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JOIST BEARING EL.
VARIES. SEE PLANS.
2x6 SPF STUD GRADE STUDS @ 16'o c. MAX.
SEE ARCHITECTURAL SECTIONS t DETAILS
FOR ADDITIONAL INFORMATION.
2x6 PARAPET WALL BASE IE ANCHORED TO
HEADER W/ 1/70 x 5' LONG LAG 5CREW5
@ 16'o c. MAX.
(3) - 2x 12 HEADER.
SIMPSON LU5210 HANGER.
ANCHOR 2xb P.P.T. BASE IQ TO BLOCK
PIER W/ (2) - 1/70 EXPANSION BOLTS
(3 1/7 MINIMI1M CONCRETE EMBEDMENT).
BLOCK PIER GROUTED SOLID W/
(3) - N5 VERTICAL BARS. DOWEL ALL
BARS INTO FOOTING W/ STANDARD HOOK.
PARAPET/ROOF DETAIL OU T51 DE VE 5T I PULE
I'
2xb SPF 5TUD GRADE STIRS @ 16'o c. MAX. HANG
PARAPET WALL STUDS FROM ROOF TRU55 t BLOCKING.
SEE ARCHITECTURAL 5ECTION5 t DETAILS FOR
ADDITIONAL INFORMATION.
32' DEEP WOOD FLAT ROOF TRUSS TO SUPPORT
PARAPET WALL.
PROVIDE 2x4 BLOCKING @ 167o.c. BETWEEN
ROOF TRUSSES.
1/2
CREATE PARAPET WALL AS PART OF WOOD
ROOF TRUSS. SEE ARCHITECTURAL SECTIONS
t DETAILS FOR ADDITIONAL INFORMATION.
AN CI -M ROOF TRUSSES TO BEARING q!
W/ SIMPSON H3 HURRICANE TIES.
TRUS5 BEARING
EL. ■ 114-1 1/2
16' DEEP WOOD FLAT ROOF TRUSSES @ 24-oc. MAX.
2x6 T12U55 BEARING IQ ANCHORED TO STEEL
BEAM W/ 1/70 THRU BOLTS @ 24o.c.
W 18x35 STEEL BEAM WELDED TO BEARING It
AT TOP OF BLOCK PIER BEYOND.
I/7 x 107 x 1'-4' STEEL BEARING It W/
(4) - 1/2'm x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
STEEL REAM DETAIL AT PORTE COCHERE
SEE SECTION C/AC61I FOR ADDITIONAL INFORMATION.
2x6 5PF STIR GRADE 5TIJDS @ 16'o c. MAX.
SEE ARCHITECTURAL SECTIONS t DETAILS
FOR ADDITIONAL INFORMATION.
2x6 PARAPET WALL BASE t ANCHORED TO
HEADER W/ 1/2'0 x 5' LONG LAG SCREWS
@ 167o c. MAX.
(3) - 2x 12 HEADER.
54MP50N LU5210 HANGER.
J015T BEARING
EL. - 114-6 1/4
`2x 12 ROOF JOISTS @ 16'o c. MAX.
PROVIDE (2) - SHOULDER 6TUD5 t (1) - KING STUD
(RUNNING UP TO TOP OF HEADER) FOR HEADER BEARING.
NAIL KING STUD TO BUILDING EXTERIOR STUD WALL.
2x4 t 2x6 STUD WALLS @ BUILDING PIER PROJECTION
BEYOND- PROVIDE SPF STUD GRADE STUDS @ 16o.c.
MAX.
2x4 t 2x6 P.P.T. BASE ts. ANCHOR TO GROUTED CELLS
OF BLOCK PIER W/ (2) - 1/20 EXPANSION BOLTS EACH.
(3 1/2' MINIMUM CONCRETE EMBEDMENT).
U
BLOCK PIER BEYOND. GROUT PIER t STONE COLLAR
u JOINT SOLID.
PARAPET/ROOF DETAIL OUT5IDE VE5TIDULE
SEE SECTION D/ACb00 FOR ADDITIONAL INFORMATION.
SEE ARCHITECTURAL SECTIONS t DETAILS
FOR ADDITIONAL INFORMATION.
2x6 BLOCKING BETWEEN EACH STUD.
2x 12 SKIRT ANCHORED TO EACH WALL STUD W/
<:::
5/570 x 5' LONG LAG SCREWS (16'o c. MAXJ.
_ _ = 5lMPSON LU5210 HANGER,
2x 12 ROOF JOISTS @ 16'o c. MAX.
2xb 5PF STUD GRADE STIRS @ 16oc. MAX.
STUDS r0 BE CONTINUOUS FROM BASE It TO
TOP OF PARAPET WALL.
PARAPET/ROOF DETAIL AT VE5TIbULE
SEE SECTION 6/AC611 FOR ADDITIONAL INFORMATION.
JOIST BEARING
EL. ■ 114-6 I/4
mut ti nr �•.rrr u..�
END DETAIL OF PORTE COCHERE
SEE SECTION A/AC600 FOR ADDITIONAL INFORMATION.
