REVISIONS
65'-8 1/2" 10'-9"
43'-11 1/2"
NOTES 5"
8'-7 3/4"
12'
11'-2"
DATE: 3/20/2014
SIDING 4 SIDES
36'
11'
4" STEP
Scale: 1/8" = 1'-0" Tabloid (11" x 17") 25K 10'-1 1/2"
10'-1 1/4"
8"
8"
4'-8"
SLOPE 1/16" PER FOOT, MIN.
25K
25K
HELICAL PIER AND ULTIMATE CAPACITY. TYP. 21'
25K
18"H X 24"W MIN. CRAWL SPACE ACCESS DOOR NOTE: ACCESS DOOR LOCATED PER BUILDER PER SITE CONDITIONS
9'-4 3/4"
9'-4 3/4"
9'-4 1/2"
9'-4 3/4" 56'-4"
8"X8" HELICAL PIER AND ULTIMATE CAPACITY. TYP. 57'
10'-5"
65'-3 1/2" 96'-8 1/2"
1. THE HELICAL PILE CONTRACTOR SHALL BE EXPERIENCED IN PERFORMING DESIGN AND CONSTRUCTION OF HELICAL PILES AND SHALL FURNISH ALL MATERIALS, LABOR, AND SUPERVISION TO PERFORM THE WORK. 2. HELICAL PILES SHALL BE INSTALLED AT THE LOCATIONS INDICATED ON THE FOUNDATION DRAWINGS. ULTIMATE LOAD CAPACITY OF INSTALLED PILES SHALL MEET OR EXCEED THE VALUES INDICATED ON THE FOUNDATION PLAN. 3. ALLOWABLE TOLERANCES -CENTERLINE OF HELICAL PILES SHALL NOT BE MORE THAN 3 INCHES FROM PLAN LOCATION. -HELICAL PLIE PLUMBMESS SHALL BE WITHIN 2 DEGREES OF DESIGN ALIGNMENT. -TOP ELEVATION OF HELICAL PILE SHALL BE WITHIN +1 INCH TO -2 INCHES OF THE DESIGN VERTICAL ELEVATION.
4. THE CONTRACTOR SHALL PROVIDE THE OWNER COPIES OF HELICAL PILE INSTALLATION RECORDS. THESE INSTALLATION RECORDS SHALL INLCUDE, BUT ARE NOT LIMMITED TO, THE FOLLOWING INFORMATION. -NAME OF PROJECT AND CONTRACTOR -NAME OF CONTRACTOR'S SUPERVISOR DURING INSTALLATION -DATE AND TIME OF INSTALLATION -NAME AND MODEL OF INSTALLATION EQUIPMENT. -TYPE OF TORQUE INDICATOR USED. -LOCATION OF HELICAL PILE BY ASSIGNED INDENTIFICATION NUMBER -ACTUAL HELICAL PILE TYPE AND CONFIGURATION - INCLUDING LEAD SECTION (NUMBER AND SIXE OF HELIX PLATES), NUMBER AND TYPE OF EXTENSIONS (MANUFACTUREER'S SKU NUMBERS) -HELICAL PILE INSTALLATIN DURATION AND OBSERVATIONS -TOTAL LENGTH OF INSTALLED HELICAL PLE -CUT-OFF ELEVATION -INCLINATION OF HELICAL PILE -INSTALLATION TORQUE AT ONE-FOOT INTERVALS FOR THE FINAL 10 FEET -COMMENTS PERTAINING TO INTERRUPTIONS, OBSTRUCTIONS, OR OTHER RELEVANT LOAD CAPACITIES 5. FOUNDATIONS ARE DESIGNED TO SUPPORT THE HOUSE, GARAGE, AND ATTACHED PORCHES WITHOUT SUPPORT FROM THE SOIL. tHE SOIL MAY SUBSIDE UNDER DRIVEWAYS, SIDEWALKS, CONCRETE PADS, AND LANDSCAPED AREAS WITHOUT INDICATING FAILURE OF THE FOUNDATION.
