361 6th St pool house 2011 MULTI-PLY ENGINEERED BEAM(LVLSdr PARALLAM)CONNECTION .O.N.: w It
LJ.1
r - - - - - - -- - - -- - - - - - - -- - - - - - - -- - - -- - - -- -- -- - -- 2)PLY1 �a"WIDTH BEAMS 3 R " Z
1 ( ( ) �1VS-0.131 x 3 Y"NAILS @ 12" C. TYPICAL EDGE SlTRIP(5) o
NUT WITH 3"x TxY"WASHERa=3.0' o `-
__ _ _ _ _ __ __ _ _ _ I ALTERNATE:SIMPSON LBPS Y (3)PLY 1 3a"WIDTH BEAMS- (3)RO*VS-0.131"x 3Y' NAILS @ 8.0.9.(APPLY EACH SIDE) �' D
r I SLOTTED WASHER WITH 1"FENDER w
TYPICAL INTERIOR ZONE(4) EM O
WASHER. (4)PLY 1 a"WIDTH BEAMS- (3)ROiOVS-SIMPSON Y"x 6"SDS SCREWS @ 12-O.C.(APPLY EACH SIDE) n
DOUBLE PLATE v,
NOTES: 3 i
I I D I I Y"THREADED ROD(U.O.N.) � E
O I CENTER ROD WITHIN DOUBLE PLATE 1) SPACE NAILS OR SCREWS 2"FRQJM TOP AND BOTTOM OF BEAM AND CENTER THIRD ROW IN BEAM
D O4"CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBEIESH OVER I I OPTIONAL-Y"THREADED COUPLING 2) MINIMUM MATERIAL SPECIFICATIONS:
1'
VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. I (MINIMUM DEPTH OF THREAD IS V2" E=1,9ft,000 psi € O L
0 I I FOR EACH ROD.) Fb=26810 psi a
11 Y" Fcl0 psi
a
K NUT WITH 2 x s WASHER °' (n
Fv=28%psi � 1
SD-1 SILL PLATE 3
K I I ( I C EMBED INTO SLAB OR FOOTING 2 N
SD-1 i i i i WITH ANCHOR ADHESIVE YY THREADED COUPLING(U.O.N.) �
CENTER ROD WITHIN SILL PLATE m
- - - -- - - - - -- - - - - -I NOTE: NCHORASHER
BO BOLT
HOLE SHALL BE CLEARED OF ALL
I L a ', WIND PRESSURES ON WINDOWS, DOORS & o F"' �
_ _ _ _ _ _ _ __ _ _ __ __ __ _ _ _ _ _ a DEBRIS AND BRUSHED OUT PRIOR 'OPTION 1:Y2"x 10"CAST-IN-PLAE SOFFITS (psf) LU O
- -- - - - - - - - - - --- - - - - TO INSTALLATION OF ADHESIVE. HEADED OR L-BOLT WITH Q 0
7"EMBEDMENT.(HOT-DIP AREA OF OPENING EDGES RIP 5 INTERIOR Z(yINE(4
a MINIMUM 7"EMBEDMENT INTO GALVANIZED OR S.S.} Pos Neg Pose9 3
CONCRETE(OR AS NOTED) o CO O
° ° 0 to 20 sf 31.4 -42.0 31.4 -34.0 a
THREADED ROD ASSEMBLY WITH ADHESIVE ANCHORAGE ° OPTION 2:Y SCREW ANCHOR ; � Q W O
I 31'-4'�� BY HURRI-BOLT,INC ? 20.1 to 50 sf 30.1 -39.1 30.1 -32.7
_ o (INTERIOR LOCATIO §ONLY) 50.1 to 10o sf 28.2 -35.4 28.2 30.9 �,
100.1 to 200 sf 26.6 -32.7 26.61- -29.3 I
NUT 200.1 to 500 sf 25.3 -29.8 25.31-- -27.9 cu O
