HomeMy WebLinkAboutS-1.1ONE �j6 VEFTIGAL BAR AT END OF EAGH WALL
ONE #6 VERTICAL BAR WITHIN 8"'&16"' OF ALL OPENINGS OR
CONTROL JOINTS
ALL VERTICAL BARS TO BE EPDXIED FOUNDATION
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BLOCK GROUT MIX FOR THIS JOB
(�) PARi PORiLAND
CEMENI
(25-3) PARTS MASONRY
SAND
(1�10) PART LIME
ip A1iAW 2000 PSI PRIOR i0 SE111NG SiEEL
C:,►. *
12" CONCRETE BLOOK
6 MASONRY WALL DETAIL
SCALE: NO SCALE
INSULATED
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WIRES L50Z�SF GALVANIZING USE
PREFAB CORNERS & TEES
SPLICE PER DUF—O—WALL DETAILS
LAY IN EVEFY OTHER COURSE
ASTM C90 SPEC NORMAL WEIGHT �2"
CONGRETE BLOGK GOMPRESSIVE
STRENGTH 1900 P51 MINIMUM LAYED
WITH T1PE "S" MORTAR
FM=1500PS1
2—gs ro roa oF aaRnael � �—
EXTEND THRU ALL BOND BEAMS
SEE PIER DETAILS THIS SHEET
5 LINTEL DETAIL
SCALE:NONE
NEw RE�NFaR�E� P��EAsrER
UNDER EXISTING JOIST GIRDER
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wsu�nTEo
FOOTING EXTENSION FE
7 DETAIL
SCALE: NO SCALE
GROUt SEE
RECIPE THIS
SHEET
EXISTING PERIMETER
JOIST
9 GA WIRE TIES 16" 0-C
(a) g6 ro TOP oF
PARAPET EMEND THRU
12' CONC BLOGK � ALL BOND BEAMS
9 6A WIRE TIES 16" 0.
GROUT SEE RECIPE THIS
(z) #s ro TERMiNare nT
LINTEL BEARING ABOVE
RELEA5E0 FOR CONSTRIICTI�N
Su6jec��o compliance with allregula�ions
of S�a�e antl Local Codes
City of Carmel
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DATE: Qrj�29�20
CENTERLWE OF EXISTING JOIST GIRDER
VARIES, CENTER 16X16 PIER VNDER GIRDER
16X16 REWFORCED
�PILEASTER UNDER
exisTwc doisT ciRoeR
GROVi SEE
RECIPE THIS
SHEET
3" DOOR TRACKS
� WELDED TO ANGLE
AT OVERHEAD DOOR
� �PIERS ADD:
L4X4w'>XHEIGHT OF DOOR
}z"'X4" ANCHORS 16"O.C.
LAYE� IN PLACE BY
MASONS
L�) j(6 i0 iERMINAiE At
LINiEL BEARING ABOVE
12" CONG BLOGK
9 GA WIRE iIES 76"
GROUT SEE RECIPE THIS
<2) Ns T� 7erzMwn� aT
LINTEL BEARING ABOVE
s,_�.
64"
3 REINFORCED PIER DETAIL
SCALE: NO SCALE
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CONiROL
JOINt
4
5—
1
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a' o.c \
4" O.C.
START � GENTER
OF BAR JOIST
iIGHiEN QUIK BOLiS I
TO SET THEM THEN ���) �a X4%q" HILTI
BACK OFF Ya TURN QUIK BOLT 3�
roP oF BAR �a�sr
OR PERIMETER BEAM�
INSTALL TO ALLOW I
FOR DOWNWARD �
DEFLECTION
12" PIECE L6X6X�/q —
VERIFY W�EXISTING
MIGHT NEED TO BE
BENT PLATE
3" DOOR TRACKS
� WELDED TO ANGLE
AT OVERHEAD DOOR
�PIERS ADD:
L4X4XYaXHBGHT OF �OOR
� Yz"X4" ANCHORS 16'b.C.
LAYED IN PLACE BY
MASONS
LZJ #6 i0 tERMINATE At
LINTEL BEARING ABOVE
0-8"
56"
2 REINFORCED PIER DETAIL
SCALE:NO SCALE
EPDXY DOwEL NEw
VERTICAL BARS INTO
exisriNc FooTeR
E FooT�N.
��Ar�oN
BID CONCRETE FOOTMG
exTENsioNs
3—#6 X 4'-6"
8—#6 X 2, 6,•
EPDXY DOWEL INTO
EXISTWG FOOTER
9 GA WIRE ilES �6" 0-C
(4) j�6 TO TOP OF
PARAPEi EXTENQ iHRU
� ALL BOND BEAMS �
12" CONG BLOGK
9 GA WIRE TIES �6" 0-C.
GROUT SEE RECIPE THIS
SHEET
(z) qe to tERMiNnrE at� �
LINTEL BEARING ABOVE p_q��
GROUT SEE REqPE THIS
SHEET
(2) $6 TO TERMINATE AT
LINTEL BEAFING ABOVE
32"
� REINFORCED PIER DETAIL
SCALE: NO SCALE
s
SLOT PLATE
�/2�X4"m HEADED
STUDS �16" WHERE
CALLED FOR .
� �
• fr ..
sioes
3/8" PLATE, SEE '
uNTe� scHeou�e
LINTEL BEAM, SEE
LINTEL SCHEDULE &
HEAD DETAILS
BEARING PLATE AS
SCHEDULED w/ (4)
��2"X4"m HEADED
ST�oS
cRouT coRes
BENEATH BEARING &
FULL HEIGHT
ADJACENT TO BEAM,
W� 2—�6 FULL HBGHT
TOP
VIEW
(2) 5/e�X43/a�� MLT
QUIK BOLT 3
j�6 Q 4' O.C- vERTI(;AL
GROUTED IN ABOVE
OPENINGS
6
SL
NON BEARING WALLS i0 BE
GROUTED FULL FROM TOP OF
wALL DOwN TC BOND BEAM
r : • WALL
� ��� � s�o�s � SECTION
�..i . .
�. a. _. � VIEW
SLOT ANGLE DETAIL
�2' PIECE L6X6X3/y
VERIFY W/EXISTING
I OUT OF PLnNE &. IN PLnNE LOnDS
ALLOWS FOk VEkTICAL �EFLECTION
4 WALL ANCHOR
SCALE: 1"=1'-0"
n1 ovERNEno 000R
PIERS ADD'.
(a) qe To TOP oF �axa�;xHecHT oF 000R
PARAPET EXTEND THRU !z"X4" ANCHORS 16"QG.
ALL BOND BEAMS LAYED IN PLAGE BY
MASONS
�� � 9 GA wIRE TIES �6" O.C.
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US Architects
9200 W- SMITH STREET
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PARTNER
URAWN:
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Q START DATE2�10�20:
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PLOT INFORMATION
RLE NAME F20001_Sl.dwg
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CAD QPER_: KSF
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No
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STAL OF
�HEET
S-1.1