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4" CONCRETE SLAB
WITH FIBERMESH
REINFORCING
0
_' 4" DRAINAGE
�' F I L L
APPROVED
TYPE FILL �� i v o
—�- -�--- -� —
i �; i CONC. FOOT I NG
° ° i WITH 2-tt5 BARS �
, :.:. e •. . i CONT.
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1'-q��
S E C T I 0 N �
SCALE� 3/4" = i'-0" A_ � �
= PIER AND
° PAD BEYOND
24"
tt5 HOOKS AT „
4'-0" 0. C. � �12
GROUT TOP BLOCK
SOLID AT HOOKS
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8" CONC. BLOCK �,
FOUNDATION WALL
8 3�8 �� A T
35/e�-� .3 , t'-p��
4 3�8 �� A
PLUMBING CHASE 3A
35/8° CONC.
BLOCK
SEALED �/z"
EXPANSION JOINT
4" CONCRETE SLAB
WITH FIBERMESH
REINFORCING
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4" DRAINAGE
FILL
APPROVED
TYPE FILL
4" TYPICAL
75/8" CONC.
BLOCK
HORIZONTAL WALL
REINFORCING EVERY
TWO BLOCK COURSES
FACE BRICK
FLASHING ao
N
115�g° CONC.
BLOCK
FOUNDATION
WALL
� d ° CONC. FOOT I NG
o. WITH 5-tt5 BARS o
° CONT. AT 3 -'
p � p � �� V:. �. ^
� CONC. FOOT I NG
WITH 4-#5 BARS
1'_8" CONT. AT 3A
S E C T I 0 N 3 3A
SCALE: 3/4" = 1'-0" A' � A_ �
R 0 0 F F R A M I N G P L A N
SCALE� 1 /4 = 1 -0
NOTE� ALL FRAMING LUMBER IS TO BE tt2 SOUTHERN PINE
OR BETTER.
NOTE� ALL ExTERioR waLLS r0 BE 10'-8" HIGH wiTH BOND BEAM.
BOND BEAM IS CONTINUOUS WITH 2-tt4 CONTINUOUS REBAR.
7 5�8 n
SEALED '/z"
EXPAKSION JOINT
4° CONCRETE SLAB
WITH FIBERMESH
REINFORCING �
4" DRAINAGE
FILL ---._
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v e .
8" CONC. BLOCK
WALL WITH HORIZONTAL
WALL REINFORCING
EVERY 2 BLOCK
COURSES
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, o
- e � CONC. F UO i I NG
' ° WITH 2-tt5 BARS �
: , . . CONT.
1'-4'
S E C T I 0 N 2
SCALE� 3/4" = 1'-0" Q- �
SPECIAL CENERAL NOTES '
i. THE Or��rir�C INDIC�TES THE GENER�L KOPE Oi TME PR0.IECT IM TERMS
OF �IKN�TECtU1�L pESiGM CpKEPT. iNE Di�ErrSidK OF Tl1E BUiID�NG,
TNE MfJON �NCMITECTlINl1L ELEMEN75 uq TNE TY►E OF 571111CTUML,
1ECN�NIC�L 1M0 ELECTPiC�L S7S?ENS. �S SCOPE DOCUEMTS TME DN�YiMCS
DO !qT wECESSIJtiLY IM�C�TE OR DESCRiOE LLL rORrt IEOUiRED iM iUll
PERfOiW�NCE UD CpNLE71p1 Of TXE PEOUINEIEMTS OF 7ME COMSTRUC71p1
DOCUIEMTS OM TNE E�SIS Oi TNE GEMEW. LCOVE �NDICATEO OM DESCRi�0.
TNE TN4DE COMTRICTORS SM1LL FURNISX 4L ITEMS REW�RED Fdt T11E
PROPEP EtECUtION IJO CdiLE710N Oi TME rpRR,
1. TNE lD.♦ REOUIRElEMiS �WE NON-SPECIFIC IN 14M �REIS �MD �NE
� CIVIL PILMTf L�Y IJA MOT � CODE. LLTIILLTELT IUN� SPE:IfICS YiLL
BE ClaplilEO !Y LITIWTIOM. TME 1R�IIITEtTS DO I10T Y�RPUIT COWl�u10E
YITN TME �.0./� REWIREIIEMTS. HOYEVEP 615ED ON OlN UMDERS1UDilIG
Of TNE LU./. REOUIIIEIEXTS �11p GUIDELIM[S IT IS O(A �INlpll TN�T
TNESE PL�MS SEEM TO EE IM COIPII�NCE YITM iNE L�V.
J. LLL YOR[ OM TNIS VRQIECT MUST C01Plt YITN LLL Ci1itREMT IOC.LL. STITE,
uM IUTIp4l CODES /iML�[�BLE.
