24013, Vertical, Old Tavern-Layout Simple Storage
CONSTRUCTION NOTES BUILDING INFORMATION
GENERAL NOTES: 1. ALL DESIGN, MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (VIRGINIA IRC 2012)
GROUND SNOW LOAD
WIND SPEED (MPH)
SEISMIC DESIGN CATEGORY
20
90
A
4. THE BUILDER SHALL HIRE A PROFESSIONAL ENGINEER TO PROVIDE A SOILS REPORT, INCLUDING BORING RESULTS OF SAMPLES TAKEN ON THE BUILDING LOT. WHEN EXPANSIVE SOIL AT ANY EXTENT, OR OTHER SOIL ABNORMALITIES THAT WOULD AFFECT THE STABILITY OF THE STRUCTURE AS BE DETERMINED, THE ENGINEER SHALL DESIGN ALL FOOTINGS AND BASEMENT WALLS. 5. THE BUILDER SHALL COORDINATE ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORK WITH THE STRUCTURAL CONTRACT DRAWINGS. 6. THE BUILDER SHALL DETERMINE AND VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 7. THE BUILDER SHALL DETERMINE AND VERIFY ALL SITE CONDITIONS AND FIELD VERIFYING DIMENSIONS BEFORE THE COMMENCEMENT OF WORK. THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES OR DEVIATIONS FROM THE DRAWINGS. 8. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS. 9. THE BUILDER SHALL PROVIDE ALL SHORING, BRACING, AND TEMPORARY SYSTEMS REQUIRED TO STABILIZE AND PROTECT EXISTING STRUCTURES AND SYSTEMS DURING THE COURSE OF CONSTRUCTION.
SINGLE FAMILY SUBJECT TO DAMAGE FROM Weathering
Frost line depth
Termite
ICE BARRIER UNDERLAYMENT REQUIRED
SEVERE
24
MOD-HVY
YES
DESIGN LOADS FLOOR LOADS ALL ROOMS EXCEPT THOSE USED FOR SLEEPING AREAS AND ATTIC FLOORS ALL ROOMS USED FOR SLEEPING AREAS AND ATTIC FLOORS CEILING LOADS
11. CUSTOM HOMES / ADDITIONS AND THEIR WORKING DRAWINGS SHOULD BE CONSIDERED EQUIVALENT TO "PROTOTYPE" MANUFACTURING AND AS SUCH THERE MAY BE SOME FIELD ADJUSTMENTS NEEDED. 12. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE PLUMB, SQUARE & LEVEL. THE BUILDER SHALL AT THEIR EXPENSE REPAIR, REPLACE OR REBUILD ANY PORTION OF THE CONSTRUCTION THAT DOES NOT MEET THE ABOVE STANDARD.
3. FOOTINGS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ALLOWABLE BEARING PRESSURE OF 1500 PSF. VERIFY SOIL CAPACITY BEFORE BEGINNING ANY WORK. 4. NORMAL-WEIGHT CONCRETE WITH PORTLAND CEMENT, TYPE I, OR TYPE IIA (AIR- ENTRAINING), OR TYPE II WITH THE ADDITION OF AIR-ENTRAINING ADMIXTURE. 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI FOUNDATION NOTES:
10 P.S.F.
L / 360
30 P.S.F.
10 P.S.F.
L / 360
20 P.S.F.
10 P.S.F.
L / 240
20 P.S.F.
10 P.S.F.
L / 180
20 P.S.F.
10 P.S.F.
L / 240
40 P.S.F.
10 P.S.F.
L / 360
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
TRUSS DESIGN CRITERIA WIND
HEIGHT
EXPOSURE CLASS
90 MPH
25'
B
INSULATION R-VALUES ELEMENT
NEW HOMES , ADDITIONS
SUNROOMS
CEILINGS
R-38
R-38
WALLS (WOOD FRAMED)
R-15 (2 X 4) / R-19 (2 X 6)
R-15 (2 X 4) / R-19 (2 X 6)
FLOORS (WOOD FRAMED)
R-19 / R-38 @ CANTILEVER
R-19
SLAB ON GRADE
R-10
R-10
CONDITIONED CRAWL SPACE WALLS
R-10 / R-13(2)
U-FACTORS
1. MORTAR SHALL BE TYPE M OR S. CONCRETE SLAB NOTES: 1. CONCRETE USED IN GARAGE SLABS AND ALL EXTERIOR CONCRETE WORK SHALL BE 3500 PSI AIR ENTRAINED.
