHOR ADHESIVE
CENTER ROD WITHIN SILL PLATE
INTO HEADER AND CRIPPLES BELOW. (If
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NOTE: _0 U)
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HOLE SHALL BE CLEARED OF ALL c -i
9 DEBRIS AND BRUSHED OUT PRIOR cu n
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TO INSTALLATION OF ADHESIVE. W ui
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MINIMUM 4"EMBEDMENT INTO
CONCRETE(OR AS NOTED)
LL
EMBEDDED STRAP AT LLj
GARAGE DOOR OPENING THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE
75 SEE DETAIL"F"ON D-1 LL
HOLDOW uj
AT SILL
......... 04
C,4
— —— — — — —— — — — — — — — —— — CL 00
0 Lo
04
15 2'xY8"WASHER CN C:) r__
(2)H8 AT (2)H8 AT a) M .�T co CD
HOLDOWN 0
TRUSS TRUSS 11 Ys"x 6 X"TITEN HID ROD COUPLER .6 LLJ _j C�
AT SILL Li- CD
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TRUSS CONNECTORS p
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TRUSS ID LEFT INTERMEDIATE RIGHT c-
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A3 (2)H8 (2)H8 U ,
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U) 0 CL
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ALL OTHER TRUSSES H8 H8 H8 00
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NOTE: THREADED ROD ASSEMBLY ANCHORAGE ALTERNATE E
E - SCALE:
1) ALL TRUSS CONNECTORS ARE BASED ON
H175 )/411 = 1 1-011 (I.I.O.N.)
HOLDOWN UPLIFTS COMPUTED BY ENGINEER OF RECORD. 0
L DO NOT SCALE
NUT a)
AT SILL UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS cn
2 THIS DRAWING
SHALL BE DISREGARDED. SIMPSON LBPS Y2 SLOTTED WASHER >1
R RELEASE DATE:
SD-3 1"CUT WASHER. _c__ 06-30-10
2) THE TRUSS LAYOUT AND NUMBERING SYSTEM
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. THREADED ROD(U.O.N.) REVISIONS:
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR
ALTERNATE WASHER DETAIL
APPROVAL BY THE ENGINEER OF RECORD AND THE
CONTRACTOR.
NOTE:
- - — — — — — — — — — — - — — — —— — —
EACH EXTERIOR POST SHALL BE TREATED TRUSS OR BEAM(AS NOTED)
44 POST ON ABU44-Z POST BASE.STRAP (2)H8 AT (2)H8 AT-\\ 0
POST TO BEAM ABOVE WITH(2)H6-Z CLIPS. RUSS HOLDOWN(AS NOTED) - DRAWN BY:
TYPICAL ALL POSTS-(U.O.N.) = FASTENED TO TRUSS 6 CMF
TRUSS T
SEE DETAIL"U"ON SHEET SD-3 — —— — — ——
OR BEAM. CHECKED BY:
w WJD
23
THREADED ROD LAYOUT IN FIRST FLOOR a) SHEET:
THREADED ROD ASSEMBLY
ul
CD
HOLDOWN ON THREADED ROD AT TRUSS BEAM 0
04 S �4
-BRICK VENEER WITH 1"AIRSPACE
AND WALL TIES
CD
2x STUDS @ 16"O.C.(U.O.N.)
BRICK VENEER WITH V AIR SPACE ui
CONT.FLASHING;PROVIDE WEEP AND WALL TIES F_ A
HOLES @ 33"O.C.
GROUT AIR SPACE BELOW FLASHING
2x STUDS @ 16"O.C.(U.O.N.)
2x TREATED SILL PLATE
CONT FLASHING;PROVIDE WEEP 4"CONCRETE SLAB WITH 6x6 E
(SEE TYPICAL WALL SECTION HOLES' @ 33"O.C. W1.41.4 WWF OR FIBERMESH
E�] FOR ANCHORAGE)
GROUT AIR SPACE BELOW FLASHING
cn
4"CONCRETE SLAB WITH 6x6 FL "vil F cn
W1.41.4 WWF OR FIBERMESH 2x TREATED SILL PLATE
(SEE TYPICAL WALL SECTION
C14 I
FOR ANCHORAGE) BEARING POST(AS NOTED)
4"CONCRETE SLAB WITH 6X6 N I/"I I/
4"CONCRETE SLAB WITH
VAPOR BARRIER OVER TREATED GRADE—� WI.4xl.4 WWF OR FIBERMESH VAPOR BARRIER OVER 4"CONCRETE SLAB WITH 6x6 cn
co
AND COMPACTED FILL 6x6 W1.41.4 WWF OR
x TREATED AND COMPACTED FILL cn
AS NOTED W1.41.4 WWF OR FIBERMESH
�4 FIBERMESH
GRA E -7 - T_ FL 4"CONCRETE SLAB WITH 6x6 CL
\'/ I 1� I W1.41.4 WWF OR FIBERMESH
#5 CONT.
11r, I . GRADE x� X
H.4'O.C.
X
8"CMU STEMWALL WITH(1)#4 @ 48
REINFORCEMENT(AS NOTED) 44
AND IN EACH CORNER. 7t
4 RADE U) Lu
c:, "O.C. -7 <
FILL CELL SOLID AT EACH#4 REBAR. so VAPOR BARRIER OVER TREATED CMU STEMWALL WITH(1)#4 @48
ib 0 C) AF U,BARRIER OVER C? IER OVER
HOOK REBAR 12"INTO SLAB AND 6"INTO AND COMPACTED FILL. ID IN EACH CORNER.
I KEA I ED AND
FILL ELL H
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FOOTING. w
TREATED AND COMPACTED FILL FILL
HOOK REBAR 12"INTO SLAB AND 6" NTO
6" 5" FOOTING. (AS NOTED) REINFORCEMENT(AS NOTED) (AS NOTED) REINFORCEMENT(AS NOTED) 0
ONE STORY-(3)#5 CONT, (2)#5 CONT. 8" (1)#5 CONT.
V-8" ONE STORY-(2)#5 CONT. V-5"
TWO STORY-(3)#5 CONT. TWO STORY-(3)#5 CONT. z
SEC rK �p SECTION - INTERIOR BEARING PAD FOOTING 0 Lj
rA SECTION - STEMWALL WITH BRICK SECTION - MONOLITHIC WITH BRICK SE TION - PAD FOOTING AT PORCH STEMWALL SECTION - PAD FOOTING AT PORCH THICKENED EDGE �Dl SECTION - THICKENED EDGE ��D-1
�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D. NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT cu
E;� ENGINEER FOR ADDITIONAL REQUIREMENTS.
ENGINEER FOR ADDITIONAL REQUIREMENTS.
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2x STUDS @ 16"O.C.(U.O.N.) z
N 2x TREATED SILL PLATE P 51 STRAP NAILED TO GARAGE 2x—STUDS @ 16"O.C.(U.O.N.)
