HomeMy WebLinkAbout03030046.13GENERAL POWDATION NOTES:
1, FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY
DISCREPANCIES OR DEVIATIONS PRIOR TO START OF CONSTRUCTION.
2 REMOVE ALL TOPSOIL TO MINIMUM DEPTH OF SIX INCHES IN AREAS TO
BE OCCUPIED BY PAVING, CONCRETE. BUILDING OR OTHER STRUCTURES.
STORE TOPSOIL THAT 15 REQUIRED FOR FUTURE USE ON THIS SITE. IF
APPLICABLE. REMOVE ALL EXCESS TOPSOIL AND DEBRIS FROM SITE.
3. EXCAVATE 51TE AS REQUIRED TO FINISH GRADE WITH A SUITABLE
ALLOWANCE FOR TOPSOIL AND / OR PAVING. FILL AREAS WHERE GADE
RAISE 15 REQUIRED WITH EXCAVATED OR IMPORTED EARTH. EARTH
USED OFR FILL SHALL BE FREE FROM ORGANIC MATTER AND LARGE
ROCKS. PLACE FILL MATERIAL IN LAYERS NOT TO EXCEED SIX INCHES
IN LOOSE DEPTH. REMOVE ALL EXCESS EXCAVATED MATERIAL FROM THE
SITE.
4. DEPTH OF FOOTING SHALL BE AS INDICATED OR TO UND15TURBED
EARTH, WHICHEVER 15 GREATER BOTTOM OF ALL EXTERIOR FOOTINGS
SHALL BE A MINIMUM OF 2'-8' BELOW FINISH GRADE.
5, ANCHOR BOLTS TO BE SPACED •48' O.G. MAX. AND WITHIN 12' OF
OUTSIDE CORNERS (SEE DETAILS)
6. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS SECTIONS, DETAILS
SIZE5 AND LOCATION OF SLABS, FOUNDATIONS, PIERS, FOOTINGS,
REINFORCING STEEL ANCHOR BOLTS, FILLS AND GRADES.
i. ALL CONCRETE 15 DESIGNED AND SHALL BE PLACED IN ACCORDANCE
WITH CURRENT A.C.I. CODES. (STANDARD SPECIFICATION FOR READY -
MIX CONCRETE)
8. ALL CONCRETE FOOTINGS AND INTERIOR 5LA55 5 -AL- BE 3,000 PS
• 28 DAYS.
9. ALS REINFORCING BARS SHALL HAVE A MINIMUM CONCRETE CO`/ER OF
FOOTINGS =3'
SLABS = 3,'4'
PIERS m3'
WALLS EF. AND 3' TOP AND BOTTOM
10. REINFORCING BARS AHVE TO BE SPLICED IN ACCORDANCE WITH CURRENT
A.G.I. CODES:
A. ANCHOR BOLTS SHALL NOT BE SET WITH CUMULATIVE MEASUREMENTS
B. ALL EXP05ED CONCRETE CA5T GORNERS TO HAVE 3/4' CHAMFERS
UNLESS OTHERWISE NOTED.
11• ALL REINFORCING STEEL SHALL BE GRADE 60 RAIL OR BILLET STEEL
IN ACCORDANCE WITH ASTM A-(cl5 5PEGIFIGATION5.
12. BEARING CAPACITY OF 501LS: ASSUMED TO BE 2,500 PSF FOR COLUMN
FOOTINGS AND 2,000 P5F FOR CONTINUOUS SPREAD FOOTING5. IF POOR
501L CONDITIONS ARE ENCOUNTERED, PROVIDE CORRECTED PROCEDURES
AS FORMULATED BY SOILS ENGINEER AND AS OUTLINED IN THE 5011-9 REPORT
13. CONTRACTOR TO VERIFY ALL DIMEN51ONS AND CONDITIONS ON DRAWINGS
AND {PORT ANY DISCREPANC`TO ARCHITECT BEFORE CONSTRUCTION
HA5 COMMENCED.
14. FOOTINTG5 SHALL BEAR ON COMPACTED FILL OR ACCEPTABLE /IRGIN
SOIL AT A MINIMUM DEPTH BELOW THE FROST LINE.
15. GENERAL CONTRACTOR AND FOUNDATION CONTRACTOR SHALL BE
RESPONSIBLE TO PROVIDE THE NECESSARY AND REQUIRED SLEEVES IN
FONDATION WALL FOR ALL UTILITIES. SLEEVE LOCATIONS ARE TO BE
VERIFIED BY AND IN ACORDANGE WITH THE ELECTRICAL, MECHANICAL,
AND PLUMBING CONTRACTOR REGOMMENDATIONS.
16. GENERAL CONTRACTOR IS RESPONSIBLE FOR PATCHING AROUND SLEEVES
TO PROVIDE A LEAK -PROOF FOUNDATION.
11. ALL ABOVE GRADE CONCRETE SLABS SHALL CONTAIN 'NYLON FIBER
ADDITIVE OR APPROVED EQUIVALENT IN THE AMOUNT OF ISLBS PER
CU / YD. PLACE IN ACCORD WITS -1 THE MANUFACTURES INSTRUCTIONS.
18. NO CONCRETE SL-JMP SHALL EXCEED 4'
19 GOLD WEATHER CONCRETE SHALL BE PLACED IN ACCORD WITH ACI 306R
20.CURE ALL HORIZONTAL SURFACES WITH LIQUID CURING COMPOUND.