40 P.S.F.
WINDOWS / DOORS
0.35
0.50
SKYLIGHTS
0.60
0.75
LUMBER ,ENGINEERED PRODUCTS AND STEEL GRADES NOTES:
2. LUMBER FOR 2 X 4 AND 2 X 6 STUDS SHALL BE STUD GRADE SPRUCE-PINE-FIR, OR EQUAL, UNLESS NOTED OTHERWISE. (UNO)
OUTSIDE
(2) 9-1/2" LVL (NJ2)
3. LUMBER FOR 2 X 4 AND 2 X 6 WALL PLATES SHALL BE SPRUCE-PINE-FIR #2 OR BETTER, UNLESS NOTED OTHERWISE. (UNO) 4. LAMINATED VENEER LUMBER (LVL) SHALL BE 1-3/4" WIDE, 1.9 E MIN.
6. STEEL BEAMS SHALL BE ASTM A992-50
NUMBER OF JACKS EACH SIDE UNDER HEADER
6/0 X 6/8 15 LITE HINGE PATIO
NUMBER OF PIECES 5. STEEL PLATES AND ANGLES SHALL BE ASTM A36
OLD TAVERN
1. LUMBER FOR ALL BEAMS, HEADERS, JOIST, AND RAFTERS SHALL BE SOUTHERN PINE NO. 2, OR EQUAL, UNLESS NOTED OTHERWISE. (UNO)
HEADER SIZE HEIGHT FEET / INCHES
DOOR TYPE
STRUCTURAL WOOD FRAMING NOTES: 1. ALL BEAMS AND GIRDER TRUSS SHALL BE SUPPORTED BY A MINIMUM OF (3) STUDS AT EACH END OF BEAM IF NOT DESIGNATED ON THE PLANS. SUPPORT TO BE CONTINUOUS TO FOUNDATION OR OTHER SUPPORT BELOW. 2. FLITCH PLATE BEAMS WITH (1) ONE PIECE OF STEEL SHALL BE SANDWICHED BETWEEN (2) PIECES OF LUMBER. WHEN TWO (2) PIECES OF PLATE ARE CALLED FOR THE PLACEMENT SHALL BE "LUMBER, STEEL PLATE, LUMBER,STEEL PLATE, LUMBER. EACH PIECE OF LUMBER AND STEEL SHALL BE CONTINUOUS FOR THE ENTIRE SPAN. THE BEAM SHALL BE THROUGH BOLTED WITH 1/2" DIAMETER BOLTS IN TWO ROWS, STAGGERED AT 16" ON CENTER,WITH TWO BOLTS AT EACH END.
WIDTH FEET / INCHES DIMENSION TO CENTERLINE OF UNIT
GLASS PATTERN
EXTERIOR DOOR INFORMATION
FLOOR FRAMING NOTES:
PERMIT PLAN
1. BLOCKING UNDER ALL BEAM ENDS AND GIRDER TRUSS BEARING POINTS. 2. 2 X JOIST (SOLID SAWN LUMBER) a. PROVIDE DOUBLE JOIST OR BLOCKING UNDER ALL PARALLEL PARTITIONS. b. PROVIDE PRESSURE TREATED BAND AT ALL STOOPS, PORCHES AND DECKS. 3. I-JOIST a. PROVIDE BLOCKING PANELS OR SOLID BLOCKING AT UNDER ALL BEARING WALLS. b. ALWAYS USE AND FOLLOW THE JOIST MANUFACTURERS INSTALLATION INSTRUCTIONS AND DETAILS. c. VERIFY THE I-JOIST ARE OF THE SAME MANUFACTURER, SIZE, AND TYPE AS DESIGNATED ON THE FLOOR FRAMING PLANS BEFORE STARTING FLOOR FRAMING. WALL FRAMING NOTES: 1. ALL EXTERIOR WALLS ARE 4" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). THE WALL IS COMPOSED OF A 3-1/2" STUD + 1/2" WALL SHEATHING. WHEN A 6" WALL IS NOTED THE WALL IS COMPOSED OF A 5-1/2" STUD + 1/2" WALL SHEATHING. 2. ALL INTERIOR WALLS ARE 3-1/2" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). 3. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF LESS THAN 4'-0" SHALL BE 2 X 10 UNLESS NOTED OTHERWISE (UNO). 4. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF 4'-0" OR GREATER ARE NOTED ON PLANS AT EACH OPENING. SHOULD A HEADER NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR HEADER SIZING.