A 3"MAXIMUM OVERHANG(OPTIONAL) >1
c/) a)
(SEE TYPICAL WALL SECTION =� DOOR POST.BEND STRAP INTO STHD14 STRAP NAILED TO 4"CONCRETE SLAB WITH 6x6
FOR ANCHORAGE) < cn FOOTING AS SHOWN. 0
2x STUDS @ 16"O.C.(I.I.O.N.) GARAGE DOOR POST. 2
W1.4x1.4 WWF OR FIBERMESH co
0
4"CONCRETE SLAB WITH 6x6 0 < EMBED STRAP INTO FOOTING 4"CONCRETE SLAB WITH 6x6 U.
2x TREATED SILL PLATE 0 ui 6i z
W1.41.4 WWF OR FIBERMESH THICKENED EDGE AT GARAGE DOOR U) ASSHOWN. W1.4x1A WWF OR FIBERMESH W
_0 a_, 1= _j
(SEE TYPICAL WALL SECTION co < I
04 CLL THICKENED EDGE AT GARAGE �7_
7 FOR ANCHORAGE)
z 0 CURB HEIGHT VARIES
, ,VAPOR BARRIER OVER TREATED
#4 WITH 6"HOOK INTO FOOTING 55 < DOOR 0
Lu AND COMPACTED FILL
VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 A I I _0
GRADE AND BENT 12"MINIMUM INTO cr_ MONOLITHIC FOOTING
00 (1)#5 CONT.
GRADE ND COMPACTED FILL - Z W1.41.4 WWF OR FIBERMESH THICKENED EDGE. Ln RADE-
co = -- I I E
(1)#5 CONT. All GRADE 8"CMU STEMWALL WITH(1)#4 @ 48"O.C.
10
AND IN EACH CORNER. VAPOR BARRIER OVER TREATED —
0
CMU STEMWALL WITH(1)#4 @ 48"O.C. -/ FILL CELL SOLID AT EACH#4 REBAR. —
AND COMPACTED FILL
AND IN EACH CORNER. a)
9 = \ 9 HOOKIR
FILL CELL SOLID AT EACH#4 REBAR. 9 EBAR 16"INTO PORCH SLAB
:;-- VAPOR BARRIER OVER TREATED c
41 v (1)#4 CONT.
X<GRADE AND 6"INTO FOOTING. —
HOOK REBAR 12"INTO SLAB AND 6"INTO
E
AND COMPACTED FILL C-0
FOOTING. cu
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-4 p= Lo
F= 6"
N�/\ -0
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V-8" ONE STORY-(2)#5 CONT. V-0" ONE STORY-(2)#5 CONT. CONT.CONCRETE FOOTING V-8' (2)#5 CONT.
31, . \N\Y\\\ Lu
V-8" TWO STORY-(3)#5 CONT. V-4- TWO STORY-(3)#5 CONT, I/ I/ I I I /,/ ' cu m
ALTERNATE:INSTALL MSTAM36 STRAPS IN LIEU OF EITHER PA-51 STRAP OR STHD14 STRAP(SEE DETAIL R ON SHEET SD-1) z
0
_0
SECTION STEMWALL SECTION MONOLITHIC DETAIL - PA51 INSTALLATION (STEMWALL) DETAIL - STHD14 INSTALLATION (MONOLITHIC) SECTION PORCH STEMWALL SECTION NON-BEARING STEPDOWN
S S 48"CONTACT 0
\,.ID-1j NOTE: IF STEMWALL HEIGHT EXCEED \ZD 0
D NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT
\LD-lo/ NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT E;/ ENGINEER FOR ADDITIONAL REQUIREMENTS. a)
ENGINEER FOR ADDITIONAL REQUIREMENTS. ENGINEER FOR ADDITIONAL REQUIREMENTS. -0 F_
0 N
F SHOWER AREA F SHOWER AREA
co
MONOLITHIC FOOTING
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BRICK VENEER WITH 1 AIR SPACE __F� F_ 7
AND WALL TIES 8"CMU STEMWALL cu
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FORM EDGE co
2x STUDS @ 16"O.C.(U.O.N.)
Z vi�j
CONT.FLASHING;PROVIDE WEEP PLAN VIEW
PLAN VIEW <
CD
HOLES @ 33"O.C. _0 0
GROUT AIRSPACE BELOW FLASHING BRICK VENEER WITH I"AIRSPACE cli U-
co
CD
2x TREATED SILL PLATE AND WALL TIES 2x STUDS @ 16"O.C.(U.O.N.) �a
a) Lu
(SEE TYPICAL WALL SECTION cn
a)
FOR ANCHORAGE) 2x STUDS @ 16"O.C.(U.O.N.) 2x TREATED SILL PLATE
(1)#5 CONT. CONT.FLASHING;PROVIDE WEEP (SEE TYPICAL WALL SECTION 2
"O.0 N FOR ANCHORAGE) x—STUDS @ 16"O.C.(U.O.N.) (2)MSTAM36-Z STRAPS S_
HOLES @ 33 o)
U)
a_ cn
FILL JOINT WITH ELASTOMERIC GROUT AIR SPACE 'BELOW FLASHING 6"MIN. (1)#4 CONT. 2x TREATED SILL PLATE NAIL EACH STRAP TO CRIPPLE STUD a) 0
JOINT FILLER 4"CONCRETE SLAB WITH 6x6 CIO
_j
N (SEE TYMCAL WALL SECTION WITH(13)1 Od COM NAILS LL_
2x -TREATED SILLOLATE HEIGHT OF CURB VARIES W1.4x1.4 WWF OR FIBERMESH cn
4"CONCRETE SLAB WITH 6x6 I z
(SEE TYPICAL WALL SECTION 1 2 FOR ANCHORAGE) U-
4"CONCRETE SLAB WITH 6x6 0 FASTEN STRAP TO FOUNDATION
E�] W1.4x1.4 WWF OR FIBERMESH CN 6"MIN. FOR ANCHORAGE) CN (1)#4 CONT. 0 0 0 0 < co
'n
W1.41.4 WWF OR FIBERMESH 0 Uj WALL WITH(8)X"x 24'CONCRETE SCREWS CD
HEIGHT OF CURB VARIES(8"MAX.) i! 6"MIN. HEIGHT OF CURB VARIES(8"MAX.) 17F, x 1 Y"CONCRETE
VAPOR BARRIER OVER TREATED INTO MASONRY OR(8) 4
ui
4 00 GRADE 4"CONCRETE SLAB WITH 6x6 GRADE—� U) SCREWS INTO CONCRETE. CONCRETE �4
co
VAPOR BARRIER OVER TREATED 4"CONCRETE SLAB WITH 6x6 ��/AND COMPACTED FILL EWS SHALL BE POWERS"TAPPE
GRADE
W1.41.4 WWF ORFIBERMESH R"WITH
AND COMPACTED FILL W1.41.4 WWF OR FIBERMESH (1)#5 CONT.
\�tVAPOR BARRIER OVER TREATED
'O.C. 8"CMU STEMWALL WITH(1)#4 @ 48-O.C.
GRADE PERMA-SEAL FINISH OR EQUAL.