Soffit Design Pressure 31.4 -42.0 31.4 -34.0 a Q
FOUNDATION PLAN
--- -SIMPSON LBPSYz SLOTTED WASHER
THREADED ROD ASSE LY ANCHORAGE OPTICS Base Design Pressure 26.60 GCpi=t0.18 a, _ U
co 7t
I"FENDER WASHER. DESIGN LOADS DEFLECTION CRITERIA o = W �
Yz"THREADED ROD
Roof Framing Notes: (U.O.N.) FLOORS FLOORS
1. ALL CONVENTIONAL FIRAMING SHALL BE No.2 or BT.SYP ALTERNATE WASHER DETAIL LIVE LOAD CARPET OR\#OOD FINISH !c
2. ALL RAFTERS SHALL BRIE 2x6 @ 24"oc.(U.O.N.) LIVING AREAS: 40psf LIVE LOAD: L/480 `6 L1J U
3. FASTEN ALL RAFTERS TO PLATES WITH SIMPSON H8 CLIPS EXTERIOR BALCONIES: 60psf TOTAL LOAD: Ll240 ' J w 0
' WITH(5) 10d x 1%"NAIL-S EACH END. EXTERIOR DECKS: 40psf _h
4. FASTEN ALL RAFTERS,AT RIDGES WITH COLLAR TIES.FACE-NAIL
$ x rte_ m TILE o h
. 4.,,..'Y :READ lt3AD OR BRI1r1TLE FINISH U tt_
lift,A
CARPET OR WOOD FINISH: 15psf LIVE LOAD: L/600 4 �
- COLLAR TIES TO RAF1 S WITH(5).1315e�Y4Y ,NAILS USE =,:
"^ "`' TILE OR BRITTLE FINISH: 20psf _LOAD: L/360
STRAPS WITH LSTA24§TRAPS OVER RIDE AT EACH RAFTER.
ps TOTAL
5. ALL RIDGES,HIPS,AN@ VALLEYS SHALL BE(1)NOMINAL SIZE LARGER 3
THAN ADJOINING RAFTERS.(U.O.N.)
ROOFS ROOFS o a
6. FASTEN RAFTERS TO CEILING JOISTS WITH(4).131"x 3y"NAILS. LIVE LOAD LIVE LEAD: L1240 0 z Z
7. FASTEN RAFTERS ANO CEILING JOISTS TO TOP PLATES WITH(3) _ TRUSS TOP CHORD: 20psf TOTAL;LOAD: L/180 a� �� O C)
TRUSS BOTTOM CHORD: 10psf a LO
131"x 3%"TOENAILS. CONVENTIONAL RAFTER: 20psf WALLS E C.0 o
DTT2 Z HOEDOWN AT SILL CONVENTIONAL CEILING: 20psf BRITTLE FINI§H ,%
: . : :DTT2 Z HOLDO�VN AT SILL- DEAD LOAD WIND LLOAD: L/240 co �
TRUSS U TOP CHORD: N U_
2x68 TERS 24"O.C. : :... . ........ ..... . . ....... .......... � �
'� SHINGLE- 7psf FLEXIBLE FiMtSH: �' O
J TILE- 15psf WIND LLOAD: L/120 2' m U_
TRUSS BOTTOM CHORD: 5psf L
F : :. ......... .: : SD1 9 CONVENTIONAL RAFTER: �a ~� �
... .. M
Z
SD1 (3) %"x 18" VL ST TURAL IDGE Ua SHINGLE- 20psf o -
o J CONVENTIONAL CEILING: 10psf ;.
0
o Lij
_ o DESIGN CRITERIA: 0
1
111 F I I I I I
0 0` -
F ¢ a BUILDING CODE:2007 FLORIDA BUILDING CODE,RESIDE1VMAL ca
�--
DTT2-Z HOEDOWN AT SILL : :DTT2-Z HOLDOWN AT SILL WIND DESIGN METHOD:ASCE 7-05 m
BASIC WIND SPEED 120 mph .u" Q 4',
co
•�'; ��to:�] .