OUTSIDE
TRUSS ROOF 1. THE MANUFACTURER OF THE PRE-ENGINEERED WOOD TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST OF ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED BELOW AS 2(B) SHALL BE PROVIDED TO SD & D DESIGNS FOR REVIEW AND APPROVAL PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED OR FABRICATED. 2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS FOR ALL TRUSSES; (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCER'S AND OR CONNECTORS AS NEEDED FOR ALL TRUSS SUPPLIED.
NUMBER OF JACKS EACH SIDE UNDER HEADER
NUMBER OF PIECES HEADER SIZE HEIGHT FEET / INCHES
SQUARE FOOTAGE
NUMBER OF UNITS WIDE
WIDTH FEET / INCHES
REVISED 10/25/2016
TYPE OF WINDOW
1ST FLOOR
DIMENSION TO CENTERLINE OF UNIT
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
WINDOW INFORMATION
NUMBER OF PIECES
5. THE NUMBER JACKS UNDER HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE (UNO). UP TO 3'-6" OPENING (1) ONE JACK EACH SIDE OF HEADER OVER 3'-6" TO 6'-0" (2) JACKS EACH SIDE OF OPENING. 6'-0" AND OVER THE NUMBER OF JACKS WILL BE DENOTED ON THE PLANS. SHOULD THE JACKS NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR THE JACK REQUIREMENTS. ROOF FRAMING NOTES:
RELEASED FOR CONSTRUCTION
(2) 2 X 12 (NJ2)
2/8 X 5/2 D/H TWIN
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN DATE PRINTED: 11/23/2016
2. ALL CONTINUOUS FOOTING SHALL HAVE 2 ROWS #4 REINFORCING BARS UNLESS NOTED OTHERWISE.
MAX DEFLECTION
THE DESIGN GUY
SUPPORTING GYPSUM CEILING LIGHT ROOF COVERING
FOOTING NOTES: 1. ENGINEERS FOOTING DESIGNS BASED ON THE SOIL REPORT SHALL OVERRIDE THE FOOTING SIZES AND STEEL REINFORCING SHOWN ON THESE PLANS.
DEAD
THIS PLAN SET COPYRIGHT BY
ROOF LOADS NO FINISHED CEILING LIGHT ROOF COVERING
DECK LOADS 10. THESE DRAWINGS ARE CREATED TO PROVIDE DESIGN INTENT ONLY. THESE PLANS ARE NOT INTENDED TO SHOW EVERY DETAIL OR PROVIDE ALL THE INFORMATION REQUIRED TO COMPLETE THE CONSTRUCTION OF THIS PROJECT. MUCH OF THE DETAIL INFORMATION SHOULD BE DETERMINED BY THE OWNER AND THE BUILDER JOINTLY.
LIVE
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
3. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL LOCAL BUILDING CODES.
BUILDING CLASSIFICATION
VIRGINIA IRC 2012
THIS PLAN HAS BEEN LICENSED TO:
2. THE BUILDER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL DIMENSIONS AND DETAILS BEFORE STARTING WORK.
BUILDING CODE:
HEADER SIZE (2) 2X6 4/0 DD
WIDTH FEET/INCHES
12" TRANSOM ABOVE
DOOR TYPE OTHER INFORMATION
INTERIOR DOOR INFORMATION STRUCTURAL NOTE
11.3
THE NUMBER IS POUNDS IN KIPS 11300 POUNDS 1 KIP = 1000 LBS
PAGE # 1 2 3 4 5 6 7
LAYOUT PAGES TITLE PROJECT INFORMATION ELEVATIONS FOUNDATION MAIN LIVING LEVEL & DECK DETAILS ROOF PLAN & TYPICAL SECTIONS SECTIONS BWP LAYOUTS & CALCS
DATE: 11/23/2016 SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013
PROJECT INFORMATION
PAGE 1 of 7
12 33.69°
8
9'-1 1/2"
7'-0"
WINDOW HDR
CEILING
12
12
4 18.43
1ST FLOOR
18.43 4
THIS PLAN SET COPYRIGHT BY
THE DESIGN GUY
REAR ELEVATION SCALE 1/8" = 1 FT
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
LEFT ELEVATION THIS PLAN HAS BEEN LICENSED TO:
SCALE = 1/8 IN = 1 FT
12 8
12 18.43 4
OLD TAVERN
RIGHT ELEVATION SCALE 1/8" = 1FT
DATE PRINTED: 11/23/2016
RIDGE VENT (TYP)
PERMIT PLAN SHAKE SIDING
RELEASED FOR CONSTRUCTION
12
12
45°
45°
CEILING
12
12
SQUARE FOOTAGE 18 X 24 FALSE VENT
2/0 X 4/2
8'-1 1/2"
WINDOW HDR
REVISED 10/25/2016
SHAKE SIDING 6'-8"
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
2ND FLOOR
HORIZONTAL SIDING
BOARD & BATTEN
9'-1 1/2"
7'-0"
CEILING
WINDOW HDR
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
33.69°
DATE: 11/23/2016
BOARD & BATTEN SHUTTERS 1ST FLOOR
SCALE: 1/4" = 1'
NOTED ON PLAN
BY: K.A.L. GUARD / HANDRAILS ONLY IF REQUIRED PER GRADE
GRADE
PLAN #: 24013
ELEVATIONS
FRONT ELEVATION SCALE = 1/4 in = 1 ft
PAGE 2 of 7
BC6 CAP
LOAD CAPACITY
LABEL
1500#
12'x12"x10"
NONE
F16
2600#
16'x16"x10"
#4 @ 10" EW
F24
6000#
24"x24"x10"
#4 @ 8" EW
F30
9300#
30"x30x10"
#4 @ 7" EW
F34
10000#
34"x34"x12"
#4 @ 7" EW
F36
12000#
36"x36"x12"
#4 @ 7" EW
JOISTS
F42
16000#
42"x42"x12"
#4 @ 7" EW
BLOCKING
F48
21000#
48"x48"x12"
(4)#4 @ 7" EW
F54
26000#
54"x54"x12"
(4)#4 @ 7" EW
F60
31000#
60"x60"x12"
(4)#4 @ 7" EW
OPTIONAL DRESS BAND
BLOCKING NAIL
PLAN VIEW
POST CONNECTION OVER PIER
B 6
C 6
CONCRETE ENCASED GROUNDING ELECTRODE / UFER GROUND 57'-0" 39'-0"
18'-0"
(1) 2 X 8 TRT'D BAND SEE FB2 DECK BAND CALC 1'-0"
1'-0"
4'-7"
12" X 12" BRICK PIER OVER 24" X 24" X 8" 2500 PSI CONC. FTG (TYP)
1'-0"
4'-7"
FND A
1'-0"
4'-6"
1'-0"
4'-2"
1'-0"
4'-2"
2 X 8 TRT'D @ 16" O.C.
10'-0 1/2" 2'-0"
7'-6"
1-1/4" TO 2" DIA. HANDRAIL RETURNED EA. END
5'-0"
FND B
(3) 2 X 10 GIRDER (TYP)
1'-4"
1'-0"
7'-2"
1'-4"
7'-2"
SIMPSON DTT1 TYPICAL (4) ONE EA. END & TWO EQ. SPACED BETWEEN
D25
5'-6"
JOIST UNDER WALL FOR BWL 13'-7"
13'-9"
5'-6"
VENT (TYP)
TRT'D BAND
7'-6"
11 7/8" I-JOIST @ 19.2" O.C.