CMU STEMWALL WITH(1)#4 @ 48 DE 71 /��///�>/AND COMPACTED FILL
STRAP SHALL BE COVERED WITH SIDING OR
\,�'/��'AND IN EACH CORNER. /,��AND IN EACH CORNER.
co C? = \
0- HOOK REBAR 16"INTO PORCH SLAB AND
STUCCO z
FILL CELL SOLID AT EACH#4 REBAR. C? VAPOR BARRIER OVER CMU STEMWALL WITH(1)#4 @ 48"O.C. FILL CELL SOLID AT EACH#4 REBAR.
;__ I _. 5�
HOOK REBAR 12"INTO UPPER COURSE OF TREATED AND COMPACTED FILL AND IN EACH CORNER. 4t NOTE:
/\\�I VAPOR BARRIER OVER TREATED
FILL CELL SOLID AT EACH#4 REBAR. 6"INTO FOOTING. C14
AND COMPACTED FILL THIS DETAIL MAY BE SUBSTITUTED FOR 2)
CD
BLOCKS AND 6"INTO FOOTING.
5 � HOOK REBAR 12"INTO SLAB AND 6"INTO EITHER THE PA51 STRAP(STEMWALL)OR CL 00
6 FOOTING. 0 Lo
THE STHD14 STRAP(MONOLITHIC). 0
V-5" ONE STORY-(3)#5 CONT. 6" V-13" ONE STORY-(2)#5 CONT.
FASTEN STRAP AS NOTED ABOVE TO �3
TWOS Y-(3)#5 CONT. 1-4' ONE STORY-(2)#5 CONT. V-4" TWO STORY-(3)#5 CONT. (2)#5 CONT. w
V-13" ONE STORY-(2)#5 CONT. EITHER FOUNDATION TYPE. 0 UL
V-8" #5 CONT -81, TWO STORY-(3)#5 CONT. _0
TW7 ST®RY I_- Lij
co
U)
RAGE WtH BRICK SECTION STEMWALL AT EXTERIOR WALL SHOWER SECTION MONOLITHIC AT EXTERIOR WALL SHOWER SECTION PORCH STEMWALL WITH BRICK DETAIL ALTERNATE FOR PA51 STRAP OR >
rm_"11N :Z7
SECTION STEMWALL AT GARAGE WITH BRICK SECTION MONOLITHIC AT GA < 0
\,,�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT D�-1 0-
STHD14 STRAP 0
D�-1 NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT cslc�� NOTE: IF STEMWALL HEIGHT EXCEEDS 48"CONTACT ENGINEER FOR ADDITIONAL REQUIREMENTS. 0
ENGINEER FOR ADDITIONAL REQUIREMENTS. 3: U)
ENGINEER FOR ADDITIONAL REQUIREMENTS. -L10 <
0
�E
E
0
c- SCALE:
n
2x STUDS @ 16"O.C.(I.I.O.N.) :t-_
N.T.S. - (U
2x TREATED SILL PLATE DO NOT
(SEE TYPICAL WALL SECTION cn
FOR ANCHORAGE) THIS DR,
(1)#5 CONT. RELEASE D,
FILL JOINT WITH ELASTOMERIC 06-30
JOINT FILLER 2x—STUDS @ 16"O.C.(U.O.N.)
2x STUDS @ 16*0.C.(U N.) 2x—STUDS @ 16"O.C.(U.O.N.) REVISIONS:
4"CONCRETE SLAB WITH 6X6 2x—TREATED SILL PLATE
2x—TREATED SILL P 2x TREATED SILL PLATE (SEE TYPICAL WALL SECTION
W1.4x1.4 WWF OR FIBERMESH
(SEE TYPICAL WALL SEC N (SEE TYPICAL WALL SECTION FOR ANCHORAGE) a)
04 f
- FOR ANCHORAGE) FOR ANCHORAGE)
6"MIN. - CURB HEIGHT VARIES
HEIGHT OF CURB VARIES(8-MAX.) 4"CONCRETE SLAB WITH 6X6 Lu
4"CONCRETE SLAB WITH 6X6 Ep
APOR BARRIER OVER TREATED co GRADE W1.41.4 WWF OR FIBERMESH
GRADE 4"CONCRETE SLAB WITH 6x6 CD
ND COMPACTED FILL W1.4x1.4 WWF OR FIBERMESH
f W1.41.4 WWF OR FIBEFAIMESH cn
8"CMU STEMWALL WITH(1)#4 @ 48"O.C. 1 - Ii., U)
k � -_ - I__T_
4 4
AND IN EACH CORNER. z , i
C? FILL CELL SOLID AT EACH#4 REBAR. <
9 2� 0/77Y�_? -s� DRAWN BY
HOOK REBAR 12"INTO UPPER COURSE
/'X/X/'X,/, IAPOR BARRIER OVER TREATED C
OF BLOCKS AND 6"INTO FOOTING.
VAPOR BARRIER OVER VAPOR BARRIER OVER TREATED a)
kCTED FILL a)
TREATED AND COMPACTED FILL AND COMPACTED FILL CHECKED [
4/\\
J� Lu \A
1'-0" ONE STORY-(2)#5 CONT. V-4" ONE STORY-(2)#5 CONT, V-4" ONE STORY-(2)#5 CONT. 2'
V-13" ONE STORY-(2)#5 CONT. TWO STORY-(3)#5 CONT. —,r8- TWO STORY-(3)#5 CONT. V-8" TWO STORY-(3)#5 CONT. cD SHEET:
TWO STORY-(3)#5 CONT. cn
=3
D
E
2
w
AIDE
W
7
Lo
0
SECTION - INTERIOR BEARING SECTION - BEARING STEPDOWN rN 0
I/�D SECTION - STEMWALL AT GARAGE SECTION - MONOLITHIC AT GARAGE c%4 s
�.�Dl NOTE: IF STEMWALL HEIGHT EXCEEDS-48"CONTACT D�-1 \.�Dl \..�Dl @ VERSI
ENGINEER FOR ADDITIONAL REQUIREMENTS.
rT
DIAZ RESIDENCE
1490 SELVA MARINA DRIVE
ATLANTIC BEACH, FLORIDA
POST DEVELOPMENT AREAS:
PRE DEVELOPMENT AREAS: LOT 39,450 S.F.
LOT 39,450 S.F. BUILDING AREA 4,208 S.F.
REAR TERRACE 1 ,170 S.F.
IMPERVIOUS INCLUDES: DRIVEWAY & WALK 43750 S.F.
EXISTING HOME, PORCHES, DRIVE, WALKS, A/C PADS. TOTAL IMPERVIOUS 10,128 S.F. = .26 % DELTA VOLUME 12,535 - 10,128 2,407 cu. ft.
TOTAL IMPERVIOUS 7,484 S.F. .19 %
STORMWATER STORAGE REQUIREMENTS
DESCRIPTION AREA LOT AREA
DESCRIPTION AREA LOT AREA Wtd licit (SQ. FT.) (SQ. FT.) licit Wtd licit AREA % IMPERVIOUS RUNOFFVOLUME
(SQ. FT.) (SQ. FT.) "Coll 10128 39450 1 .00 0.26 PREDEVELOPMENT 39,450 s.f. 19 % 10,128 cu. ft.
IMPERVIOUS 7484 39450 1 .00 0.19 IMPERVIOUS POST DEVELOPMENT 39,450 s.f. 26 % 12,535 cu. ft.