�. VERIFY LLL EXIS�Ip� CUOITIp115 PRIpR 10 TME ST�RT OF [O�STRUCTIdI
Ul� MOTIF7 TME �NCMITECT IMIEDI�TELY OF UR CONFLICTS Paidl TO
PROCEED I MG v i TN YOalc.
,
FRAMING PLAN NOTES�
Oj 8" X 8" X 4'-0 1/2" PRECAST CONCRETE LINTEL WITH 8" OF BEARING
AT EACH END. FILL BLOCK WAL� SOLID WITH GROUT BELOW BEARING.
O8" X 8" X 4'-8" PRECAST CONCRETE LINTEL WITH 8" OF BEARING
AT EACH END. FILL BLOCK WALL SOLID WITH GROUT BELOW BEARING.
PROVIDE 4" X 3 1/2" X 3/8" STEEL ANGLE LINTEL.
O8" X 8" X 4'-4" PRECAST CONCRETE LINTEL WITH 8" OF BEARING
AT EACH END. FILL BLOCK WALL SOLID WITH GROUT BELOW BEARING.
PROVIDE 4" X 3 1/2" X 3/8" STEEL ANGLE LINTEL.
Oq CONTINUOUS 4- 2 X 12 HEADER W/ 2 X 8 PLATE ON TOP WITH SLPICES CENTERED
ON BEARING POINTS. FILL BLOCK WALL SOLID WITH GROUT BELOW ALL BEARING POINTS.
GLUE AND NAIL.
O3- 2 X 12 PORCH HEADER. GLUE AND NAIL.
O4" X 3 1/2" X 3/8" STEEL ANGLE LINTEL WITH 8" OF BEARING
AT EACH END.
O3- 2 X 12 HEADER W/ 2 X 8 PLATE ON TOP WITH 4" OF BEARING
AT EACH END. FILL BLOCK WALL SOLID WITH GROUT BELOW BEARING.
THIS HEADER IS REOUIRED FOR OPTIONAL TRUSS FRAMING ONLY.
NOTE� ALL PRECAST CONCRETE LINTELS MIN. LOAD CAPACITY OF 600tt/FOOT
GENERAL FOUNDATION DESIGN NOTES�
1. ALL CONCRETE SHALL BE STONE/GRAVEL AGGREGATE CONCRETE
HAVING A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
AS NOTED BELOW
FOOT I NGS, WALLS, P I ERS, TO BE 3, 000 PS I.
INTERIOR SLABS ON GRADE TO BE 3,000 PSI.
GRADE BEAMS AND SUPPORT COLUMNS 4,000 PSI.
EXTER I OR SLABS. AND CURBS TO BE 4, 000 PS I.
(PROVIDE AIR ENTRAINMENT FOR EXTERIOR CONCRETE)
2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60,
UNLESS OTHERWISE NOTED. ALL REINFORCING MESH SHALL CONFORM
TO ASTM A185.
3. ALL WALL FOOTINGS AND COLUMN PADS ARE DESIGNED TO BEAR ON
UNDISTURBED SOIL OR COMPACTED FILL HAVING AN ALLOWABLE BEARING
CAPAC I TY OF 2, 000 PSF.
4. PROVIDE HORIZONTAL WALL REINFORCING IN ALL BLOCK
WALLS EVERY TWO BLOCK COURSES. THIS WALL
REINFORCING SHALL TERMINATE AT CONCRETE PIERS. PROVIDE
DOVETAIL SLOTS AND ANCHORS. SEE DETAIL ON SHEET S-3.
5. PROVIDE EXPANSION STRIP FULL DEPTH OF SLAB AT ALL
INTERSECTIONS OF FLOOR SI.ABS WITH VERTICAL SURFACES, BOTH
INTERIOR AND EXTERIOR.
6. INTERIOR AND EXTERIOR BACKFILLING SHALL BE ACCOMPLISHED
SIMULTANEOUSLY.
7. CONTRACTOR IS TO EMPLOY A SOIL TESTING FIRM TO INSPECT AND
TEST THE SOIL AT THE EXCAVATED SITE, PRIOR TO PLACEMENT OF
CONCRETE FOOTINGS. ALL COMPACTED FILL IS TO BE TESTED BY
A SOILS ENGINEER. SOIL PREPARATION IS TO FOLLOW THE
RECOMMENDATIONS OF THE SOILS REPORT.
8. REV I EW ALL DRAW I NGS ( ARCH I TECTURAL, PLUMB I NG, H. V. A. C. AND STRUCTURAL )
CONCERNING ALL SLEEVES, OUTLETS, BOXES, ANCHOR VENTS, OPENINGS ECT.
THAT MAY BE REOUIRED. EACH RESPECTIVE TRADE IS RESPONSIBLE FOR
FOR PROVIDING AND INSTALLiNG THESE ITEMS.
67'-q"
F 0 U N D A T I 0 N P L A N
SCALE� 1/4 = 1 -0
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DATE ISSUED
MARCH 18, 1993
REVISED
SHEET NUMBER
N0. A-1
OF 4