HomeMy WebLinkAbout05050050.41THRU -WALL FLASHING
ASPHALT SHINGLES ASPHALT SHINGLES
ROOF INSULATION ROOF INSULATION
SYSTEM SYSTEM
METAL ROOF DECK METAL ROOF DECK
PEDCOR DESIGN GROUP
METAL ROOF TRUSS METAL ROOF TRUSS
STEEL ANGLE SUPPORT 1� STEEL BEAM WITH Architecture /Project Managment:
INSULATED 2x10 FASCIA BOARD
STRUCTURAL) VITY(SEE t Drive
Carmel, Indiana
317.705.7979 (phone)
1x6AZEK FASCIA TRIM STEEL ANGLE SUPPORT 317.705.7980 (fax)
1 x12 AZEK FASCIA TRIM 2x10 FASCIA BOARD ASPHALT SHINGLES ASPHALT SHINGLES
STEEL BEAM
Architect:
AZEK FASCIA TRIM AZEK FASCIA TRIM \ \Illyyytkllll # # #it1f11i/ //
INSULATED CAVITY I (SEE
f 1x6 AZEK FASCiATRIM
AZEK CORNISE TRIM AZEK CORNISE TRIM
STRUCTURAL 1x1 2 AZEK FASCIATRIM
j 4
2x BLOCKING AS AZEK CORNISE SYSTEM AZEK WALL TRIM AZEK WALL TRIM �� I
REQUIRED - 33126
2x BLOCKING AS DORMER WINDOW (SEE DORMER WINDOW (SEE f
SPECIFICATIONS) SPECIFICATIONS)
AZEK CORNISE SYSTEI REQUIRED STATE OF
DOUBLE TOP PLATE DOUBLE TOP PLATE �� / / / G�D _(A
(SITS INSIDE STEEL TOP (SITS STEEL TOP
PLATE) PLATE)
Ill
I
WOOD STUD WALL WOOD STUD WALL
BRICK VENEER BRICK VENEER
SEE STRUCTURAL SEE STRUCTURAL
DRAWINGS FOR DRAWINGS FOR
DORMER FRAMING DORMER FRAMING By:
ASPHALT SHINGLES ASPHALT SHINGLES
2x6 BLOCKING
ROOF INSULATION ROOF INSULATION
2x6 BLOCKING SYSTEM SYSTEM
ASPHALT SHINGLES ASPHALT SHINGLES METAL ROOF DECK---------- j METAL ROOF DECK
ROOF SHEATHING ROOF SHEATHING METAL ROOF TRUSS METAL ROOF TRUSS
STEEL BEAM WITH
STEEL BEAM WITH STEEL BEAM WITH STEEL BEAM WITH
INSULATED CAVITY (SEE INSULATED CAVITY (SEE INSULATED CAVITY (SEE INSULATED CAVITY (SEE
STRUCTURAL) STRUCTURAL) STRUCTURAL) STRUCTURAL)
2x10 ROOF FRAMING 2x10 ROOF FRAMING STEEL ANGLE SUPPORT STEEL ANGLE SUPPORT
ALUMINUM GUTTER ALUMINUM GUTTER ALUMINUM GUTTER ALUMINUM GUTTER
(SEE SPECIFICATIONS)
(SEE SPECIFICATIONS) (SEE SPECIFICATIONS)
SPECIFICATIONS)
T.O. STEEL BEAM
T.O. STEEL BEAM %4F T.O. STEEL BEAM T.O. STEEL BEAM
ELEV. = 29' -6" ELEV. = 29' -6" ELEV. = 29' -6" ELEV. = 29' -6"
DOUBLE 2x10 FASCIA DOUBLE 2x10 FASCIA DOUBLE 2x10 FASCIA DOUBLE 2x10 FASCIA
BOARD BOARD BOARD BOARD
1x12 AZEK FASCIA TRIM 1x12 AZEK FASCIA TRIM 1x12 AZEK FASCIA TRIM 1 x12 AZEK FASCIA TRIM
2x BLOCKING AS 2x BLOCKING AS AZEK CORNISE SYSTEM AZEK CORNISE SYSTEM
REQUIRED REQUIRED
2x BLOCKING AS 2x BLOCKING AS
AZEK CORNISE SYSTEM
AZEK CORNISE SYSTEM REQUIRED REQUIRED
DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE Developer:
(SITS INSIDE STEEL TOP
PLATE) PLATE)
(SITS INSIDE STEEL TOP (SITS INSIDE STEEL TOP
(SITS INSIDE STEEL TOP
PLATE) PLATE) p E D C Q R
WOOD STUD WALL
WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL
BRICK VENEER
BRICK VENEER BRICK VENEER BRICK VENEER
GAUGED FLAT ARCH GAUGED FLAT ARCH GAUGED FLAT ARCH DEVELOPMENT CO.