RU55ES
TRUSS BEARING oL
EL. ■ 114-9 1/2
SEARING IQ
ANCHOR ROOF TRUSSES TO BEARING It
W/ SIMPSON H2.5 HURRICANE TIES.
2xb FASCIA BOARD BACKER.
CONTINUOUS 2xb HEADER FOR LENGTH OF WALL.
SPECIAL SHAPED SCISSORS TW% (BEYOND) —
TO FUNCTION AS EXTERIOR WALL. PROVIDE
VERTICAL MEMBERS @ 167o.c. FOR ATTACHMENT
OF EXTERIOR SHEATHING.
2x6 5PF STUD GRADE STUDS @ 16'o c. MAX.
PROVIDE DOUBLE STUDS @ EACH SIDE OF
WINDOWS.
FRAME OUT OVERHANG
W/ 2x8s @ 16'o c. MAX.
2x8 FASCIA
BOARD BACKER.
W 16x31 STEEL BEAM WELDED TO BEARING to
AT TOP OF BLOCK PIER BEYOND.
W55 BEARING
:L. - 122-6
2x6 STUD WALL Ip NAILED TO TRUSS BEARING IQ.
TRUSS BEARING
EL. - 114-9 1/2
2x6 TRUSS BEARING IE ANCHORED TO STEEL
BEAM W/ 1/7m THRU BOLTS @ 24'o c.
1/7 x 10' x 1'-4' STEEL BEARING t W/
(4) - 1/70 x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
RA15ED CEILING DETAIL AT PORTE COCHERE
SEE SECTION C/AC600 FOR ADDITIONAL INFORMATION.
2x8 FASCIA
BOARD BACKER.
WOOD ROOF TRU55ES
@ 24'o c. MAX.
ANCHOR ROOF TRU5SE5 TO BEARING IP
W/ 51M75M H3 HURRICANE TIES.
TRUSS BEARING
EL. ■ 114-9 1/2
2xb TRUSS BEARING It ANCHORED TO STEEL
BEAM W/ 1/7m THRU BOLTS @ 24'o c.
WIbx31 STEEL BEAM WELDED TO BEARING
AT TOP OF BLOCK PIER BEYOND.
1/7 x 10' x I'-4' STEEL BEARING tW/
(4) - I/2'm x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
STEEL REAM DETAIL AT PORTE COCHERE
SEE SECTION 5/ACb00 FOR ADDITIONAL INFORMATION.
16' DEEP WOOD FLAT
c�
ROOF TRUSSES @
t u T e
24'o c. MAX.
g i
2x6 T12U55 BEARING it
cd
ANCHORED TO STEEL
P I
-- BEAM W/ 1/70 THRU
n
BOLTS @ 24o.c.
TRU55 BEA12IN G
EL. ■ 114-I 1/2
.
OUTSIDE FACE OF END TRU55 TO ALIGN
WITH END OF STEEL BEAM.
C:
1/7 x 10' x 1'-4' STEEL BEARING IQ W/
(4) - 1/2'0 x 6' LONG ANCHOR STUDS.
I/2
W18x35 STEEL BEAM WELDED TO BEARING
IE AT TOP OF BLOCK PIER BEYOND.
U
FACE OF BLOCK PIER BEYOND.
r� r�
END DETAIL OF
PORTE COCHERE
SEE SECTION A/AC610 FOR ADDITIONAL INFORMATION. I' ■ I'-0'
1/2
CREATE PARAPET WALL AS PART OF WOOD
ROOF TRUSS. SEE ARCHITECTURAL SECTIONS
t DETAILS FOR ADDITIONAL INFORMATION.
AN CI -M ROOF TRUSSES TO BEARING q!
W/ SIMPSON H3 HURRICANE TIES.
TRUS5 BEARING
EL. ■ 114-1 1/2
16' DEEP WOOD FLAT ROOF TRUSSES @ 24-oc. MAX.
2x6 T12U55 BEARING IQ ANCHORED TO STEEL
BEAM W/ 1/70 THRU BOLTS @ 24o.c.
W 18x35 STEEL BEAM WELDED TO BEARING It
AT TOP OF BLOCK PIER BEYOND.
I/7 x 107 x 1'-4' STEEL BEARING It W/
(4) - 1/2'm x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
STEEL REAM DETAIL AT PORTE COCHERE
SEE SECTION C/AC61I FOR ADDITIONAL INFORMATION.
2x6 5PF STIR GRADE 5TIJDS @ 16'o c. MAX.
SEE ARCHITECTURAL SECTIONS t DETAILS
FOR ADDITIONAL INFORMATION.
2x6 PARAPET WALL BASE t ANCHORED TO
HEADER W/ 1/2'0 x 5' LONG LAG SCREWS
@ 167o c. MAX.
(3) - 2x 12 HEADER.
54MP50N LU5210 HANGER.
J015T BEARING
EL. - 114-6 1/4
`2x 12 ROOF JOISTS @ 16'o c. MAX.
PROVIDE (2) - SHOULDER 6TUD5 t (1) - KING STUD
(RUNNING UP TO TOP OF HEADER) FOR HEADER BEARING.
NAIL KING STUD TO BUILDING EXTERIOR STUD WALL.