VERIFY COMPATIBILITY WITH SURFACE GOATING TO BE UTILIZED IN
REST ROOMS -
21. ALL EXPANSION JOINTS NOTED AS 'SEALED' &HALL BE I/2' JOINT
EXPANSIVE MATERIAL WITH A REMOVABLE TOP STRIP. FILL VOID AFTER
STRIP REMOVAL WITH A POURABLE URETHANE &ELAANT TO MINIMIZE
WATER INFILATRATION. MATCH SLAB COLOR ON NATURAL COLOR CONCRETE
SLABS AND FINAL FINISH COLOR ON COATED INTERIOR SLABS.
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REAR POOL SLAB DECK _
BY POOL CONTR
-44'-8' 0/0 MA50NP-Y - -- _--
8'-0'
8' NOMINAL CMU
3'-4' S'-4' 3'-4' _4• BLOCK FOUNDATION _4• 5'-0' 3'-4' 5'-4' 3'-4'
DOWELED TO SLA&S
S' • EACH END OF 4-
4' CORRIDOR (TYPICAL)
4' 4 -rn
-
1/2' EXPANSION JOINT MATERIAL
ALONG PERIMETER (BY POOL CONTR)
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1/2' EXPANSION JOINT ALONG `;� I I a ';� I ;t
PERIMETER OF INSIDE
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GROSSANCHOR BOLTS OR METAL . SECTIO-
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GROSS &TRAPS •48' O.G. (TYP.) $' FOATIQN WALL
SECTION
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14'-8' I F-0__
„SLAB ON GRADE • • `� I I "SLAB ON GRADE-
4 -
RADE - I i
4' CONCRETE SLAB WITH FI�ERMESH 4' CONCRETE SLAB W4RH FIBERI�ESH
,OR I REINFORCING ON 6 Mt . VAPOR BARRIER
REINFORCING ON fa MSL. VA BARRIER I AND 4' MIN. COMPACT�D GRANULAR DET
AND 4' MIN. COMPACTED GRANULAR �- - -� I DETAIL
FILL. PROVIDE 1/2' SEALED EXPANSION I I FILL. PROVIDE 1/2' SEA.LFD EXPANSION
JOINT AROUND ENTIRE SLAMS PERIMETER - I i JOINT AROUND ENTIRE SLAB PERIMETER
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SAW CUT CONTROL�
I JOINTS 2'-0 I I I
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SAW GUI I
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I I WALL TYP. • 8' FOUNDATION I I I I
I I WALL _
4 I I THICKEN SLAB FOR BEARING -� 1 I �; I SAW CUT CONTROL I I SEC
AT DOOR OPENING �__ I I i I J JOINTS IN
r DROPPED ONE BLOCK--�� - L -
It I 18' -4 BATT BARS I
GOUR5E AT DOOR -WAY I 1 t
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-- SECTION
DROP FOUNDATION WALL I CONCRETE SIDEWALK I
S' FOR BEARING UNDOR I BY SITE CONCRETE
STOREFRONT ENTRANCE I i CONTRACTOR
_4. - - —8 -0' - -4' V -4 -
FOUNDATION
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FOUNDATION P
SCALE: 1/4' =V -0-
5/8'
1'-m'
5/8' OZ.S. PLYWOOD ON 2 X 4
STUDWALL • I6' O.CI EXTERIOR:
THRJ WALL FLA5HING t
2 X 4 STUDWALL • ib' O.C. WEEPHOLE is T-0' O.0
W/ 1/2' A -C PLYWOOD BOARD
W/ MARLlTE WALL FINISH BOARD 4' PROJECTED BRICK VENEER
(SEE ROOM FINISH SCHEDULE) W, 1' PROJECTING ROWLOCK COURSE
4' VINYL BASE
1/2' ANCA-IOR BOLT • 48' O.C.
MAX.
4' GONG. SLAB - 4' X 8' SLK. COURSE
ON 6 MIL, VAPOR I s
BARRIER _
12' X 8' HOLLOW GORE
4' COMPACTED -- - F 7 �- GONG. BLOCK
GRANULAR FILL I I I
I � I
I 1'2' SEALED EXPANSION .AVT.
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Lo - - -- - CONCRETE FOOTING
W (2) 104 GOVT. RE'BARS
FOUNDATION DETAIL
SCALE: .:Im
PL AN NORTL4
2 X 4 STUDWALL • 16' O.G. W 1/2' A -C PLYWC
BD. i MARL ITE WALL BOARD (A& PER RM. ;
4' VINYL BASE (AS PER F;;�` SPEC)
4' EXPANSION FELT (SEALED)
4' GONG. FLOOR SLAB
ON 6 MIL. VAPOR BARRIER
4' GRANJLAR 1=1i -L BASE ---
CONCRETE FOOT I NG -
W/ 2 04 REB ARS CONT.
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BUCK v£NLER AS PER
ALLOW2WCE THROUGH WALL
FLASHING WEEP
HOLES • 24' OG.
GRADE LINE
(SLOPE AWAY, TYPICAL)
24'X1/2' DIA. ANCI-AOR BOLT
8' X to GA'MU BLOCK
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FOUNDATION DETAIL.
SCALE: 1/2, aV-m'
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