PERVIOUS 31966 39450 0.20 0.16 PERVIOUS 29322 39450 0.20 0.15
,RUNOFF CO. (C 0.35 IRUNOFF CO. (C) 0.41
STORAGE VOLUME REQUIRED: 2,407 cu. ft.
STORAGE VOLUME PROVIDED: L t2,438 cu. ft.
PRE DEVELOPMENT RUNOFF VOLUME 0.35 x 39,450 S.F. x 9.3 in. / 12 in. / ft POST DEVELOPMENT RUNOFF VOLUME 0.41 x 39,450 S.F. x 9.3 in. 12 in. ft
V 10,700 cu. ft. PROPOSED STORAGE AREA SIDE SLOPES: V 12,535 cu. ft.
CENTER: 12' x 38' x 1' = 456 cu. ft. 6 FEET WIDE WITH 2:1 SLOPE
SIDE SLOPES = 372 cu. ft. STORAGE AREA = HATCHED AREA DENOTES
TOTAL STORAGE 828 cu. ft. 744 cu.ft. X .5 372 cu. ft. NEW CONSTRUCTION.
4
ELM ELM
32" ln's
CATALPA
32y) p 20
2'
32"
32"
3212
32"
..........
.......... ............... ............ .............
................ ....... .............
31
3 01
WA TER OAI�
........... .................
e0o'
..... ....... ..........
23
EL
M ES
HATCH REA DENOT
NEW
S RUCTION.
13" CEDAR
.4-
..........
32
7
NEW WOOD DB C- K- -
..........
NEW CONCRETE DRIVEWAY
12's ...............
CK EDGE.
WITH BRI
'Ni
.........--------- x
2o" EXISTING
Ra,
POOL.
21 m,
35
..................................
12 CAN,pj�
6 WA TER 0 ER ------- ..................... ----------------
................ -------
P/NE ............
.............. ----------
Eiii
----------
1 NEW CONCRETE TERRACE
WITH BRICK STEPS.
38"
......... . ....
23p)
A
TCHED AREA DENOTES
-4
.... .... NE PORCH.
NEW HOT TUB
36" MA N 12')
/A
17"
12')
6
'71
NEW WOOD DECK.
7A
29',
17, 21
NEW CONCRET ERRACE
01p MAGNOL/A
13
2
AND WALKWAY TH
BRICK EDGE.
19" EL
loff
12" 32)p
8" 15" NOTES
HATCHED AREA DE
1811
lip 14" NEW PORCH.
3
6
1 6'p
A .................................
PROPOSED STORAGE AREA . . . . . .
CENTER: 4' x 33' x 1' = 132 cu. ft. PROPOSED STORAGE AREA
SIDE SLOPES = 294 cu. ft CENTER: 8' x 76' x 1' = 608 cu. ft.
TOTAL STORAGE = 426 ou. ft. 27"
SIDE SLOPES = 576 cu. ft.
SIDE SLOPES: TOTAL STORAGE = 1 ,184 cu. ft.
6 FEET WIDE WITH 2:1 !3ILOP
SIDE SLOPES:
STORAGE AREA = - 0
6 FEET WIDE WITH 2:1 SLOPE
588 cu ft. X .5 294 cu. V,
STORAGE AREA
1 ,152 cuft X .5 576 cu. ft.
architectural 5 FILE COPY
SCALE:
1\�pi
REVIE'WED FOR CODE COMPLLANCE
02 CITY OF ATLANTIC BFACH
SEE PERMITS FOR ADDITIONAL
QUIREMEENTS AND CONDITIONS
REVIEWED BY. /L1 DATE.
7r-
19C
E/77
DEI
CO
22'-0" 321-8" 15'-0"
1 1-0 l'-6" '-0-1, 15'�O" 1'-0",,1'-6" jl'-O", 4'-6" 4'-5" 5'-8H 4'-6" 7'-3" 6'-4- 7'-4- 7'-8-
E)
Fil
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(2)30601DH (2)3060 DH FRE CH (4)30601DH G)
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WITH BRICK EDGE(TYPICAL)
..........
7 711'11-1-111-4-i�
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;D
..... ....... ....................
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--4
+
1-0 V-6m --0 15'-0" '1'-0 V-6" 1-01, 9.-011 V'-01 91-0" V-011
No: 0
22'-0"
NEW BRICK STEPS 2
AND PEDESTALS,
HOi
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proF
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be re
pared
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SCALE: 1/4" 1 1-0.1 Job
Date
seall
Drav
Cho
K,F.,v I N I
P F__ 516 �\
( 904) -7
8'-0" PLATE I" ..........
TOP OF WINDOW NEW STANDING SEAM
....... .......................................................... ....................................................................................................... ...........................- .....................................................................................................................................................................................................
METAL ROOF
NEW OPEN RAFTER TAIL
EAVES ON NEW PORCH.
.........
.................................................................................................. ................ ................. ............. .................................................. ..........................................
........................................................ ........................................................................
.......... ............................ ...........
9 . ........
bo NEW PAINTED SQUARE
PANELED COLUMNS.
............... ................ ........................................ ............................................................................. ................................... ................................... ............................................................................................................ ............ ............................................................ ............ .............
.......... . ......
............
....................................... .............. ........................ .................................... ............................................ ............ .............. ......................... .............................................................. ..............................................................................................................................................
EE T...... .......
... ............
.............. ------ ...............
SECOND FLOOR
77
10'-0"PLATE
.................................................. ..................... ............. ...................................................................................................................................................................................................................................................................
....... .... ....
................... ............
TOP OF WINDOW-NEW t . -1 . ;
..........
.... ...... ...........................................
TOP OF WINDOW-EXIST
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......... ... ............................. ................. ......................... .........................
9
........--------...........- ...........
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FINISH GRADE
K7 50ut� elevation
�4 SCALE: 1/4" V-0"
NEW COPPER CHIMNEY CAP
NEW BRICK VENEER
OVER EXISTING CHIMNEY
................
.........
...............
ED
............
............... .......
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8'-0"PLATE =-' _f I '7�
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TOP OF WINDOW
.................
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.................... .............. ........................... ...............
.................
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............................. ............. .............................. ......... ..............
.......... .............................
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... .. ...... ................................... ............
SECOND FLOOR ................... .. ............... ......
........... .................. ................ ....... ......... .......... --------------- ...... ................
.............
10'-0"PLATE .................. ...........
.................................................... 'T............ ............................................ ................................
.................
...........-
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JOP OF WINDOW
...... ................
TOP OF WINDOW-EXIST
----------------------------- ............
...... ............ ............. ......................... ............................................................................ .................... ........................ ...........................
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................ .................................................. ................. ............... ................. ............................ ............. ..................
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..................
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.............. .............................. ........... .......... ................................ ................. ...................................................................................... ........................................ ...........-....................... ............................. ..................................................
No: DATE:
FIRST]FLOOR
............... .................................................. ... ............................................................................................................. .............. ...........................................................
........... A
ao
.FINISH GRADE
A2
NEW STAINED WOOD
nort� devabion GARAGE DOOR.
SCALE: 1/4"= 11-01.
1\�4
HOMF, r,
This drawing Is 4
property of H
J: remain his prope
be restricted to t
pared and publicc
such use.
