HomeMy WebLinkAboutS2.1 - Structural Floor PlanJC Hart will pull
their own permit
for their office
expansion
NEW WINDOW OPENING IN EXISTING MASONRY WALL W/
3- L 3 11Y X 5' X 5/16- LINTEL, U-0.45 MAX,
SHGC-0.40 MAX, VERIFY All DIMENSIONS & DETAILS
I" I
NOTES
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS & DETAILS
2. OWNER WILL SELECT INTERIOR FINISHES.
3. ENGINEERING It DESIGN OF MECHANICAL & ELECTRICAL SYSTEMS BY OTHERS.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPUCABLE LOCAL AND STATE
CODES AND ORDINANCES.
5. COORDINATE WORK AS REWIRED WITH OCCUPANTS WORK SCHEDULES.
C RG is only
pulling the permit
for their portion of
work
3' X 3' X 5/16" CONTINUOUS
NEW 4' X 4' % 3/8' UBE BEARING ANGLE, MOUNTED W/
-- - COLUMN, VERIFY ALL DETAILS - -- Sze
—_—_—_—_—_—_—_ _—_ BWALL RACKETUFORDBAIMPORT gp,p SIM. 1/YINTOGGLE
CM BOLTS INTO
EXISTING CMU WALL o 24' O.C.
5 Y CONC. TOPPING SLAB W/ FIBER
Lill--_—_ - - S2.2
MESH OCORRUGATED METAL
DN DECK. MATCH EXIST. FLOOR ELEV.
EXISTING COLUMN, FIELD -WELD I x _------- - — - —
2 X 3/8' BEARING
SIM. L S
EXISTING STUD WALL ANGLE TO EACH SIDE
sz z
—.—.— _.---------- ----.
202 —
r
sz.z
u
_ � I
__NEW 4 % 4 X 3/8 STEEL TUBE _ a OFFICE
_---------------- pgy —.o ----.
COLUMN BEARING ON EXISTING
m 3' X Y X POUR STOP
FOUNDATION PAD ) 3' CONC. TOPPING SLAB W/ FIBER ALTERNATE PURUN ANGLE, CONTINUW I NEW WINDOW OPENING IN EXISTING
MESH OVER CORRUGATED METAL SELECTION: FOR W8X18 2— - — - — - — - — - — - — - — - — - — - — • ----- MASONRY WALL W/ 3 - L 3 1/3° X 5 X
(EXISTING 4 X 4 X 3/8 I I DECK. MATCH EXIST. FLOOR ELEV. STEEL PURLINS CONTRACTOR sz.z i 5/16' LINTEL, U-0.45 MAY,, SHGC-0.40
-- STEEL TUBE COLUMN MAY SUBSTITUTE WBX10 I
�_—_—_ —_—_—_ —_ SECTIONS IF AVAILABLE. CANTILLVERED �I -------------------- a ----- 1 MAX, VERIFY ALL DIMENSIONS & DETAILS
e
PURUNS Ss.s
a I-_X - - - CORRIDOR
— I p/ �� 200 d szz _ STEEL STUD Y X Y X 5/16" CONTINUOUS
-------------H ---- {PARTITION FRAMING---- --------------- --- BEARING ANGLE, MOUNTED W/
3' % 30 % }' POUR STOP 1/Y TOGGLE BOLTS INTO
O --_—_ --- -- -- -- --- ANGLE. CONTINUOUS ---.—.---.—.—. —.— i
' I EXISTING CMU WALL ®24' O.C.
EASTING STRUCTURAL TUBE COLUMN, 5I OFFICE
FIELD -WELD L 3' X 3' X r BEARING ANGLE 206
EXISTING WI4X62 BEAIA -- _—_ _—_- TO EACH SIDE, REFER TO 6/S2.2 (SIM.) HORIZONTAL BRIDGING,------------------,� ----- i
\\ --I-------- -
Al
EXISTING t _____ _ OFFICE ) 3' % Y X j' POUR STOP OPEN OFFICE b i e
CONSTRUCTION --� - ) ANC4,E, CONTINUOUS Z i NEW WINDOW OPENING IN EXISTING
4 N
3 e NEW 4° X 4' X 1/4' TUBE COLUMN, 1Y srz --H— — — — ---------- — --- ---- — -- — -- MASONRY WALL W/ 3 - L 3 I/1" X 5' %
_—_-- _-- NEW STUD ) r%e X 127 X 1/2° BASE PLATE BEARING ON m TAN IN 1 5/16' UNTEL. U-0.45 MAX, SHGC-0.40
FRAMING, TYP. —__ i
Iv\ ill EXISTING FLOOR SLAB W/ 4 - 3/4' 7, 522 MAX, VERIFY All DIMENSIONS It DETAILS
I n ii / ) EXPANSION BOLTS, & 6' X 8' X 1/Y - _�_— — --_—_ - - --_—_ _—_—_—_---_—_—_ --_—_
CAP PLATE W/ 4 - 1/27 THRU BOLTS-------
e___ve___
nI4E%ISS. 4' % 4' % 1/4"STEEL TUBE COLUMN OFFICE) NEW 4' X 4' X 3/8' TUBENEW 4' % 4' X 1/4' TUBE COLUMN, 1Y X 1Y X
COLUMN, VERIFY ALL DETAILS 1/27 BASE PLATE & 6- X 1Y CAP PLATE
NEW 3' X 3' X 12' CONCRETE FOUNDATION
_—_—_—_—_—_—_—_ {F Fnsnur. W/ EXISTING FLOORii 6"ASLAB
CH AY, TOP FLUSH
/ IN /�1JC HART OFFICE EXPANSION — SECOND FLOOR STRUCTURAL PLAN
RELEASED FOR CONSTRUCTION 461 SF (GROSS
Subject to compliance with all regulations VERIFY ALL DIMENSIONS &
of State and meal Codes CONDITIONS
City of Camel ((��
`�vmlUtlonrJnoAaL
DATE: 08/29/19
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®® CRG OFFICE EXPANSION — SECOND FLOOR STRUCTURAL PLAN
®® 1/4" = P-0" 511 SF (GROSS)
VERIFY ALL DIMENSIONS &
CONDITIONS
WALL LEGEND
>n NEW 3 5/8' STEEL STUD PARTITION
WITH BATT INSULATION & 5/8'
DRYWALL EACH SIDE
77777777 NEW 5 STEEL STUD PARTITION WTH
BATT INSULATION & 5/8' DRYWALL
EACH SIDE
EXISTING STUD WALL TO REMAIN
EXISTING CMU WALL W/ BRICK VENEER
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FAP[CT NP CHEC 1➢ BY
19012 1 KAS
DRUM"M Scut PLOT scut
1/4 1 = 1'-O" 1:1
FILE NM1
OFFICE EXPANSION
SECOND FLOOR
STRUCTURAL PLANS
SHEET NO.
S281
SHEET Or