HomeMy WebLinkAboutWithers_res_Cad plan-S-2_1 FRMG DET5"xlb" BOND
BEAM (PER
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FILL COLUMNS
AND LINTEL SOLID
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CELLS W/1#5
VERT. (TYP)
TYP. DET.
LINTEL ON COLUMN
3/4" = 1'-0"
BREAK AWAY 510E OF
—
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MASONRY COLUMN FOR
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GONTI NUOU5 POUR
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SEE BEAM 5GHEDULE
FOR REINFORCEMENT
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TOP BAR 4
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e"xe" FILLED CELLS
FILL COLUMNS SOLID
5EE PLAN AND COLUMN
5GHEDULE FOR REINF.
WPEA GRAVEL CONCRETE
TYP. CHANGE IN
BOND BM. HT.
5/411 = 1'-0"
SEE BEAM AND COLUMN
5EE PLAN L SCHEDULES FOR REINFORCING
SIZES TYPICAL.
u
CARRY BEAM ONTO
TOTAL COLUMN
WIDTH
TYPICAL CONC. BEAM
FRAMING INTO COLUMN
PROVIDE #5 CORNER
BARx30 "x30" FOR
EACH TOP BAR
BREAK AWAY 51DE OF
MASONRY COLUMN FOR
CONTINUOUS POUR
SEE BEAM 50HEDULE
FOR REINFORCEMENT
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EXTEND TOP BAR 8 J
HOOK INTO SECOND CELL 5"x5" FILLED CELLS
FILL COLUMNS SOLID SEE PLAN AND COLUMN
W/ PEA -MIX CONCRETE SCHEDULE FOR REINF.
TYP. CHANGE IN TIE BM. HT.
3/411 = 1'-0"
5"x5" FILLED
OPENIN05 <= 6-0":
CELLS SEE PLAN
PROVIDE b"XS" MIN.
AND COLUMN
BOND BEAM COURSE
50HEDULE FOR
I W/ 145 MID. OR
REINF
dl 5"XS" MIN. FORMED
MASONRY GONG. SILL W/ 245
MASONRY
OPENING MID.
WALL
`I OPENINGS > 6-0":
PROVIDE b"XS" MIN.
BREAK AWAY SIDE
BOND BEAM COURSE
OF MASONRY
l z° W/ 245 MID. OR
COLUMN FOR
J
8"X5" MIN. FORMED
CONTINUOUS POUR
1 ° GONG. SILL W/ 245
I° I° MID.
PROVIDE b" MIN.
I PROVIDE b"x8"
PENETRATION EA.
I ° 48" MAX FILLED CELLS W/
END 6 TIED TO
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VERT. REINF.
.a a° W/ 57D. AGI HOOK
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° < °
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INTERMEDIATE
a
'� °� ° EXCEEDS 4'-0"
BEAM
--��------===--�--- �_�--- WIDE
SILL
REINF. AT MASONRY OPENINGS (TYP.)
3/411 = 1'-0"
T.O.T.B.
,° '
1
CONCRETE TIE -BEAM
SEE TIE BEAM 50HEDULE
0,14
4
J°
HIGH STRENGTH PRECAST LINTEL
W/REINFORCING AS REOD.
SEE LINTEL 50HEDULE
COLUMNS BEYOND
SEE FOUNDATION PLAN
TYP. DET.
LINTEL W/TIE BEAM
3/411 = 1'-0"
MA5ONRY.
PROVIDE PREFAB. "L" _
JOINT REINFORCING AT
ALL CORNER5
PLAN VIEW
SPRN 1
SPRN 2 SPRN 3
CANT'L
1/4 1/4 1/4
1/4 1/2
S1 S1 S2
S2 S3
G' BA (END) TOP EAR
TOP BAR T P BA
BTM. BAR 6"MIN.
15EE BTM. BAR
'E' BAR
NO E 10
ON COVER
BEAM NOTES
BTM. BAR
'E' BAR
HOOPS OR STIRRUPS
SPACED FROM SUPPORT
HOOPS OR STIRRUPS
FACE A5 50HEDULED
SPACED FROM SUPPORT
FACE AS 50HEDULED
BENDING
DIAGRAM
(FOR CAST IN PLACE CONCRETE BEAMS)
-.--7.-
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LINT
LINTEL.