OL T.O. ROUGH OPENING
ELEV. = 23' -6" T.O. ROUGH OPENING
T.O. ROUGH OPENING
ELEV. = 23' -6" ELEV. = 23' -6"
Project:
WOOD WINDOW
HEADER (SEE WOOD WINDOW WOOD WINDOW
STRUCTURAL) STRUCTURAL) STRUCTURAL)
RAL
STRUCTURAL) STRUCTURAL)
D.H. WINDOW (SEE D.H. WINDOW SPECIFICATIONS)
SPECIFICATIONS) E DPECIF C WINDOW ONS)E
LIMESTONE WINDOW
LIMESTONE WINDOW LIMESTONE WINDOW
SILL SILL SILL
I
WOOD STUD WALL
-WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL
2" CONCRETE TOPPING �� 2" CONCRETE TOPPING 2" CONCRETE TOPPING 2" CONCRETE TOPPING
METAL FLOOR DECK METAL FLOOR DECK METAL FLOOR DECK METAL FLOOR DECK M
METAL FLOOR TRUSS METAL
SECOND FLOOR FINISH
SECOND FLOOR FIN SH SECOND FLOOR TRUSS METAL
OOR FINISH
SECOND FLOOR FINISH
ob O
ELEV. = 14' -2" ELEV - 14 2 ELEV - 14 2 ELEV - 14 2
- � - - - 06
T.O. STEEL BEAM
13' -5"
h T.O. STEEL BEAM T.O. STEEL BEAM
ELEV. = 13' -5" ELEV. = 13' -5"
STEEL BEAM WITH STEEL BEAM WITH STEEL BEAM WITH STEEL BEAM WITH
INSULATED CAVITY (SEE INSULATED CAVITY (SEE INSULATED CAVITY (SEE INSULATED CAVITY (SEE
STRUCTURAL) JIL STRUCTURAL) STRUCTURAL)
STRUCTURAL)
DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE DOUBLE TOP PLATE O ..
(SITS INSIDE STEEL TOP
(SITS STEEL TOP (SITS INSIDE STEEL TOP
PLATE) PLIATE)SIDESTEELTOP
PLATE Z A`
BRICK VENEER L EW
BRICK VENEER BRICK VENEER BRICK VENEER
GAUGED FLAT ARCH W L
GAUGED FLAT ARCH GAUGED FLAT ARCH
U
T.O. ROUGH OPENING
T.O. ROUGH OPENING
ELEV. = 9' -4"
■
T.O. ROUGH OPENING
NqF ELEV. = 9' 4" ELEV. = 9' -4"
WOOD WINDOW
HEADER (SEE WOOD WINDOW WOOD WINDOW
STRUCTURAL ) STRUCTURAL) STRUCTURAL)
STRUCTURAL) STRUCTURAL)
D.H. WINDOW (SEE
D.H. WINDOW (SEE D.H. WINDOW (SEE SPECIFICATIONS)
SPECIFICATIONS) 7 SPECIFICATIONS)
LIMESTONE WINDOW
LIMESTONE WINDOW
LIMESTONE WINDOW SILL
SILL
SILL
WOOD STUD WALL
WOOD STUD WALL
WOOD STUD WALL WOOD STUD WALL
BRICK WATERTABLE BRICK WATERTABLE
BRICK WATERTABLE BRICK WATERTABLE
CONCRETE PAVERS CONCRETE PAVERS
OVER 8" PRECAST CONCRETE PAVERS CONCRETE PAVERS OVER 4" REINFORCED
OVER 8" PRECAST OVER 8" PRECAST CONCRETE SLAB OVER
PLANKS PLANKS PLANKS 6" MIN. GRANULAR FILL
FIRST FLOOR FINISH FIRST FLOOR FINISH FIRST FLOOR FINISH FIRST FLOOR FINISH
• =
- - -- -- - - - ELEV. U-0"
__ :. -.. - - - - -.- ELEV. 0 0 ELEV. 0 0
-
4" CONCRETE BLOCK �� 4" CONCRETE BLOCK 4" CONCRETE BLOCK 4" CONCRETE BLOCK
COO .o 0, 0-01:0,;0:0- : o�000 o:o-o .:o,o 0 0,0 0 0.0 0 0 : �a: o o <
2" CONCRETE TOPPING
2" CONCRETE TOPPING 2" CONCRETE TOPPING •, ° oC' o o' 0 0 0( 0 2" CONCRETE TOPPING
OVER 8" PRECAST
OVER 2' INSULATION OVER 2" INSULATION OVER 2" INSULATION _ -J> OVER 2' INSULATION
OVER 8" PRECAST OVER 8" PRECAST o o G G` o of o OVER 8' PRECAST % PLANKS PLANKS PLANKS ` '� - PLANKS
/
STEEL BEAM (SEE �_ (�O` CD CD C-) ho �C
STEEL BEAM (SEE • ° y�� WATERPROOFING UP Issue Date Drawn By Checked By
STRUCTURAL) STRUCTURAL) d
�a ��o�o oa �% L� WALL AND UNDER SLAB
02/28/2005
Revisions:
U , U 3/1/05 Print Date
I,li : • �0000�000�0000 -a a -
6" REINFORCED ° CoG C
CONCRETE TOPPING CONCRETE SLAB OVER CONCRETE TOPPING ;;�� �� CONCRETE TOPPING
OVER 8" PRECAST 6" MIN. GRANULAR FILL OVER 8" PRECAST ���o OVER 8" PRECAST
PLANKS (SEE (SEE STRUCTURAL) PLANKS (SEE Q oo,� PLANKS (SEE
STRUCTURAL) STRUCTURAL
.• • ` I
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STRUCTURAL)
T.O. SLAB T.O. SLAB @PERIMETER T.O. SLAB PE
..)