Job Nw. C
Date:
Scale:
Drawn:
Che&ed:
rlrl v I
( 19014
220
40�
....... .... .... ........ ................ ........ ........ .... ........ ......................... ....... ...............
0
...... ...............I ...... ........ ... ................. . ........ ....— ..... ............... ... .................. ... .... ........ ................ ...... ......................... ............ ... ....................... .......
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No: DAI
HOA/
We drc
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be rmW
K'1'� 50conJ floor pared or
such us
��6 SCALE: 1/4"= l.-O., Job No.
Date:
Scale:
Drawn:
Check*
KTIVIN
% N( 904) -7-1
24'-0" 16'-6" 16'-2" 15'-0"
7-0-1 3'-6" 15'-0" T-6" 8--1 1 5'-8" 11-111,
T INSTALL(2)95 DOWELS EMBEDDED INTO ADHESI�E(4"MINIMUM)
Cn AT EXISTING FOOTING.DOWELS WILL BE EMBED)ED INTO
NEW POURED CONCRETE FOOTINGJ,���TYPICAL-U.O.N.
L—————--—————-
=3
J. L-
L z L
CUT AND POUR NEW--,,,,'�I I
UJI I I �VERIFY BEARING
0- FOOTING(SEE DETAIL) STEPDOWN FOOTING.
U-J) IF NO FOOTING PRESENT
ADD PER DETAIL
4"CONCR
ETE SLAB WITH 6x6 W1.41.4
WWF OR FISERMESH OVER INSTALL#5 DOWELS EMBEDDED
VAPOR BARRIER-COVERING' ir—-1
IN70 ADHESIVE(4"MINIMUM)@ 48"O.C.
CLEAN,COMPACT,TREAT-ED FILL.
00
-1 11
LO ALONG PERIMETER OF EXISTING
C\1 FOJNDATION.DOWELS WILL F-
BE EMBEDDED INTO NEW POURED
NCRETE 0Q6UUWlJ*.TYPICAL-U.O.N.
L UL--O k
y AB *Iok5/"`�j
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C?
LU E0
CNI
0
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—————————————------————-- --
M
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—————————————————--———————
-j F
ll INSTALL#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)@ 48"O.C.
j L J LL���A ALONG PERIMETER OF EXISTING FOUNDATION.DOWELS WILL
BE EMBEDDED INTO NEW POURED CONCRETE(40UUUW44M).TYPICAL-U.O.N.
INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)
A EX ISTING FOOTING.DOWELS WILL BE EMBEDDED INTO
15'-0" 3'-6" 16'-6" T W 11OURED CONCRETE FOOTING
NE TYPICAL-U.O.N. INSTALL(2)#5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM) �5 DOWELS EMBEDDED INTO ADHESIVE(4"MINIMUM)
E
AT EXISTING FOOTING.DOWELS WILL BE EMBEDDED INTO FOOTING.DOWELS WILL BE EMBEDDED INTO
NEW POURED CONCRETE FOOTING(1YAM6A").TYPICAL-U.O.N. D CONCRETE FOOTING*4044"MW".TYPICAL-U.O.N.
OEI
ni nni, I in
4"CONCRETE SLAB WITH 6x6 W1.41.4
WWF OR FIBERMESH OVER
VAPOR BARRIER COVERING
CLEAN,COMPACT,TREATED FILL. rD
LU
,F—7n
I /�D
— . . I . . . i . ... . .. I -
�SD-1
EMBEDDED'SMAP ATt
GARAGE DOOR OPENING'
SEE DETAIL T"ON SD-1
L -J
I---- T7
21'-0" L
V-6 l'-6"
T-6" 15'-0" 2'-6"
23'-4" 12'4"
L
L--j M
z
0
0
EPDXY#5 DOWEL —AV—
r':,i
4"INTO EXISTING,
EMBED 6"INTO NEW CUT& MOVE SLAB
@ 48"O.C.ALONG AS RE RED
C4 LENGTH OF FOOTING
(0
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LU
0-
0
50 -A;
Lu
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0
F r i r r n
0 t M 0
Cn SECTIqN TOP VIEW
NEW I 1"W x 12*D
J FOOTING WITH(2)
#5's CONTINUOUS
WITH(2)#5 EACH WAY
L -i L —j (TYPICAL) DETAIL OF *W FOO ADDED TO EXISTING SLAB
SEE DETAIL"E"ON SD-1
T-6" 15'-0" 3'-6" 9'-6" 101-0.. 10'-6"
No: DATE:
52'4'
A2
3
iTy -'T
REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
QUIREMENTS AND CONDITIONS.
REVIEWED BY. DATE: -16-/0 1
7
CONTRACTOR SHALL VERIFY ALL DIMENSIONS This drawing Is an in�
USING FINAL APPROVED FLOOR PLAN PRIOR property of Kevin
remain his property.
pared and publication
fir5l- floor TO CONSTRUCTION. be restricted to the or
ri " 1 . - - I
SCALE: 1/4" 1 1-01, such use.
11481 ST.AUGUSTINE RD.,#2 Job No:
02 HULSBERG EN I-WI INC. 09-2C
TH P
FLORIDACER�Tl nCATE U, Z IMBER:2584
JACKSONVILLE,FL.32258 THORIZA UON Date: 61��1'20,
Phone(904)886-2401 -
Fax(904)260-4367 W Scale:
JEFFREY K.HULSBERG,PE WIL J.. FLOYD S.SIMPSON,PE
FL PE No.33152 FL pNo.45 FL PE No.50791 Drawn:
jhdgeng@beg�lh net
1*
NSTALL(2"'
AT EXISTI NG F
W POU
[NE RED
['Nq
IN
Ll
A
FOUNDATFO--N&YOUT ONLY
Checked:
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1) ALL SECOND FLOOR EXTERIOR WALLS SHALL BE CONSTRUCTED WITH2x6SPF No.2 CD
Y^A STUDS @ 16"O.C.FOR PLATE HEIGHT OF 8'-l)/B"-U.O.N. CD
m cn b
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SHEARWALL LEGEND: — <
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2x8 LEDGER WITH(5)0.131"x 3 YA' 0
NAILS @ 16"O.C.(EACH STUD) E
E
0
SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER SCALE:
TYPICAL CANTILEVERED
X6" OR lY32"RATED SHEATHING,EXPOSURE 1.FASTEN
cn
FLOOR TRUSS WITH 0.131"x 2 Y2"NAILS @ 6"O.C.ON EDGES AND (D V-13" (I.I.O.N.)