FOUNDATION PLAN
2 S5.0
9'-4 3/4"
9'-4 1/2"
2'
FOUNDATION PLAN
1 S5.0
9'-0 1/4"
13'
13'
18'-0 1/2"
25' 20'-5"
40K
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
7 S5.0
5 1/2"
#3 AT 18" O.C.
50K
18'-8 1/2"
7'-7 1/2"
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
SCALE: 1/8" = 1' - 0"
11'-2"
9'-11 3/4"
3'-4"
7'-1 3/4"
DETACHED GARAGE
3'-4 1/4"
2'-0 1/2"
4'-4 3/4" 8'-0 3/4"
3 s5.0
9'-0 1/4"
6 S5.0
SLOPE 1/16" PER FOOT, MIN.
8'-7"
5'-5"
8'-7 1/4"
25K
DRAWN BY: JENNY BURGER
17'-3 1/2" 8'-7 3/4" 5'-2"
36'
4'-7"
10'-4" 10'-4" 5'-2"
6'-3 1/2"
22'-4"
4'-8 3/4"
PER FOOT 9'-11 1/2"
1'-3 1/4"
25K
25K
TYP. 13'-10"
5 S.5.0
4'-1"
9'-10"
#4 AT 14" O.C.
9'-10"
3'-11"
1'-4" 4'-2 3/4"
21'
40K
11'
1/4" SLOPE
25K
6. THIS FOUNDATION DESIGN APPLIES ONLY TO THE PROJECT KNOWN AS "LOT 351 VICKERY".
25K
10'-9 3/4"
25K
4'-8" 8'-9 3/4"
5. HELICAL PIERS TO HAVE AN ULTIMATE CAPACITY OF 40K U.N.O.
17'-3 1/2"
15'-8"
4. PROVIDE FOUNDATION VENTILATION AND ACCESS DOOR AS REQUIRED BY CODE.
9'-10"
10'-10"
10'-4 1/2"
8" TYP.
3. COORDINATE WITH METHANE ABATEMENT SYSTEM DESIGNED BY OTHERS.
1
ARCHITECT'S / ENGINEER'S SEAL
25K
2. SEE ARCHITECTURAL PLANS FOR ALL INTERIOR PARTITION DIMENSIONS.
25'
10'-9 3/4"
10'-10"
1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
2X8 LET IN
11'
4'-8 1/2"
43'-3 1/2"
S1.0
REVISIONS
P.T. 2 X 11 X10 SY P ' AT 16" #2 O.C.
ARCHITECT'S / ENGINEER'S SEAL
SLOPE
DATE: 3/20/2014
SIDING 4 SIDES
4" STEP
DETACHED GARAGE
1/4 "
DRAWN BY: JENNY BURGER
PER FOOT
1
MARK FB1
SIZE 2 - 1 3/4" X 16"
LENGTH 9'
MATERIAL LVL
FB2
2 - 1 3/4" X 16"
4'
LVL
FB3
3 - 1 3/4" X 16"
11'
LVL
FB4
2 - 1 3/4" X 16"
7'
LVL
FB5
2 - 1 3/4" X 16"
4'
LVL
FB6
2 - 1 3/4" X 16"
7'
LVL
FB7
2 - 1 3/4" X 11 7/8"
25'
LVL
CB1
3 - 1 3/4" X 24"
27'
LVL
RB1
3 - 2 X 12
11'
SYP #2
RB2
3 - 1 3/4" X 11 1/4"
18'
LVL
FIRST LEVEL FLOOR FRAMING PLAN SCALE: 1/8" = 1' - 0"
BEAM SIZE
NUMBER OF 2X4 STUDS
NOTES 1. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.