BUILDING CATEGORY:11 N �•,,, - ,
WIND IMPORTANCE FACTOR: 1.00 rn Q
WIND EXPOSURE:C w U-
vi
ENCLOSED STRUCTURE -(OPENING PROTECTION REQUIRED) cuCD
2x6 RAFTERS @ 24"O.C. BUILDING CLASSIFICATION: RESIDENTIAL a) LU
(OVERFRAME) cnU
BUILDING TYPE:TYPE V CONSTRUCTION � lN■ Q �
Ui
cnN
THREADED ROD LAYOUT THREADED ROD LEGEND: r, p M M
ROOF LAYOUT Y2"THREADED ROD FROM FOUNDATION TO DOUBLE w ILLJ m e
PLATE:(T MINIMUM EMBEDMENT REQUIRED) ca Z) o
cc
2 Z
Y"THREADED ROD FROM FOUNDATION TO UPPER FLOOR Y a
NOTES: O DOUBLE PLATE.(7"MINIMUM EMBEDMENT REQLAPED)
1) ALL FIRST FLOOR EXTE O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE LULL
FkOR WALLS SHALL BE CONSTRU ED WITH 2X4 SPF No.2 w
STUDS @ 16"O.C.FOR DILATE HEIGHT OF 9'-1 Y"-U.O.N. O = HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE
COUPLE
MINIMUM YY 0 ROD TO HOLDOWN ANCHOR AND CONTINUE a
2) ALL FIRST FLOOR INTERIfOR BEARING WALLS SHALL BE NSTRUCTED WITH 2X4 TO DOUBLE PLATE ABOVE. y
SPF No.2 STUDS @ 16"Qj.C.FOR PLATE HEIGHTS UP TO 9' Ys"-U.O.N. . _ rn N
O - HOLDOWN(AS NOTED)INSTALLED AT SILL PLATE.COUPLE L o
04
3) THE FIRST FLOOR EXTE#�IOR WALL FINISH IS"FLEXIBLE" (DING)-U.O.N. MINIMUM Y"0 ROD TO HOLDOWN ANCHOR AND CONTINUE 4t co
NOTIFY ENGINEER OF TO UPPER FLOOR DOUBLE PLATE ABOVE. -
ANY VARIATIONS. s � C-4 o �
+ - - o W --i N L
�t cp a�
\lot -0 Z L.L_ 000 '
is
w
04 _
cu
J
r•
7
_._. _
Q
. _> ugin i0i U
r'
eta .. .. ... "
`�t. I W F- 'cj SHEARWALL LEGEND: o
- o �*
(S o o o
ANG'°!S � T I W I J E
J 0 r
............... Q 2 Q
II o I I� _
; ; : , cn SHEARWALLS SHALL BE CONSTRUCTED WITH EI1fIHER SCALE:
Sed N "�" II ® Vis" OR %2"RATED SHEATHING,EXPOSURE I.FASTEN 1 - "
��EP S II I N II I /4 = 1 -0 (U.O.N.)
u I i� WITH 0.131"x 2Y2'NAILS((�6"O.C.ON EDGES AND Z
z U I : z � 12"O.C.ON INTERMEDIATE=SUPPORTS. N DO NOT SCALE
O a- 2 THIS DRAWING
o � I Ion a
m x I I I a SHEARWALLS SHALL BE CONSTRUCTED WITH EITHER a RELEASE DATE:
m N WITH00.131"x RATED z' NAILSEATHING,EXPOSURE 1.3"0 C.ON EDGES AND§TEN � 04-01-1 O
I I
12"O.C.ON INTERMEDIATE SUPPORTS. REVISIONS:
= 1 07-19-10
SBS SHEATH BOTH SIDES OF INDICATED SHEARWALL,aAND NAIL
- __ __ __ ____ __ ' WITH DENOTED PATTERN.
2 2x8 HEADER NOTE:BLOCK ALL UNSUPPORTED EDGES WITH 2x4 FLAT WISE BLOCKING. v,
L
1C 2KCD
WOOD FRAMED HEADER LEGEND:
1
DENOTES SIZE
OF HEADER DRAWN BY:
I REVISED FOR SINGLE ASSEMBLY ROO cm DJM
2 2x_HEADER
CEILING L WIND-BORNE DEBRIS PRRITECTION REQUIRED: C K CHECKED BY:
LAYOUT.T WALL LAYOUT DENOTES QUANTITY DENOTES QUANTITY w WJD
OF CRIPPLES OF KING STUDS m SHEET:
THIS STRUCTURE IS LOCATED IN T#IIIE WIND-BORNE DEBRIS REGIO AND OPENING PROTECTION
IS REQUIRED. STORM SHUTTERS cn
�R IMPACT RESISTANT GLASS S LL BE PROVIDED FOR ALL NOTE:
GLAZED OPENINGS. CONSTRUCT%HUTTERS PER THE DETAILS 0 HEET S-1 OR USE WOOD FRAMED LOAD BEARING HEADERS SHALL BE MINIMUM
ALTERNATIVE SHUTTERS WITH"FIL(ORIDA PRODUCT APPROVAL". LO
I�A� MP D N
CITY OF ATLANTI S �2LIANCE
vu
REOUIREMEATI S AND CONDITIONS. -
WEDBY: o FILE COPY 'a
DAM: . 7`3 r)