i-> DO NOT SCALE
1 12"O.C.ON INTERMEDIATE SUPPORTS. a)
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THIS DRAWING
A
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TYPICAL CANT
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FLOOR TRUSS
SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER
Y16"OR'Y32-RATED SHEATHING,EXPOSURE 1.FASTEN ATE:
A=
2x8 LEDGER WITH(5)0.131"x 3 X WITH 0.131"x 2Y2"NAILS @ 3"O.C.ON EDGES AND 06-30-10
FNXAILS @ 16"O.C.(EACH STUD) 12"O.C.ON INTERMEDIATE SUPPORTS. REVISIONS:
H3 SHEATH BOTH SIDES OF INDICATED SHEARWALL AND NAIL
WITH DENOTED PATTERN. a)
2x4 FRAMED WALL NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. 21
co
El El LJ Ell THREADED ROD WOOD FRAMED HEADER LEGEND:
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OF HEADERN DRAWN BY:
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Ed] r(2)2x`� HEADER CMF
El Eli s
(SD� CHECKED BY:
0)
CANTILEVERED FLOOR TRUSS DENOTES QUANTITY-/ \,-DENOTES QUANTITY WJD
OF CRIPPLES OF KING STUDS
WALL LAYOUT SECOND FLOOR En
(D SHEET:
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NOTE:
ALL WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
(2)2x6 No.2 OR BETTER SYP.INSTALL MINIMUM(1)CRIPPLE AND Lo
C)
(1)KING STUD AT EACH HEADER(U.O.N.) C)
04 S �3
191 1
ci w
THREADED ROD LEGEND: m
X8"THREADED ROD FROM FOUNDATION TO DOUBLE
PLATE.(4"MINIMUM EMBEDMENT REQUIRED) m
0
Y8"THREADED ROD FROM FOUNDATION TO UPPER FLOOR
ui
DOUBLE PLATE.(4"MINIMUM EMBEDMENT REQUIRED) 21
cn
HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE =3 0
El HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE E 0
,9 J
MINIMUM,y2"0 ROD TO HOLDOWN ANCHOR AND CONTINUE
TO DOUBLE PLATE ABOVE.
En U.
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HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE in
MINIMUM YY 0 ROD TO HOLDOWN ANCHOR AND CONTINUE
TO UPPER FLOOR DOUBLE PLATE ABOVE. z
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THREADED ROD ASSEMBLY cn
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DETAIL OF ROD THROUGH FLOOR SYSTEM _c__ Z LML, LL
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NUT WITH 3"x 3"x WASHER 0
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ALTERNATE:SIMPSON LBPSX2 16 0-
SLOTTED WASHER WITH 1"CUT
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CENTER ROD WITHIN SILL PLATE =
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HOLE SHALL BE CLEARED OF ALL m
DEBRIS AND BRUSHED OUT PRIOR
m
TO INSTALLATION OF ADHESIVE. a)
Lu
MINIMUM 4"EMBEDMENT INTO 0) w
CONCRETE(OR AS NOTED) U-
U-
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ED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE
JILLHREADEE fn
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TRUSS CONNECTORS
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UPLIFTS COMPUTED BY ENGINEER OF RECORD. �:: cn C-)
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UPLIFT VALUES IN TRUSS ENGINEERING DOCUMENTS �E
E
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NUT a)
SHOWN SHALL BE USED BY THE TRUSS MANUFACTURER. cn
2 THIS DRAWING
DO NOT VARY FROM THIS LAYOUT WITHOUT PRIOR SIMPSON LBPS Y2 SLOTTED WASHER >1
-COD RELEASE DATE:
a)
APPROVAL BY THE ENGINEER OF RECORD AND THE 1"CUT WASHER. 06-30-10
CONTRACTOR. THREADED ROD(U.O.N.) REVISIONS:
ALTERNATE WASHER DETAIL
cn
Doi El TRUSS OR BEAM(AS NOTED)
F
HOLDOWN(AS NOTED) DRAWN BY:
ELI E] D 011, FASTENED TO TRUSS CMF
OR BEAM.
CHECKED BY:
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"rHREADED ROD LAYOUT - SECOND FLOOR- SHEET:
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CN S �5
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(TYPICAL DOUBLE PLATE SPLICE)
48"MINIMUM SPLICE LENGTH
MINIMUM NAILING OF TYPICAL HEADER TO KING STUD CONNECTION o
TYPICAL FRAMING AT CHANGE IN PLATE HEIGHT T-
(16)0.131"x 3"NAILS IN THIS ZONE. (SEE DETAIL"E"ON SD-2) o
(2)2x SYP#2 DOUBLE PLATE(U.O.N.)NAIL
NAIL EACH PLY OF KING AND CRIPPLE STUDS a � - HEADER NAILING REQUIREMENTS w
PLATES WITH 0.131"x 3"NAILS @ 8"O.C.
JOINT IN LOWER PLATE JOINT IN UPPER PLATE TOGETHER WITH 0.131"x 3 X"NAILS @ 6"O.C.
STAGGERED
THREADED ROD ASSEMBLY WITHIN THREADED ROD ASSEMBLY CENTERED STAGGERED(TYPICAL) =:'-�DOUBLE PLATE 2x6 (3)NAILS PER PLY
I =3 00=%
6"OF SPLICE IN LOWER PLATE ON SPLICE IN PLATE OR THREADED ROD CRIPPLE STUD AND KING TYPICAL STUD TO DOUBLE PLATE CRIPPLES AND KING STUDS
kX"�! j //a CONNECTION 2x8 (4)NAILS PER PLY E N
8"MAX. 6"MAX., ALTERNATE: IF ROD IS GREATER ASSEMBLY WITHIN 12"ON EACH SIDE OF STUD REQUIREMENTS (SEE DETAIL"G"ON SD-2) (AS NOTED)
THAN 6"FROM SPLICE-ADD JOINT. 6"MAX. (SEE WALL LAYOUT) HEADER(AS NOTED) HEADER
SSP AT SPLICE. NAILS AS NOTED 2x1 0 (5)NAILS PER PLY .0