2 - 2X'S
2
3 - 2X'S
3
2 - LVL
3
2. PROVIDE EXTRA JOIST UNDER WALLS PARALLEL TO JOIST FRAMING DIRECTION."
3 - LVL
4
3. DECK FLOOR WITH 3/4" T & G SHEATHING. 4. DROPPED GIRDERS TO BE 3 - 1 3/4" X 11 1/4" LVL.
FIRST LEVEL FLOOR FRAMING PLAN
STUD PACK SCHEDULE
BEAM SCHEDULE
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
Scale: 1/8" = 1'-0" Tabloid (11" x 17")
S2.0
REVISIONS
ARCHITECT'S / ENGINEER'S SEAL
NOTES 1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS
BRICK COL. ALIGNS WITH FACE OF BRICK
1'-4"
NOTE: ALIGN POST COL. ON SCREEN PORCH SO THAT FACE OF BOXED BEAM CAN WRAP THE BRICK COL. SEE ELEVATIONS
5"
FACE OF STUD BEYOND
RB1
2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O.
1
SECOND LEVEL FLOOR FRAMING PLAN SCALE: 1/8" = 1' - 0"
STUD PACK SCHEDULE
MARK FB1
SIZE 2 - 1 3/4" X 16"
LENGTH 9'
MATERIAL LVL
BEAM SIZE 2 - 2X'S
2
FB2
2 - 1 3/4" X 16"
4'
LVL
3 - 2X'S
3
FB3
3 - 1 3/4" X 16"
11'
LVL
FB4
2 - 1 3/4" X 16"
7'
LVL
FB5
2 - 1 3/4" X 16"
4'
LVL
FB6
2 - 1 3/4" X 16"
7'
LVL
FB7
2 - 1 3/4" X 11 7/8"
25'
LVL
CB1
3 - 1 3/4" X 24"
27'
LVL
RB1
3 - 2 X 12
11'
SYP #2
RB2
3 - 1 3/4" X 11 1/4"
18'
LVL
NUMBER OF 2X4 STUDS
2 - LVL
3
3 - LVL
4
NOTE: CEILING HEIGHTS FIRST FLOOR (TYP.) 10' SECOND FLOOR (TYP.) 9'
DRAWN BY: JENNY BURGER
DATE: 3/20/2014
SIDING 4 SIDES
DETACHED GARAGE
Scale: 1/8" = 1'-0" Tabloid (11" x 17")
SECOND LEVEL FLOOR FRAMING PLAN
FB2
FB3
FB6
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
BEAM SCHEDULE
FB1
FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS
FB7
FB4
FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS
FB5
5. PROVIDE EXTRA JOIST UNDER WALLS PARALLEL TO JOIST FRAMING DIRECTION.
FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS
FLOOR SUPPLIER DESIGN T SUPPORT ROOF & CEILING LOADS
4. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.
RB2
3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.
S2.1
REVISIONS
ARCHITECT'S / ENGINEER'S SEAL
BEAM SCHEDULE MARK FB1
SIZE 2 - 1 3/4" X 16"
LENGTH 9'
MATERIAL LVL
FB2
2 - 1 3/4" X 16"
4'
LVL
FB3
3 - 1 3/4" X 16"
11'
LVL
FB4
2 - 1 3/4" X 16"
7'
LVL
FB5
2 - 1 3/4" X 16"
4'
LVL
1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS
DETACHED GARAGE
2 X 8 SPF #2 X 3' AT 16" O.C.
STUD PACK SCHEDULE 2 - 2X'S
2
FB7
2 - 1 3/4" X 11 7/8"
25'
LVL
3 - 2X'S
3
2 - LVL
3
3 - LVL
4
3 - 1 3/4" X 24"
27'
LVL
RB1
3 - 2 X 12
11'
SYP #2
RB2
3 - 1 3/4" X 11 1/4"
18'
LVL
OPEN TO RAFTERS
Scale: 1/8" = 1'-0" Tabloid (11" x 17")
2 X 6 SPF #2 X 4'' AT 16 " O. C.
#2 X 2 X 8 SP F 13' A T 16 " O .C
CLG SLOPING
9' AT 2X1
2X8 9' AT SPF 16" O .C. #2 X
. #2 X 2 X 8 SP F 17' A T 12 " O .C
CLG SLOPING
6' HIGH WALL
CEILING FRAMING PLAN SCALE: 1/8" = 1' - 0"
6' KNEEWALL
3'-6"
SPF #
1
PF .C. 6S O 2 X T 16" 'A 6 X 2 # SLOPE CLG.
