HomeMy WebLinkAbout2310 W Airport Blvd 99-2843 (a) New ConstructionZONE _
CONTRAC
ADDRESS
PHONE #
LOCATIOi
SUBDIVISION:
12
Dr -Q {IT R2 �4 3 I r7T ��.
JOB rd 1 BLOCK:
COST s
3 / p� SECTION:
/ ®
SQUARE FEET:
FEE MODEL:
V�10STATE NO. OCCUPANCY CLASS:
INSPECTIONS
FEE TYPE DATE OK REJECT BY
FEE $
FEE
FEES ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
��.FINAL DATE ,
15
12' 12'
HAIRPIN
I'
#6 REBAR (TYP.)
PRE-ENCINEERED METAL
BUILDING AND ANCHOR
BOTS BY OTHERS
NOT TO SCALE
-
-
-- 3" FIBERGLASS INSULATION
26 CA. MTL,
PANELS
COLUMN BEYOND
S" CHANNEL PROVIDED BY
® METAL BUILDING MANUF.
CONC. LINTEL W/ 2 #5
BARS CONTINUOUS
HORIZONTAL JOINT REINF.
p 16" O.C. VERTICALLY (TYP.)
#5 BAR IN FILLED CELL
EXTENDING INTO LINTEL
ABOVE. SEE FLOOR PLAN
FOR FILLED CELL LOCATION
N ANCHOR BOLT PER MANUF. SPECS
GRADE
ELEV. O'-0 a a a-- a —
O 4 /1`4
4 4
6 MIL VAPOR
® BARRIER
10 COMPACTED SOIL
1•-4" #5 BAR 12" O.C.
EA, WAY ON 6X6 IAWXIAW
BOTTOM W.W.M.
C71"N YPI ALL SF."* u
SCALE= 3/4-
ArchitectureII 08/27/1999 09:03:36 99013A-1.dug
U IN
DAI PL JAN -
(8 BAY WAREHOU0=5
CEMENT WASH
40 0 STANDARD STEEL PIPE
FILLED W/ CONC. & PAINTED
TO MATCH OVERHEAD DOOR
PAVEMENT OR CONC. SLAB
18" DIA, CONC. BASE
FOUNDATION T
Q 4° CONCRETE SLAB W/ 6x6 - W1.4xWL4 WWM OVER 6 MIL VAPOR
BARRIER OVER POISONED COMPACTED FILL,
20 THE CONTRACTOR SHALL VERIFY ALLOWABLE SOIL BEARING PRESSURE AND COMPACriC41 Cir
THE BUILDING PAD WITH A REGISTERED SOILS ENCHEER PRIOR TO CONSTRUCTaL
® CONCRETE MINIMUM 28 DAY STRENGTH SHALL BE 3000 PSI, 3/4" MAX, AGS-��Atc.
® RENFORCNG STEEL SHALL BE MINIMUM GRADE 60 AND OENTIFED N ACCORDANCE W8 A3fh
A 615, A 616, A 617, OR A 706.
JOINT REINFORCEMENT, ANCHORS, TES, AND WIRE FABRIC SHALL CONFORM TO THE FA-LPi?n
STANDARDS: (1) ASTM A 82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TEES, (2) �sttm
A 36 FOR PLATE, HEADED AND BENT BAR ANCHORS, (3) ASTM A366 FOR SHEET METAL P?r,!- f,S
AND TES.
ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS N FOOTINGS, SLABS AND OTHER CC44`C-T.
SHALL BE LAP -SPLICED, WHERE NECESSARY OR DESIRABLE, BY WIRING TOGETHER CC4ffArl.
LENGTH OF ALL LAPS SHALL BE 40 -BAR DIAMETERS OR 24° MN CIV, WHICFEVER C 61�---ATE2.
70. °av DENOTES I" DEEP SAWCUT WITHIN 24 HOURS OF POUR WITH MESH DISCONTNXAB.
® ANCHOR BOLTS SHALL BE DESIGNED BY BULOW MANUFACTURER AND PLACED ACCQ,,r4r. TO
NWNG MANUFACTURER'S SPECIFICATIONS.
O FLOOR SLAB NOT DESIGNED FOR VEHICULAR TRAFFIC (NCLUDNG FORKLIFTS). Vtc- I -W.9 KA
FLOOR SLAB 15 100 P.S.F.
8" MASONRY UNIT
#5 BAR IN FILLED CELL
W/ 6" HOOK INTO FTC.
COLUMN
ANCHOR BOLT PER MANUF,
SPECS
1 #5 HAIRPIN 20" LONG
rW CONC. PAD TO BE
4 W1 EXlST1NG SLAB Z
4' .4 •a .. .a rr- — o "L VAPOR
® ° q.4 a' 3A2RIER
COMPACTED SOIL
#5 BAR 04 O.C. — 6X6 L4`NX1,4W
ol SQUARE EA, WAY at
BOTT0(1
COLUMN
ANCHOR BOLT PER MANUF.
SPECS
- EXISTING SLAB
SCALE, 3/4' a 1'-0"
8° MASONRY UNIT
#5 BAR IN FILLED CELL
W/ 6" HOOK INTO FTC,
/- 6X6 IAWXIAW W.W.M.
4
d/ 4 a
Q d. d .a 4
a Q a 6 MIL VAPOR
® a BARRIER
�- COMPACTED SOIL
#5 BAR 12" O.C.
EA. WAY ON BOTTOM
SLOPE: 1/41
PER FT.
BLOCK WALL BEYOND
1/2" DEPRESSION, LOCATE
AS PER OVERHEAD DOOR
MAKh IG OG! nMMGaIr1A71r1�IQ
4
4
d 4 —
d
' V
441 Q
05 BARS TYP. FACE OF
FOUNDATION BEYOND
DETAIL "D"
SCALE, 3/4" m 1'-0"
�- 8" MASONRY UNIT
#5 BAR IN FILLED CELL
W/ 6" HOOK INTO FTC,
a
6 MIL VAPOR
BARRIER
COMPACTED SOIL
-2 #5 BARS 6X6 IAWXIAW
CONT. W.W.M.
D' E TAIL 'A'
SCALE= 3/4" s 1'-0"
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