AL- a MSTA36 STRAP CENTERED ON CHANGE IN cn 0
M
2x BLOCKING(TYPICAL)
IN TABLE 2x12 (6)NAILS PER PLY
(D
PLATE HEIGHT
(3)0.131"x 3 X"TOENAILS AT EACH CL
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END(TYPICAL) CRIPPLE STUD MY LVL (5)NAILS PER PLY CD
NAIL EACH SILL PLY TO KING STUD KING STUDS
WITH(3)0.131"x 3Y4'NAILS-TOENAIL 11 Y8"LVL (6)NAILS PER PLY
tt/-
2x4 BLOCKING BETWEEN STUDS TOENAIL OR ENDNAIL(TYPICAL) 2
CIL
NAIL EACH PLATE TO CRIPPLE STUD OR ENDNAIL EACH END TO ADJACENT 14"LVL (7)NAILS PER PLY x
BEVEL BLOCKING AS REQUIRED FOR NOTE: a)
WITH(3)0.131"x 3 X"NAILS-TOENAIL STUD WITH(3)0.131"x 3 X"NAILS NAILS MAY BE TOENAILED OR BACK
MINIMUM 1 Y2"NAIL PENETRATION 16"LVL (8)NAILS PER PLY
OR END AIL(TYP AL INTO MAIN FRAMING MEMBERS. NAILED THROUGH KING STUD. s co
49
(TYPICAL) -0
0 UJ UJ
�2)2x SILL g
2x-SPF#2 STUDS @ 16"O.C.(U.O.N.) =3
SHEATHING MAY CANTILEVER UP TO 0
(SEE WALL LAYOUT)
2"MAXIMUM PAST SUPPORTS.ALL 0
WINDOW ATTACHMENTS MUST BE
Z >
DOUBLE S WHERE OPENING ANCHORED INTO 2x-MEMBERS, co
WIDTH EXCEEDS 61" N.) -2 uj
rD !E
DETAIL - TYPICAL HEADER TO KING STUD CONNECTION
THREADED ROD ASSEMBLY AT NOTED SPACING DETAIL - TYPICAL ARCH TOP OPENING uj
(SEE DETAIL ON THREADED ROD LAYOUT) �-2 \,�D-2 co Cn
2x-TREATED SYP SILL PLATE Z
JOINT IN SILL PLATE
STEMWALL:- STEMWALL OR MONOLITHIC: cr)
Y2"THREADED ROD SET 5"IN ADHESIVE Y2"x 10"CAST-IN-PLACE HEADED OR cn
OR Y2"x 8"TITEN HD(SIMPSON) L-BOLT (7"EMBEDMENT) cu
T
z
STEMWALL:
MONOLITHIC: TYPICAL STUD NAILING
lul CD
Y8"THREADED ROD SET 4"IN
u Y2"THREADED ROD SET 4"IN ADHESIVE ADHESIVE NAILING AT STUD uj
2
OR STUD SIZE DOUBLE PLATE SILL PLATE cc
TYPICAL STUD TO SILL PLATE OR X8"x 6"TITEN HD(SIMPSON) TO DOUBLE PLATE U) I,-U) b
THREADED ROD ASSEMBLY�THREADED ROD ASSEMBLY OR ANCHOR Y2"x 9'SCREW ANCHOR BY 0 ui
(BEYOND) CONNECTION (END NAIL) c bi
BOLT(TYPE 0, Q,or Q) HURRI-BOLT,INC. MONOLITHIC: 2x4 (2) (3) -j ui 0
WITHIN 12"OF EACH SIDE OF JOINT (SEE DETAIL"G"ON SD-2) ORV2"x 8"TITEN HID(SIMPSON) Y8"x 6"TITEN HD OR Y8"x 6'SCREW STUD - LZ ::i Of
BUILT-UP CORNER POST >
a) 0
IN SILL PLATE. ANCHOR BY HURRI-BOLT,INC. 2x6 (3) (4) 0
(SEE DETAIL"K"ON SD-2) SILL PLATE
co
-NAILING AT STUD 2x8 (4 (5) 3:
BUILT-UP POST(WHEN NOTED ON WALL LAYOUT) ANCHOR BOLT REQUIRED WHEN DISTANCE BETWEEN NOTE. 7' Lu
NAI L EACH PLY WITH 0.131"x 3 THREADED ROD ASSEMBLIES EXCEEDS 60".INSTALL TO SILL PLATE E
(6)
4" it
CENTER ANCHOR BOLTS (TOENAIL) 2x10 (5) 6)
NAILS @ 6"O.C.STAGGERED TYPE Q OR(2) @ 60"O.C.MAXIMUM SPACING,OR 0
IN SILL PLATE,USE 2"xV WASHER m
TYPE U3 @ 48"O.C.MAXIMUM SPACING. 0 r-
ALL NAILS NOTED ARE 0.131"x 3 X" U) C:)
(SEE DETAIL 7"ON SD-2) TYPE TYPE TYPE a- Lo
ca
/00'� DETAIL TYPICAL WALL FRAMING CONDITIONS E C.0
>1 U) Z
�F DETAIL - ANCHOR BOLT OPTIONS f`G� DETAIL TYPICAL WALL STUD CONNECTION t_- 4%194-
-�2 \,�-2 co 00 uj LLI
__j
>- LL
ca
uL
-,_,--SILL PLATE(BELOW) Z Lcio' 0
ROOF COVERING(BY OTHERS)
/-2x-CORNER FRAMING FULL P...q
HEIGHT STUDS(TYPICAL) ROOF TRUSSES
TRUSS(BY OTHERS) CORNICE DETAIL 0
(2)ROWS OF 0.131"x 3 0
H2.5A AT EACH LOOKOUT (BY OTHERS) a) 0
2x4 LOOKOUTS @ 48"O.C.FOR H2.5A AT EACH LOOKOUT NAILS @ 12"O.C. CONNECTOR WHERE REQUIRED -0 F-
STAGGERED(TYPICAL) (SEE TRUSS CONNECTION SCHEDULE) �R
OVERHANG 2x4 LOOKOUTS @ 48"O.C. CL
>- C-4
FOR OVERHANG Lo
ROOF SHEATHING(AS NOTED) a) C)
ROOF SHEATHING m 0')
0
CL
2x4 SYP BLOCKING BETWEEN (AS NOTED) GYPSUM BOARD
2x6 OR 2K8 FRAMED WALL [77�� I �
-(2)2x SYP#2 DOUBLE PLATE
LOOKOUTS 2x4 SYP BLOCKING SILL PLATE(BELOW) co Lu
BETWEEN LOOKOUTS (U.O.N.) Y16"OR'Y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF _0 CL
0.131"x MY NAILS @ 6"O.C. 1/32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF -0 0
2x4 CORNER FRAMING FULL I =i -1
L
BALLOON FRAMED HEIGHT STUDS WALL STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) co uj \k--j u-
BALLOON FRAMED STUDS(AS NOTED) STUDS(AS NOTED) FASTEN WITH 0.113"x 2 Y8"RING SHANK cf� - 3:
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS.
MINIMUM OF(3)2x4 BLOCKS 12"LONG GYPSUM BOARD
DOUBLE PLATE <X�
NAILED WITH(4)0.131"x 3 X"NAILS TO GYPSUM BOARD a)
SINGLE PLATE NAIL TO TRUSS INTERIOR VAULT _0
BOTTOM CHORD WITH 0.131"x 3 EACH ADJACENT STUD CONNECTOR AT EACH TRUSS cl� w LL-
NAILS @ 6"O.C. EXTERIOR SHEATHING ALTERNATE:INSTALL SOLID STUD IN THREADED ROD ASSEMBLY AT co
NOTED SPACING(SEE DETAIL ON (SEE TRUSS CONNECTION SCHEDULE) 0)
EXTERIOR SHEATHING SHALL BE SHALL BE NAILED TO THIS SPACE w
LLJ
UPPER PLY OF DOUBLE THREADED ROD LAYOUT) (2)2x SYP#2 DOUBLE PLATE cn
a)
NAILED TO BOTTOM CHORD OF TRUSS 2x4 CORNER FRAMING FULL N.) 0 Lu
@ 6"O.C.WITH 0.131"x 2 Y2" PLATE @ 6"O.C. HEIGHT STUD 2x-TREATED SYP SILL PLATE (U.O. c <
WITH 0.131"x 2 Y2"NAILS. GYPSUM BOARD
NAILS.