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FILL COLUMNS
AND LINTEL SOLID
W/ PEA -MIX CONCRETE
bNob" FILLED CELLS
SEE PLAN AND COLUMN
SCHEDULE.
TYP. DET. LINTEL W/TIE BEAM
3/4" = 1'-0"
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
T.O.B.
w o
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w
#3 VERT. TIES ONLY AS READ.
SEE LINTEL 5GHEDULE
L I
z_
LU I I HIGH STRENGTH PRECAST LINTEL
LU l 1 W/REINFORCING AS REOD.
SEE LINTEL 50HEDULE
COLUMNS BEYOND
SEE FOUNDATION PLAN
TYP. DET. LINTEL ON COLUMN
3/4" = 1'-0"
OCONCRETE COLUMN
MASONRY MA50NRY
O
O O O O
O O O EXTEND JOINT REINF. 6"
INTO CONCRETE COLUMN —
PROVIDE PREFAB. T" _// O
JOINT REINFORCING AT O
ALL T INTERSECTIONS
PLAN VIEW PLAN VIEW
TYPICAL MASONRY JOINT REINF. DETAILS
01 GA. HORIZ. JOINT REINF of 16" o/c, TYP.
61I
01
40
MIN ✓SPPLICE
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1 I ° I 1 #3 STIRRUPS, 5EE BEAM 50HED.
° 2 #6 BAR TOP
56" MIDDLE BARS (5EE SCHEDULE)
MIN SPLICE #6 "Z" BAR Al 36"X36" MIN.
SPLICE (AS 5HOWN)
2 #6 BAR BTM
STEPPED BEAM DETAIL (B-2)
3601 " 01
40 MIN SPLICE
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°
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°- T` ° 2 #6 BAR TOP
1 °1 I I MIDDLE BARS (5EE SCHEDULE)
a ° — #6 "Z" BAR Al 36"X36" MIN.
SPLICE (AS SHOWN)
36"
IN SPLICE 2 #1 BAR BTM
STEPPED BEAM DETAIL (B-1)
25/32" FLOOR SHEATHING
PER DIAPHRAGM 50HEDULE
5/8" WEDGE ANCHORS
® 24" O/C STAGGERED
EMBED 4" MIN.
DBL. 2x8 P.T.
WOOD LEDGER -I
2x8 WOOD JOISTS 424"2411
AT 16" 0/0
U5P JL26 W(b) IOd NAILS TO
5 -OT I O WOOD BEAM AND (4) IOd X VIEW
-1/2" NAILS TO JO15T
POUR I COURSE ABOVE
AND ALL COURSES BELOW
LEDGER
S2_ CONNECTION DETAIL
C J FASTEN TO MASONRY W/
\/ 3/5"x 4" LG. TITENS 8 TO
CONCRETE/MA50NRY 8 TO
4„ J0I5T/BEAM W/ 1/4"x2-1/2"
505 WOOD SCREWS
MIN. 4" EDGE V15TANCE
51MP50N
FASTENERS
ALLOWABLE LOADS (LB5)
MODEL
NO.
MASONRY
HEADER
JOIST
UPLIFT
(133%)
MASONRY
0001%)
LGUM25-2
6-TI TEN5
b - 505
2435
8250
LGUM210-2
e-7ITEN5
b - 505
3575
11575
LGUM28-3
6-7I TEN5
(o - 5D5
2435
11240
LC-UM210-3
5-TITEN5
8 - 5D5
3575
g715
LCUM210-4
b-TITENS
5 - 5D5
3575
g8b0
LC-UM410
5-7ITEN5
b - 5D5
3575
11620
SELECT HANGER BASED ON REQUIRED 51ZE # TRU55 MFR. LOADS.
NOTIFY ENGR. IF LOADS EXCEED CAPACITIES SHOWN.
2. CONNECTION DETAIL
8„ CONT. 2X6 P.T. RIBBON W/ 1/4"x3-1/4"
TAPCON5 0 12" O/C MAX 5TA66ERED NAIL
SHEATHING PER DIAPHRAGM SCHEDULE
2x4 BLOCKING 0 24" O.G.