BD1
SCALE = 1/4 in = 1 ft BLOCKING / POST / BEAM SOLID BLOCK W/ RIMBOARD TO WIDTH OF POST GROUT CMU BELOW PER DETAIL D15
DECK RAIL PER DETAIL
20" W X 8" D CONTINUOUS 2500 PSI. CONC. W/ (2) ROWS #4 REBAR (TYP)
12" X 12" PIER SOLID BLOCK @ TOP COURSE (TYP)
(3) 2 X 10 GIRDER (TYP)
1'-4"
6'-0"
1'-0"
6'-0"
1'-0"
8"
5'-4"
4"
VENT (TYP)
4"
2X4
2 X 4 CONTINUOUS RAIL SECTION
RAIL ELEVATION
3'-4"
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
DECK RAIL DETAILS
12" X 12" X 8" SOLID CMU BLOCK
8"
SCALE : 1/2" = 1'
TREATED STEP DETAIL
FND B
SECTION THRU TREADS
1'-4"
5'-6"
1'-0"
5'-6"
1'-0"
1'-0"
5'-6"
1'-0"
5'-10"
8" 8"
5'-8"
4'-5"
SCALE : 1/2" = 1'
OLD TAVERN
4"
1'-0"
6'-0"
58'-0"
4"
1'-0"
6'-0"
58'-0"
4"
2 X 12 TRT'D STRINGER MAX 36" O.C.
MIN
1'-6"
36" MIN.
8-1/4" (MAX) CLOSED RISER GRADE
1'-0"
6'-0"
14'-2"
2 X 2 @ 5" O.C.
TRIANGULAR OPENING SHALL NOT PERMIT THE PASSAGE OF A 6" DIA. SPHERE
4 X 4 POST
40'-3"
SIMPSON LSU26Z OR EQUAL 2 X 12 TREAD OR (2) 2 X 6
1'-0"
6'-0"
14'-0"
2X4
38'-7 1/2"
2X
2 X 4 MID & BOTTOM RAIL
1'-0"
35'-3 1/2"
SPACE END PICKETS EQUAL BETWEEN POST!
6'-0"
11 7/8" I-JOIST @ 19.2" O.C.
2 X 2 @ 5" O.C.
MIN.
3'-0"
2 X 4 FLAT TOP RAIL
DATE PRINTED: 11/23/2016
22'-4"
MAXIMUM ALLOWED JOIST SPANS (DECK)
VENT (TYP)
JST HANGER
6' and LESS
6'-1" TO 8'
8'-1" TO 10'
10'-1" TO 12'
12'-1" TO 14'
14'-1" TO 16'
16'-1" TO 18'
DTT1Z TENSION TIE TO SILL
1/2" X 4" W/ WASHER HOT-DIPPED GALVANIZED LAG SCREWS OPTIONAL
ON-CENTER SPACING OF FASTENERS
1/2" BOLT WITH WASHERS
30
23
18
15
13
11
10
36
36
34
29
24
21
19
DECK LATERAL SUPPORT @ HOUSE SCALE = 1/2" = 1 FT
5'-4"
12'-0"
5'-4"
FREESTANDING DECK DETAIL
FND B
RELEASED FOR CONSTRUCTION
12'-0"
1'-7 1/2"
VENT (TYP) 6'-0"
FND A
SIMPSON DTT1Z TENSION TIE
NOTE: 4" 3500 PSI CONCRETE OVER FILL AS REQUIRED.
7'-0 1/2"
FOUNDATION SCHEDULE
SLOPE FLOOR TO DOOR
PORCH
NOTE: 4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY. FILL AS REQUIRED. TERMITE TREAT.
