HomeMy WebLinkAboutCottage Foundation Plans15'-10" 5'-4" 10'-5' 27'-8"
I !i~--I~ 15'-10" ,, . 13'-10"
C1
L_/ -
4" CONC B ON GRADE
w/ 6x6 - W1.4xWl.4 WWF
¢" CONC. S,O.G.
F26
2-UNRE,NPO&" {' t %MGRAWLSP^OE
\Cl
F26 F26
4" CONC. S.O.G.
FOOTING
AS REQ'D.
F18.10 (-4.00')
·
16'-4"
14'-7"
STEP FOOTING
AS REQ'D,
24'-4"
FOUNDATION PLAN-HERMITAGE RANCH
SCALE: 1/8"=1'-0"
19'-5"
12'-6"
22'-5"
C1
F26
F1B.IO
C1
Cl Cl
ON GRAIE
6x6 - Wl.4xW1.4 WVCF !
OR FIBERMESH /
SLAB
F26 g
C1
F2§
F26
.Cl F26
F26
4" CONC, S,O.O.
FOOTING
AS REQ'D,
FI8.10 Fl&lO (-4,00')
ms k
12'
4" CONG. ;, STEP FOOTING
AS REQ'D.
12'-8" 6'-0 5/8" 21'-5 3/8"
FOUNDATION PLAN-HERMITAGE II RANCH
SCALE: 1/B'=1'-0"
TDS Fl8.10
4" CONC. S.O,G.
4" CONCRETE SLAB ON GRADE
w/ 6x6 - Wl.4xWl,4 WWF
OR FIBERMESH
10'
(2" UNREINFORCED SLAB 0 CRAWLSPACE)
FrFrFrFrFrFrFrFrFrF~
10' 9'
4" CONC
FOOLING
AS REQ'C
4-" CONC. S.O.O,
F184C (-4 00')
6' 6' TDS,, ·
12' 17' $1'-1" I1'
FOUNDATION PLAN-OYSTER PONDS RANCH
SCALE:
C1
F26
Cl
F26
F26
TDS
12'
F18.10
4" CONCREt~ SLAB ON GRADE
w/ 6x6 ~ Wl.4xWl,4 WWF
OR FIBERMESB
C1
F26
F26
F18.10
4" CONC. S.O.G.
AS REQ'D,
FIB.10
4" CONC.
FOOTING
AS REQ'D,
FOUNDATION PLAN-CORCHAUG RANCH
SCALE: 1/8"=f-0"
STEP FTG.~
AS REQD, ~
17_'
STEP Fl'G, \
AS REQD. ~
F18 1_.0 ~4~.00~ __ _~ ~ ~
1/_
ALTERNATE PARTIAL FOUNDATION PLAN
OYSTER PONDS RANCH
SCALE: 1/8" = 1'-0"
1) THIS ALTERNATE PARTIAL FOUNDATION PLAN WAS GENERATED BASED ON
INFORMATION FROM A'vlS AMERICA DRAWING NO. g573 Q-2 AND
2) "mS" INDICATES TURNED DOWN SLAB, SEE TYPICAL DETAIL.
19'-7"
20'
2' 6'-5" 2'
F18.10
4" CONG. S.OmG. ~
ALTERNATE PARTIAL FOUNDATION PLAN
CORCHAUG RANCH
SCALE: 1/8" = 1'-0"
NO~_$;
1) THIS ALTERNATE PARTIAL FOUNDATION PLAN WAS GENERATED BASED ON
~NFORMATION FROM A~IS AMERICA DRAWING NO. 9576 Q-2 AND
2) "TDS" INDICATES TURNED DOWN SLAB, SEE TYPICAL DETAIL
F18.10
_4" CONCRETE SLAB ON GRADE
w/ 6x6 - Wl.4xWl.4 WWF
OR FIBERMESH
1
TYPICAL DILCO DOOR FOUNDATION PLAN
SCALE: 1/8'=1'-0"
NOTES,
1) THESE FOUNDATION PLANS WERE GENERATED BASED ON INFORMATION FROM
AVIS AMERICA DWG, NO,S; 957~, 9§7~., 9575 AND 9576 Q-3 DAI~D 12/1/00,
2) ( ) INDICATES BOTTOM OF FOOTING ELEVATIONS RELATIVE TO TOP OF
FOUNDA110N WALL,
3) "TDS" INDICATES TURNED DOWN SLAB, SEE TYPICAL DETAIL.
?-..,~E?-.KE D
FOUNDATION
PLAN5
PLAN FOR
SLAB THICKNESS
GENERAL NOTES
BLDG. STRUCTURE
FINISHED BY OTHERS FOUNDATIONS
GRADE 1. PERFORM ALL SITE PREPARATION AND EXCAVATION WORK IN STRICT ACCORDANCE WITH
2. EXCAVATE TUE BUILDING SITE TO THE DEPTH AND EXTENT INDICATED IN THE SOILS
REPORT.To BACKFILLING.ALL SUBGRADES SHALL BE ARPRO~D
ENCASE STEEL w/ MIN. ~" OF COMPACTED FILL CAPABLE OF SAFELY SUPPOR~NG 3000 PSF.