W/ (3) 10d TOENAILS EA. END
WOOD JOISTS
® 12" O/C
SECTION
12. CONNECTION DETAIL
2X& PT NAILER ATOP BEAM
W/ �"XW TITEN HD ANCHORS
24" 0/0 COUNTERSUNK
25/32" FLOOR SHEATHING
PER DIAPHRAGM SCHEDULE
811 5/8" WEDGE ANCHORS
® 12" O/C 3TAGGE D
EMBED 4" MIN.
lu DBL. 2x12 P.T.
WOOD LEDGER _
2x12 WOOD JOIST 11_011 I'-0"
AT 24" 0/0
U5P THD526 * W/(IS) IOd
5EGT10 NAILS TO LEDGER AND (12) VIEW
IOd NAILS TO JOIST
ALUM. POUR STOP FILL ALL
COURSES DOWN TO
* HANGER MAYBE SKEWED OR HAVE SLOPED SEAT.
2. CONNECTION DETAIL
-15TAlb STRAP
IOd NAILS EACH MEMBER
BEAM PER PLAN
4TA20 TRUSS ANCHOR
3) IOd NAILS
STRAP EACH 51DE
4 BEAM
)NRY COLUMN
ANC. GAP (5" MIN.)
* MUST PROVIDE 5" MIN. SPACING BETWEEN STRAPS
Ib
2• CONNECTION DETAIL
X-BRACE BETWEEN EVERY TRU55
W/ 2x4 5P ff (2) I(od END NAILS,
EA. END
TRU55 MNFR. TO -
PROVIDE WEB AT
BEARING.
STRAP TOP PLATE TO 51UD5
W/ U5P 5PTH 4, 6 OR 5 V" 5TRAP
OVER TOP PLATE AND UP EACH
SIDE W/(6 ) IOd NAILS TYPICAL
"U5P" M5TAI& STRAP FASTEN TO
STUDS AND HEADER ?05) IOd
NAILS EA. MEMBER IN51DE $
OUT51DE - 4 STRAPS TOTAL EA.
END (TYP.)
PROVIDE DBL. KING STUD EA. SIDE
OF OPENING
HEADER OR G.T.
SEE FRAMING PLAN
2x BLOCKING a 4'-0" 0/0 MAX.
2x 5TU05 a 16" O/C MAX.
Iq/32" ROOF PLYWOOD. NAIL
PER DIAPHRAGM 50HEDULE
ENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL 5EG7ION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRU55 CONNECTOR 50HEDULE SELECT
CONNECTOR SHOWN ON BRACING PLANS
INSTALL PER. MFR. SPECIFICATIONS
_ 5EE PLAN
•�• T.O. WALL
�
1
GONG. TIE -BEAM OR BOND BEAM
V�V
5TRAP BOTTOM PLATE TO 5TUD5
I 8 ° GMU WALL
®
"U5P" 5 b 8 STRAP
D
UNDER BOTTOM TOM PLAT7 E AND UP EACH
UN
2, CONNECTION DETAIL
•11®
510E W04 ) IOd NAILS TYPICAL
:
°1
51MP5ON H055 HOLD DOWN W/ (2)
BLOCK OR MASONRY
'
3/4" THRU-BOLTS TO STUDS 8 (I) 5/8"
COLUMN SEE PLAN
W.A EMBEDDED ANCHOR TO GONG. Wl
4" MIN. EMBED.
2X P.T. FASTEN TO COLUMN W/ 1/2"
•
(P WEDGE ANCHORS a 24" 0/0
I/2" A.A. ®18" O/G AND 6" MAX.
VERT. 8 6" MAX. FROM ENDS
FROM EACH SIDE OF OPENINGS
III
W/3"x3"xl/4" STEEL WA5HER5
EXTERIOR WALL SHEATHING
EMBED IN GONG, OR BOND BEAM
5EE SHEARWALL -SCHEDULE
4' MIN.
FOR NAILING REQUIREMENT-5.
HOLD 5HEATHI NG AWAY FROM
5
CONNECTION DETAIL
MASONRY WALL I/4"MIN.
2.