2X8 CLG SLOPING
6' KNEEWALL SLOPE CLG.
SLOPE CLG.
6' KNEEWALL
12"
CLG SLOPING
OPEN TO RAFTERS
SLOPE CLG.
CB1
O .C.
6' HIGH WALL
6' HIGH WALL
.
#2 X 2 X 8 SP 13' A F T 16 " O .C
.
CB1
CEILING FRAMING PLAN
LVL
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
7'
6' KNEEWALL
2 - 1 3/4" X 16"
.
NUMBER OF 2X4 STUDS
FB6
#2 X 2 X 8 SP F 17' A T 12 " O .C
BEAM SIZE
SIDING 4 SIDES
3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.
DATE: 3/20/2014
2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O.
DRAWN BY: JENNY BURGER
NOTES
S3.0
REVISIONS
ARCHITECT'S / ENGINEER'S SEAL
BEAM SCHEDULE
25'
LVL
CB1
3 - 1 3/4" X 24"
27'
LVL
RB1
3 - 2 X 12
11'
SYP #2
RB2
3 - 1 3/4" X 11 1/4"
18'
LVL
2
PF X6S
16" O
.C.
2X8 SYP #2 X 8'
10' #2 X SPF . 2 X 6 16" O.C AT
2X6
# SPF
16 0' AT 2X2
2X8 SYP #2 X 16' 10 #2 X SPF . 2 X 6 16" O.C AT
" O.C
.
2X8 SYP #2 X 16'
'
# SPF
2
16" O
.C.
16" O
2X6
1
ROOF FRAMING PLAN SCALE: 1/8" = 1' - 0"
2X8 SYP #2 X 16'
SLOPE CLG.
STUD PACK SCHEDULE BEAM SIZE
NOTES
6' KNEEWALL
21' #2 X . SPF 2 X 6 16" O.C AT
7' AT 2X1
.
SPF #
" O.C
SPF #
2X
T 16 20' A
SLOPE CLG.
21 #2 X SPF . 2 X 6 16" O.C AT
2X6
5' AT 2X1 SPF #
# SPF
2X1
5' AT
2X6
2X6
DOUBLE
12" O
.C.
2-2X8 SPF #2
DOUBLE
2X6 SP AT 1 F #2 X 1 6" O 3' .C.
12" O
2X8 SYP #2 X 3'
DOUBLE
.C.
.C.
2X6
' AT X 20
2 X 6 SPF #2 X 11' AT 16" O.C.
NUMBER OF 2X4 STUDS
2 - 2X'S
2
3 - 2X'S
3
1. DECK ROOF WITH 7/16" APA RATED 24/16 SHEATHING.
2 - LVL
3
2. SEE CEILING FRAMING PLAN FOR HEADER DESIGNATIONS.
3 - LVL
4
'
6' KNEEWALL
DRAWN BY: JENNY BURGER
2 - 1 3/4" X 11 7/8"
' AT
DATE: 3/20/2014
FB7
29 #2 X
Scale: 1/8" = 1'-0" Tabloid (11" x 17")
ROOF FRAMING PLAN
LVL
SIDING 4 SIDES
7'
DETACHED GARAGE
2 - 1 3/4" X 16"
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
FB6
2 - 2X8 SPF #2
6' KNEEWALL
LVL
6' KNEEWALL
4'
.C.
LVL
16" O
7'
2 - 1 3/4" X 16"
5' AT
2 - 1 3/4" X 16"
FB5
2X1
FB4
SPF #
LVL
2X6
11'
2X6 SP AT 1 F #2 X 1 6" O 5 .C. '
LVL
.C.
4'
3 - 1 3/4" X 16"
16" O
2 - 1 3/4" X 16"
FB3
7' AT
FB2
2 X 6 SPF #2 X 15' AT 16" O.C.
OVERBUILD
2X1
MATERIAL LVL
SPF #
LENGTH 9'
2X6
SIZE 2 - 1 3/4" X 16"
2X6 SP AT 1 F #2 X 1 6" O 3 .C. '
MARK FB1
S4.0