11'-8"
12'-4"
FND B
JOIST
ER G H N PT HA DE E T DL JS D S A 60% IN M
3/4" MIN
SI O PP O T O AM A N BE SP F T. E O JS DG T E JS D PE AP L R VE O (3) 10d NAILS @ JST. OVERLAP
T JS
ME E A C HA . S N IC ID E A L OF C O J ST NN OV E CT O ER LA R @ P
PA .S
M
O
N
TO
O
N HA EC
A RH VE
O PP
AL IC
NG
G IN
SI
TE
CO
O
ED
R
OF
OR CT
R VE
E
O
F
JS
T
D PE
7'-0"
JO
T IS
M
ST (J
N HA EC
DECK JOIST TO BEAM CONNECTION
)
AL IC
CO
NN
R TO EC
DK-1
C PI TY
DETAIL SCALE = 1/2 in = 1 ft
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
E 6
22'-8"
DATE: 11/23/2016
57'-0"
SCALE: 1/4" = 1'
FOUNDATION VENTS PER CODE INTERPERTATION NO. 1/2003 Section 310.3 (International Residential Code Section R408.2) Code Interpretation No. 1/2003 First Issued: 11/18/05, 2003 Edition
FOUNDATION VENTS REQUIRED (7) SHOWN ON PLAN (7)
BONUS
10'-10"
18'-4"
GRADE
A 6
2001 SF
STEP PAD AS REQUIRED
6 X 6 TRT'D POST AL
8.3
E 6
16'-0"
@
P LA
8" BLOCK & 4" BRICK VENEER 24" X 12" 2500 PSI FOOTING W/ (3) #4 REBAR
AM BE
D SI
E NN
O
GE
6"
FND D
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
DROPPED GIRDER BEAM
2'-0"
P TO
TO H AM US E FL F B T O JS OP OF T
6" BLOCK & 4" BRICK VENEER 20" X 10" 2500 PSI FOOTING W/ (3) #4 REBAR
F30
4'-0"
TE
BRICK STEPS 5'-3 1/2"
2" MIN
REVISED 10/25/2016
1ST FLOOR
8" BLOCK 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR
FND C
GARAGE
TRT'D BAND
FND B
D16
SQUARE FOOTAGE
4" OFFSET
4" BLOCK & 4" BRICK 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR
DECK GUARDRAIL POST INSIDE RIM OR JOIST SCALE = N.T.S.
PERMIT PLAN
F30
D25 1'-7 1/2"
1/2" X 4" LAG SCREW
BACKFILL AS REQUIRED. TERMITE TREAT. GROUND COVER WITH 6 MIL. POLY.
24'-8"
JOIST SPAN (ft)
T
3'-4"
DECK LEDGER CONNECTION TO BAND JOIST
12'-6"
2 X TREATED DECK BAND
16'-3"
14'-0" EQUALS 16'-0" INCLUDING 24" CANTILEVER
8.3
13'-0"
2 X 10 @ 16" O.C.
13'-8"
11'-10" EQUALS 13'-10" INCLUDING 24" CANTILEVER
6'-4 1/2"
2 X 8 @ 16" O.C.
FOOTING CONTRACTOR TO INSTALL UFER GROUNDING. FIELD VERIFY LOCATION
2'-3 1/2"
MAXIMUM SPAN
11 7/8" I-JOIST @ 19.2" O.C.
SIZE
GRADE TO BOTTOM OF FOOTING
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
BEARING DETAIL @ POST
32" ACCESS VERIFY LOCATION WITH JOB SUPER
FOOTING
D21
1'-0"
(3) 2 X 10
6'-7 1/2"
FILL CMU SOLID @ 45° ANGLE
4'-7 1/2"
FND B
FND A
2'-0"
BLOCK SOLID AT POST / COLUMN BEARING
3'-4"
6'-7 1/2"
VENT (TYP)
11'-4"
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
16'-0"
2'-8 1/2"
11'-8"
1'-0" 1'-0" SIMPSON PA68 OR SIMILAR HOLD DOWN
5'-5"
5'-5"
27'-4"
MIN. BLOCKING EACH SIDE OF POST
3'-4"
THIS PLAN SET COPYRIGHT BY
POST NOTED ON PLAN
cL
PIER
14'-8"
VENT (TYP)
D21
SCALE = 1/4 in = 1 ft
FOOTING IN DIRECT CONTACT WITH EARTH
20 FT OR MORE
6 X 6 TRT'D
DETAIL
D 6
THIS PLAN HAS BEEN LICENSED TO:
SECTION VIEW
A 6
VENT (TYP)
PIER
GRD
2 IN MIN
33'-4"
BAND
4 AWG OR LARGER BARE COPPER OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2" DIA.
2'-8 1/2"
OPTIONAL DRESS BAND
GROUNDING ELECTRODE
5'-7"
POST
BOLTED TYPE CONNECTION DEVICE
11 7/8" I-JOIST @ 19.2" O.C.