BLOCK OR MASONRY
COLUMN 5EE PLAN
GONG. TIE -BEAM OR DOUBLE MASONRY
2X P.T. FASTEN TO COLUMN W/ 1/2" 11)
BOND BEAM REQUIRED PER SCHEDULE
WEDGE ANCHORS a 24" O/G VERT. 8
(2) 2x4 P.T. BLOCKING BETWEEN TRU55E5
�6" MAX. FROM ENDS
4 ANCHORED TO TOP OF LEDGER WITH
EXTERIOR WALL SHEATHING
Ibd NAILS ® b" O/C
SEE SHEARWALL 5GHEDULE
U5P "HTA20" EMBED STRAP of 4'-0" o%
FOR NAILING REQUIREMENTS.
w/ 00) IOd x 1-1/2" LG.
FASTEN TO END STUD W/ Ibd NAILS AT
NAIL SHEATHING TO TRU55 AND BLOCKING
12" O/G VERT. 8 6" (MAX) FROM ENDS
PER DIAPHRAGM 5GHEDULE.
HOLD SHEATHING 1/4" BACK OFF MASONRY
2 NOTE: USE 3"x3"xl/4" 5TL. WA5HER5, TYP., EA. ANCHOR
CONNECTION DETAIL
N
FLOOR
®
®
EXT. PLYWOOD 5HEATHING
'
TRU55
T
5EE 5HEARWALL 5GHEDULE
(2)2x12 P.T. CONTINUOUS
2x WOOD STUDS FASTENED
ATTACH TO MASONRY W/
TOGETHER ?4/ Ibd NAILS a 4"
SECTION 5/8" VIA. WEDGE ANCHORS ELEV
O/G STAGGERED
® 12" O/C MAX. TYP.
2x SILL PLATE (BEYOND)
-r
W/ 4" MIN. EMBED.
PLAN
2•
CONNECTION DETAIL
3/4" FLOOR SHEATHING
WOOD
FLOOR
TRU55
U5P HTA20 EA. TRU55
W/ (10) IOd NAILS
TYPICAL
2x WOOD STUDS FASTENED
TOGETHER W/ Ibd NAILS ® 4" ISOMETRIC
O/C STAGGERED
2x SILL PLATE (BEYOND)
PLAN INTERIOR PLYWOOD SHEATHING
SEE 5HEARWALL SCHEDULE
CORNER DETAIL
N V 4-I6d NAILS
SEE PLAN 0 EACH LAP
' TOP VIEW
T.O. WALL SPLICE
2x4 P.T. SILL BLOCKING w/ 0.145"
x3" LIS. P.A.F. ® 12" O1C SIDE VIEW
BEAM GONG. OR
MASONRY 16" O G DOUBLE
2x TOP
TOP PLATE LAMP DETAIL PLATE
630# of 1.33
2. CONNECTION DETAIL 3 FRAMING DETAILS
2 "
25/52" FLOOR SHEATHING
811 PER DIAPHRAGM 50HEDULE
5/8" WEDGE ANCHORS
® 12" O/C 5TAGGE D
EMBED 4" MIN.
DBL. 2x12 P.T.
WOOD LEDGER _
2x12 WOOD J015T
11_011 11 011
AT 24" 0/0
U5P THD526 * W/(lb) IOd
SEGTIO NAILS TO LEDGER AND (12) VIEW
10d NAILS TO J015T
ALUM. POUR STOP FILL ALL
LC�ODURRSS{E�S DOWN TO
* HANGER MAYBE SKEWED OR HAVE SLOPED SEAT.
2. CONNECTION DETAIL
FASTEN TO MASONRY W/ Y4" x
2-5/4" LG. TITENS $ TO
CONCRETE W/ Y4" x 2-4" LG.
TITENS
SI MPSON
FA57ENER5
ALLOWABLE LOAD5 (LB5)
MODEL
NO.
MASONRY
HEADER
J015T
UPLIFT
(133%)
MASONRY
0001%)
HU210
e-TITEN5
4-10dx14"
575
2400
HU28-2
14-TITEN5
6-I0d
1085
4550
HU210-2
IS-TITENS
10-10d
I610
506`5
HU410
I 0-7I7EN5
I 10-IOCI
1 1&0
50e5
HU210-3
14-7I7EN5
6-10d
1 1155
1 WOO
SELECT HANGER BASED ON REQUIRED SIZE 8 TRU55 MFR. LOADS.