2x4 t 2x6 STUD WALLS @ BUILDING PIER PROJECTION
BEYOND- PROVIDE SPF STUD GRADE STUDS @ 16o.c.
MAX.
2x4 t 2x6 P.P.T. BASE ts. ANCHOR TO GROUTED CELLS
OF BLOCK PIER W/ (2) - 1/20 EXPANSION BOLTS EACH.
(3 1/2' MINIMUM CONCRETE EMBEDMENT).
U
BLOCK PIER BEYOND. GROUT PIER t STONE COLLAR
u JOINT SOLID.
PARAPET/ROOF DETAIL OUT5IDE VE5TIDULE
SEE SECTION D/ACb00 FOR ADDITIONAL INFORMATION.
SEE ARCHITECTURAL SECTIONS t DETAILS
FOR ADDITIONAL INFORMATION.
2x6 BLOCKING BETWEEN EACH STUD.
2x 12 SKIRT ANCHORED TO EACH WALL STUD W/
<:::
5/570 x 5' LONG LAG SCREWS (16'o c. MAXJ.
_ _ = 5lMPSON LU5210 HANGER,
2x 12 ROOF JOISTS @ 16'o c. MAX.
2xb 5PF STUD GRADE STIRS @ 16oc. MAX.
STUDS r0 BE CONTINUOUS FROM BASE It TO
TOP OF PARAPET WALL.
PARAPET/ROOF DETAIL AT VE5TIbULE
SEE SECTION 6/AC611 FOR ADDITIONAL INFORMATION.
JOIST BEARING
EL. ■ 114-6 I/4
mut ti nr �•.rrr u..�
END DETAIL OF PORTE COCHERE
SEE SECTION A/AC600 FOR ADDITIONAL INFORMATION.
RU55ES
TRUSS BEARING oL
EL. ■ 114-9 1/2
SEARING IQ
ANCHOR ROOF TRUSSES TO BEARING It
W/ SIMPSON H2.5 HURRICANE TIES.
2xb FASCIA BOARD BACKER.
CONTINUOUS 2xb HEADER FOR LENGTH OF WALL.
SPECIAL SHAPED SCISSORS TW% (BEYOND) —
TO FUNCTION AS EXTERIOR WALL. PROVIDE
VERTICAL MEMBERS @ 167o.c. FOR ATTACHMENT
OF EXTERIOR SHEATHING.
2x6 5PF STUD GRADE STUDS @ 16'o c. MAX.
PROVIDE DOUBLE STUDS @ EACH SIDE OF
WINDOWS.
FRAME OUT OVERHANG
W/ 2x8s @ 16'o c. MAX.
2x8 FASCIA
BOARD BACKER.
W 16x31 STEEL BEAM WELDED TO BEARING to
AT TOP OF BLOCK PIER BEYOND.
W55 BEARING
:L. - 122-6
2x6 STUD WALL Ip NAILED TO TRUSS BEARING IQ.
TRUSS BEARING
EL. - 114-9 1/2
2x6 TRUSS BEARING IE ANCHORED TO STEEL
BEAM W/ 1/7m THRU BOLTS @ 24'o c.
1/7 x 10' x 1'-4' STEEL BEARING t W/
(4) - 1/70 x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
RA15ED CEILING DETAIL AT PORTE COCHERE
SEE SECTION C/AC600 FOR ADDITIONAL INFORMATION.
2x8 FASCIA
BOARD BACKER.
WOOD ROOF TRU55ES
@ 24'o c. MAX.
ANCHOR ROOF TRU5SE5 TO BEARING IP
W/ 51M75M H3 HURRICANE TIES.
TRUSS BEARING
EL. ■ 114-9 1/2
2xb TRUSS BEARING It ANCHORED TO STEEL
BEAM W/ 1/7m THRU BOLTS @ 24'o c.
WIbx31 STEEL BEAM WELDED TO BEARING
AT TOP OF BLOCK PIER BEYOND.
1/7 x 10' x I'-4' STEEL BEARING tW/
(4) - I/2'm x 6' LONG ANCHOR STUDS.
BLOCK PIER BEYOND.
STEEL REAM DETAIL AT PORTE COCHERE
SEE SECTION 5/ACb00 FOR ADDITIONAL INFORMATION.
Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131 TEL
41 4.431 .0531 FAX
WWW . A G A R C H. C O M
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Architecture
1414 UNDERWOOD AVE.
WAUWATOSA, WI 53213
414.431.3131 TEL
41 4.431 .0531 FAX
WWW . A G A R C H. C O M
A T
c h
i t
e c
t u T e
E n
g i
n
e e
r i n g
P I
a
n
n
i n g
REVISIONS
THIS DRAWING, ITS DESIGN CONCEPT AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCHITECTURE, PC. AND SHALL
NOT RE COPIED IN ANY FORM OR MANNER WITHOUT
WRITTEN AUTNORIZATION OF ITS DESIONER/CREATOR
DRAWN 6T
M.A.B.
DATE
01 AUG 2011
PROJECT
071101
SHEET NO.
STRUCTURAL DETAILS ST4O5