3000 psi CONCRE~ AFar ? COLUMN · FOO~NG 4. BOSOM OF ALL FOO~NGS MUST BE INSPEC~D AND ARPRO~D BY A REGIS~RED SOILS
S~EL IS EREC~D. 1,_~. ENGINEER BEFORE PLACING ANY CONCRE~. APPROVAL IN ~I~NG MUST INDICA~ THE SOL
~ 20~ EMBEDMENT ~ ~i~
T.O. S~B ELEV. ~ I --
~ ~A~ MATCH FOO~NG RBNF. 2. ALL CONCRETE WORK SHA~ COMPLY W]~ ~E REQUIREMENTS
[ [ .,, ~, SEE PLAN/SCHEDU~ FOR -SEE PLAN OP~ONAL FOO~NG CODE (ACl 318), THE ACI DETAILING MANUAL (ACl 315), AND THE SPECIFICATIONS FOR
3.] -~ ~' FOO~NG SIZE, ~ REINS. FOR E~VATION CONFIGURATION S~UC~EAL CONCRE~ FOR BUILDINGS (ACI 301).
-SEE PLAN/SCHEDULE FOE ANCHOR ? 3/Gx4xO'-lO" 3. ALL REINFORCING S~EL SHALL BE MANUFAC~RED FROM HIGH STRENG~ BILLET S~
CONFORMING TO ASTM DESIGNATION A615 GRADE 60. W~ SHALL COMPLY ~ AS~ A185.
FOO~NG SIZE, & REINF. ~ERE NORMAL EMBEDMENT IS
.OT~OSS,~ TYPICAL STEPPED FOOTINg DETAIL
TYPIC~%BAS~MENT WALL FOOTIN~ DETAI~ TYPICA~ COLUMN FOOTINg DETAI~ ~
1, ALL STRUC~RAL STEEL SHALL BE FABRICATED AN8
~A~ST AISC CODE. ALL S~EL PIPE SEC~ONS SHALL
S GRADE B, A~ STEEL SHA~ HA~ A SHOP COAT OF RUST INHIBI~ PAINT.
ORIENT ALL MI~ CA,BEE UPWARD DURING FABRICA~ON AND EEEC~ON. A~ S~EL SHALL
· OROUGHLY CLEANED IN ACCORDANCE ~ SSPC-SP3 PRIOR TO PNN~NO,
BLDG. STRUCTURE 2. A~ SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS CER~FIEB, AS
FINISHED ~ } BY OmERS DESCRIBED IN "A~ERICAN ~ING SOClE~S STANDARD QUAUFICA~ON PROCEDURE", AWS
;EAR 'ARIE ;~ ~ ENCASE $EEL w/ MIN. 5" OF ~ ~ COLUMN ~ FOO~N6 B1J, TO PERFORM ~E ~PE OF WORK REQUIRED,
3000 psi CONCRE~ AFaR ~
I~''~''~' ~ ~ InJl ~ISOLA'ONJOINT FInISHED GRADE
2" SLAB = (SEE PLAN) I ~ ~ [1;I ~ SEE PLAN FOR
~ ~ ~ ~1/4" LEVELING . {
~ ~ ~.o. sL*8 ~ ~ ~ ~lA~ ~(SEE PLAR)
~ B C 3NC, ~ ~ I
x 2'-0" CON~NUOUS
~ER[ NORMAL EMBEDMENT IS ~ ~
tYPiCAL CRAWL SPaCe WAll FOOtiNg DEtaiL tYPICaL CRAWL SPACE COLUmn FOOtiNg DETAIL PiCal TurNed DOW Sla Detail
COMPONENT
SLAB CONSOL ~ CONS~UCTIONI ROOF ~ INSULA~ON
NOTE.' CONTROL JOINTS/CONSTRUCllON JOINTS
SHALL CREATE PANB_S OF 400 SQ. FEET
(MAXIMUM)
1 1/2" DEEP SAWCUT WITUIN
24 HOURS OF POUR
(DO NOT INTERRUPT MESH)
CON]~O~ JOINT
DETAILS
JOINT PATTERN (SEE TYP. SLAB
ON GRADE DETAILS)
PAPER JOINT
METAL KEY-FORM BY KEYKOLD
]NC. OR EQUAL (INTERRUPT
MESH AT JOINT)
CONSTRUCTION JOINT
TYPICAL SLAB ON GRADE
INTERIOR COLUMN
TYPICAL ISOLATION JOINT
DETAIL
WOOD FRAMING
COLLATERAL
TOTAL DEAD LOAD
TOTAL LIVE LOAD
TOTAL LOAD
<] ¢)LUMF] %CHEDULE
MARK SIZEDARE PLATE (AS6) A.B. (A56)
Cl 3.500 ¢ x 7.58# 3/4 x 9 x 0'-9" (2) 3/4" ¢
FOOTING
MARK SiZE REINFORCING',
F18.10 1'-8" W x 10" H. (CONT (2) #4. LWB
F26 2'-6" x 2'-B" x 10" (3) #4. EWB
NEW YORK STATE DESIGN LOAD SCHEDULE
(REFERENCE NY STATE BUILDING CODE, PART 803, REUSED OCT. 95)
~ND LOAD
COMPONENT PRESSURE
WALLS
15 ps~
REFERENCE
PART 803.4, TABLE V-803
EAVES & CORNICES 30 psf PART 803.4, TABLE V-803
CHIMNEYS 26 psf PART 803.4, TABLE V-B03
ROOF - DOWNWARD 5 psf
14 psf
ROOF - UPWARD
PART 803.4, TABLE ~-803
PART 803.4, TABLE Vl-803
SNOW LOAD
COMPONENT MINIMUM PRESSURE REFERENCE
FLAT ROOF 30 psf PART 803.3
7:12 SLOPE 20 psf PART 803.10
GNECK,~D B¥~
FOUNDATION
DETAIL5