- - - - - -- - -L (U.O.N.ON WALL LAYOUT) (2)ROWS OF 0.131"x 3 Y4' 77- 4i -7
(U.O.N.ON WALL LAYOUT) 2x4 FRAMED WALL �NAILS @ 12"O.C. !I �4 - (n Of
41 0 Lu U-)
a) M
'/16"RATED SHEATHING,EXPOSURE I -j U)
u- co
,_------FASTEN WITH 0.131"xM" cu
NAILS @ 6"O.C.ON EDGES AND Eli M z
rH DETAIL - BALLOON FRAMED GABLE END (LOW CEILING VAULT) DETAIL - BALLOON FRAMED GABLE END ING VAULT) SECTION - TYPICAL FRAMING AT 900 CORNERS SECTION - TYPICAL INTERIOR BEARING WALL fm
f"J� (HIGH CEIL rK cu
< 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) Lu
\l.�-2 INTERIOR CEILING PITCH IS EQUAL TO OR LESS THAN Y2 OF EXTERIOR ROOF PITCH INTERIOR CEILING PITCH EXCEEDS X2 OF EXTERIOR ROOF PITCH
Lu
0) u-
E- Qf
2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) u-
U-
LU
ROOF COVERING(BY OTHERS) 2x SOLE PLATE(U.O.N.)NAIL TO RIM
C'u
NOTE: ROOF TRUSSES BOARD @ 6"O.C.WITH 0.131"x 3 X"NAILS
ALL MEMBERS SHALL BE#2 SYP. CORNICE DETAIL
NUT&3"x 3"xY4"WASHER NAIL BRACE TO BLOCKING WITH(5)0.131"x 3 X" 'Xu"RATED STURD-1-FLOOR(T&G)SHEATHING GLUED
42 -
(SEE THREADED ROD ASSEMBLY DETAILS.) NAILS (BY OTHERS) AND NAILED,FASTEN WITH 0.131"x 2 Y2"RING SHANK 04
12"LONG 2x SCAB(MATCH BOTTOM 2x6 BLOCKING BETWEEN TRUSSES WITH @ 6"O.C.ON EDGES AND 12"O.C.IN THE FIELD.
2x4 BLOCKING REQUIRED BETWEEN
(3)0.131":(3;/4"NAILS EACH END 0- 4t 00
0 u')
CHORD)WITH Y2"SPACERS NAIL w/(3)0.131"x LOOKOUTS FLOOR JOI T(I-JOIST SHOWN,SAWN 0 04
3"NAILS ROOF SHEATHING(AS NOTED) 7 - 04 C=)
2x BARGE RAFTER JOIST SI AR-SEE SECTION 2"ON a) m Ict to
0� cy)
BOTTOM CHORD OF GABLE END TRUSS SD-3 F09 OPEN WEB TRUSS) 0 Lu LL co
z 00
THREADED ROD ASSEMBLY FASCIA(BY OTHERS) Y16"OR'y32"RATED SHEATHING,EXPOSURE I-SHINGLE ROOF U) ---Ji
:D - C)
'Y32"RATED PLYWOOD SHEATHING,EXPOSURE I-TILE ROOF C)
GYPSUM BOARD >
c�
-A ;E
SECTION A 2x4 LOOKOUTS @ 48"O.C. x 2 3/8"RING SHANK 0
FASTEN WITH 0.113' c: X
0 cu
NAILS @ 6"O.C.ON EDGES AND INTERMEDIATE SUPPORTS. RIM BOARD(I-JOIST OR SAWN JOIST) 0 u-
_;�: cn
H3 CLIP OR EQUAL AT EACH 0
S9 <
NAIL JOIST TO PLATE WITH(2)0.131"x 3 TOENAILS co -7)
LOOKOUT c
H2.5A AT EACH LOOKOUT 0
E
GYPSUM BOARD (2)2x-SYP#2 DOUBLE PLATE E
2x4 LOOKOUTS @ 48-O.C.FOR (I.I.O.N.) 0
OVERHANG N GABLE END TRUSS(DROP GABLE) CONNECTOR AT EACH TRUSS 0 SCALE:
(SEE TRUSS CONNECTION SCHEDULE) TOENAIL RIM BOARD TO PLATE WITH
ROOF SHEATHING(AS NOTED) N.T.S. - (U.O.N.)
2x6 BRACE SPACED @ 48"O.C.UNLESS (2)2x-SYP#2 DOUBLE PLATE 0.131"x 3,y4"NAILS @ 8"O.C. a)
TOP CHORD OF GABLE END TRUSS OTHERWISE NOTED ON ROOF LAYOUT. (U.O.N.) CD DO NOT SCALE
THREADED COUPLING AS REQUIRED
VERTICAL WEB OF GABLE END GYPSUM BOARD THIS DRAWING
ADD 2x4 T-BRACE NAILED @ 6"O.C.WITH
TRUSS RELEASE DATE:
0.131"x2Y2'NAILS IF BRACE LENGTH a)
NUT&3"x 3"xY4"WASHER EXCEEDS 9'-0". 06-30-10
GYPSUM BOARD
A 2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) 2x SPF#2 STUDS @ 16"O.C.-U.O.N.(SEE WALL LAYOUT) REVISIONS:
12"LONG SCAB(MATCH BOTTOM
a)
a)
X16"RATED SHEATHING,EXPOSURE I
CHORD)WITH Y2'SPACERS RATED SHEATHING,EXPOSURE 1. 7
BOTTOM CHORD OF GABLE END FASTEN WITH 0.131"x2 X2' FASTEN WITH 0.131"x 2 Y2"
TRUSS NAILS @ 6"O.C.ON EDGES AND NAILS @ 6"O.C.ON EDGES AND ui
12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) 12"O.C.ON INTERMEDIATE SUPPORTS.(U.O.N.) 21
a)
(2)2x-DOUBLE PLATE THREADED ROD ASSEMBLY AT THREADED ROD ASSEMBLY AT
THREADED ROD ASSEMBLY NOTED SPACING(SEE DETAIL ON NOTED SPACING(SEE DETAIL ON
GABLE ATTACHMENT PER DETAIL I'M" THREADED ROD LAYOUT) THREADED ROD LAYOUT)
GBC CLIP-(2)REQUIRED AT EACH BRACE ON SHEET SD-2. 2x-TREATED SYP#2 SILL PLATE 2x TREATED SYP#2 SILL PLATE DRAWN BY:
2x STUDS TOENAIL BOTTOM CHORD OF TRUSS TO CMF
x -E WITH 0.131"x 3 X"NAILS xx,
DOUBLE PLA� X2" THREADED ROD ASSEMBLY
@ 8"O.C. (AS NOTED) as' CHECKED BY:
NOTE: SEE DETAIL"H"OR"J"ON 7=
/-THREADED ROD NOT SHOWN FOR CLARITY w WjD
SD-2 FOR VAULTED CEILING 21
CONDITION. 2x4 DRYWALL BACKING INSTALLED GYPSUM BOARD CEILING SEE FOUNDATION DETAILS SEE FOUNDATION DETAILS cD SHEET:
RLY BETWEEN BRACES
CONTINUOU,
/0`m� SECTION - PLATFORM FRAMED GABLE END /0�N SECTION - GABLE END WALL DIAGONAL BRACING rA SECTION - TYPICAL EXTERIOR ONE STORY WALL SECTION - TYPICAL EXTERIOR TWO STORY WALL U")
SD-2 rB
�-2 �,�-2 C)
4
cm SD �2
F-R-T(VERSION:7-09)