R
IMETER
ob
oo • -o•
T.O. STEEL BEAM T.O. STEEL BEAM T.O. S TEEL BEAM O O1, EV VARIES EV - ( 10' - 3" )
� EVEL - (11,_5")
� Z
STEEL BEAM ( SEE CONCRETE TOPPING STEEL BEAM (SEE
STEEL BEAM (SEE
STRUCTURAL)
STRUCTURAL) OVER 8" PRECAST 70�0� 0 0 0� _ STRUCTURAL)
PLANKS (SEE
c_ STRUCTURAL)
12' REINFORCED a
° G ° 12" REINFORCED Project Number:
- a
- - CONCRETE WALL (SEE �� ��������y CONCRETE WALL (SEE
STRUCTURAL 7� STRUCTURAL
FT-
0401.00
'4• ��o�000�o�o o �o G
t —J0
LPL Goo a� �� CONCRETTE SLAB OVER ° WATERPROOFING
° < Sheet Title:
12" MIN. GRANULAR FILL ���7 > >g CONT. DOWN TO .
G`oQ000 Wall Sections
(SEE STRUCTURAL) FOOTING
PILASTER BEYOND I 12" REINFORCED
_, CONCRETE WALL (SEE
�� PILASTER BEYOND PILASTER BEYOND
STRUCTURAL)
� Building 4
Oil T.O. SLAB a` a a� a T.O. SLAB PERIMETER Qo 0 oQo�l T.O. SLAB PERIMETER
ELEV. = VARIES ,� o o - -
�` , WATERPROOFING Goa ao�
-r r:r r� -% - r _s %r•r %'tee r� Lr _ ELEV. _ - 20_6., 4 . ELEV. - - 20.6,
-�'r CONT. DOWN TO ( ) ( )
.-mod r �� -�' ;.� �� r �r r �-
• < a, °• ., ;, : < � FOOTING
•..�. - r1'
6" REINFORCED r — 6" REINFORCED 6" REINFORCED Sheet Number:
CONCRETE SLAB OVER ( 7 o
G`� AL/L� ` 6" REINFORCED CONCRETE SLAB OVER I = CONCRETE SLAB OVER
12" MIN. GRANULAR FILL ° ,o o ,o v,_ °L, �" O o O o ,O - P!�,PP -
o o�� � / o2 \o ° c � � �-;.Jc_ v" i . � ;.- c f �.. . :' - :� J- o��\° o°Ch� -_J � � o o ° ° o J � � , o 0 °o U� o 0 C� \ o� o� w , c0� ��o° � � U �` oo 0 , �o � � U � o c0 � C � o h , '� c>ho°< i C ? " - � <o° �� � �- �- -. -o O � o o � � O o c oo � � o o > O -co ° o � -? � J O °c c oJ � cO , - o o � o O< o°`C �� - o , o �o< o° � y r- _ . . �,,_" ,_l o o ✓ o� -
� iI o- °_ ��� � - ( -1 �_ L 7 - G t XI 7- '; k��> °� < �o � < / \`o. \ ` - -•
•. � (oo. ° . i o ^oy `� � ; f � - _ - , - I -1 I
CONCRETE SLAB OVER
12" MIN. GRANULAR FILL
( SEE STRUCTURAL ) - 12" MIN. GRANULAR FILL (SEE STRUCTURAL) • ; `,."• C O o o O � �� ° 4 o l� �oo � o
- - I '
(SEE M SINT
. RGURCATN
UURLAALR )
� o � ( SEE STRUCTURAL ) T.O. FOOTING - TO. FOOTING
REINFORCED V - (22� -6 ") EV
FILL
- (22,_6 „)
(SEE STRUCTURAL) CONCRETE FOOTING
-I REINFORCED REINFORCED
�• ....:. I I -1 .. .. .� �.• I
CONCRETE FOOTING - ( CONCRETE FOOTING
(SEE STRUCTURAL)
(SEE STRUCTURAL)
--
r2'*'NW r3
Section- I I
o - I E
(AO7 k A 70 IJ Seale: 1/2” = 1' -0" UM Scale: 1/2" = 1' -0" 70)