NOTIFY ENGR. IF LOADS EXCEED CAPACTIES SHOWN.
2. CONNECTION DETAIL
SCALE: 3/4 = I -D
Ig/32" ROOF PLYWOOD W/ lod NAILS ® 4" O/C
INTO 2x4 5P BLOCKING (FLATWISE) x CONT.
ENO. AND APPROVED WOOD TRU55E5 5EE
2x8 BRACE ® 6-0" 0/0 TYP. WALL SECTION FOR ACTUAL HEEL
Vy/ (10) Ibd NAILS, EA. END AND OVERHANG CONDITION5
U5P HTK20 TWI5T STRAP FASTEN TOP PLATE It
FLOOR SHEATHING TRUSS W/ (b) I0dxl-1/2" NAILS EA. MEMBER
(5EE PLAN) X-BRACE BETWEEN EVERY THIRD TRUSS W/ 2x4
5P 4 (2) Ibd END NAILS, EA. END
2x4 P.T. BLOCKING (TIGHT TO EA.
TRU55 SIDE) WIbd NAILS ® 4" 0/0
°a TO TOP PLATE
(2) Ibd NAIL
U5P RTI6A OR RTI6-2 CLIP W/ (q) IOd
x 1-1/2" NAILS TO TRU55 8 W IOd
NAILS TO TOP PLATE
i STRAP DBL. TOP PLATE TO STUDS
2x STUDS W/ U5P "5PTH46 OR 5" U-STRAP
2x6 P.T. BLOCKING ®b-O" a Ib" O/C OVER TOP PLATE AND DOWN EA.
0/9 W/ U5P CKI OKT CLIP W/ (5EE PLAN) 51DE W/ (6) IOd NAILS (TYPICAL)
1 1 4 50LID BLOCKING ® 4'-0" O/G VERT. MAX.
(4) 1/4" (Pxl 1/2" LONG WOOD
1 0REKLONGBOCKI NO T04) 2' CONNECTION DETAIL
MASONRY
(I) ROW OF IOd NAILS of b" o% INTO 2xb PT
U5P HGAMIOKT CLIP ALONG LEDGER x CONT. w/(2) ROW5 OF 0.145" VIA.
TRU55 ® 12" O/G W/ (4) 1/4" x2" P.A.F.s of 16" o% (1-1/2" EMBED), 57AGG.
LONG TAPCON5 TO BEAM B (4) U5P "HTA 20" EMBED STRAP at 4'-0" o% N1 (10)
/4"XI-1/2" 50REW5 TO IOd x 1-1/2" LG. INTO 2xbxb'-O" LONG 5P FLAT
BLOCKING BLOCKING
GONG. TIE BEAM OR MASONRY IN57ALL IOd x 1-1/2" of A" n/' Ih"
BOND BEAM (5EE PLAN) INTO 2x6 FLAT BLK'G
2• CONNECTION DETAIL
..
° FLOOR TRUSSES
GONG. TIE -BEAM OR DOUBLE MA50NRY
BOND BEAM REQUIRED PER SCHEDULE
SECTION ELEV.
2. CONNECTION DETAIL
revisions
no.
esigned PAR
rawn
PAR
hecked
55
ate
'I/I/2I
cale
1/4" = 1'-0" U.N.O.
)b no.
21-001"I .WIT
Q-EA
date
QUANTUM ENGINEERING ASSOCIATES INC.
•
Strn('ttu•a/ Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
��M�sraMe'%
�E"sF9: Digitally signed
N° 61 0 •'•5L
=•` '•= by Shawn
. Sy E OF
P:•�: Stambaugh
P''�o, G`
S`,S,yONA�Ea Date:
mi: mem na. nee. eie.o-onm°uy
signed andsealea by snow. st°n,- 2021 .00.20
bough, PE n the dateshownusinga
Digital Signature.
d.."ies.(thisd...meota.e 12:00:25-04'00'
nsidered signed and sealed and
the signature must be verified on any
elect..... copies
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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S-2.1