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
1) CONC STRENGTH TO BE 2500 PSI @ 28 DAYS 2) RNFC STEEL SHALL BE A-615 GRADE 40 PLACED 3" FROM BOTTOM OF FOOTING 3) SOIL BEARING PRESSURE 1500 PSF 4) BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE BELOW FROST DEPTH LISTED IN DESIGN CRITERIA. 5) ENGINEERS REPORT OVERRIDES ALL FOOTING SIZES
REINFORCING
F12
POST TO PORCH RACK
POST NOTCHED FOR BAND
FOOTING SIZE
GROUNDING ELECTRODE CONDUCTOR
GRD
FOOTING SCHEDULE
GRD
NOTES: BEAM ABOVE
BY: K.A.L. B 6
C 6
D 6
PLAN #: 24013
FOUNDATION D15
PAGE 3 of 7
B 6
C 6
A 6
D 6
B 6
C 6
D 6
57'-0" 11'-8"
16'-0"
5'-10"
5'-10"
2'-9"
2'-9"
11'-4"
5'-0"
2'-9"
2'-9"
18'-0"
5'-10"
5'-6"
6 X 6 TRT'D POST FULL HGT
4'-0"
10'-0"
4'-0"
2/8 X 4/6
4 X 4 POST TO RAIL
2/8 X 4/6
THIS PLAN SET COPYRIGHT BY (2) 2X10 HDR
5'-5"
(2) 1-3/4" X 11-1/4" (NJ3) LVL HDR 3/0 X 5/6 3/0 X 5/6
TREATED COVERED PORCH
13'-8"
2'-0"
12'-0"
BREAKFAST (2) 2X10 HDR
2/8 X 5/6
11'-4 1/2"
17'-8"
2/8 X 6/8
BDRM #2 5'-8 1/2"
(2) 2X10 HDR
36" GAS D.V. F/P
PANTRY
2/4
33'-4"
TEMPERED 5/0 X 2/0
(2) 2X10 HDR
7'-0"
G G
6'-1"
72" VANITY
LINEN
2/0
6'-0"
INTERIOR BEARING WALL TYPICAL
3'-2"
3'-2"
16'-4"
5'-7"
6. ENSURE FINAL PLACEMEN DOES NOT CONFLICT WITH OR SHOWER DRAINS
2'-4"
2868
3'-0"
2/0
15'-1 1/2"
R&S
2/4
3'-2"
2'-1"
COAT
3/0 C/O
11'-6"
W.I.C.
58'-0"
R&S
2/8
60" VANITY
3/0 C/O
HALL BATH
OLD TAVERN
R&S
REF
LINEN
13'-7" R&S
4'-6"
6'-6 1/2"
2/0 X 3/2 (2) 2X10 HDR
5. POINT LOAD
5 SHLVS
8'-6"
2'-8"
5 SHLF
5'-0"
4. MIN. 2 STUDS UNDER ALL BEAM ENDS.
3/0
6'-8 1/2"
16'-1"
3'-7"
10'-7"
3. ALL NON-STRUCTURAL HE BE (2) 2 X 6 FOR 2 X 4 WAL 6 FOR 2 X 6 WALLS
5 SHLF
5'-11"
1'-10 1/2"
2/0
MICRO HOOD
KITCHEN
CLO
3'-9"
8'-6 1/2"
LAUNDRY
30" ACCESS
R&S
2/8
7. SOLID BLOCKING REQUIR ALL POSTS, LOCATIONS ABO
8. DOUBLE JOIST OR BLOCK UNDER ALL PARALLEL PARTITIONS.
9. ALL LUMBER FOR BEAMS, AND HEADERS #2 SYP.
10. PROVIDE PRESSURE TR BAND AT ALL STOOPS, PORC DECKS.
EP
5'-4 1/2"
11'-4"
5'-5"
11. ALL STUDS TO BE SPF STD & BETTER GRADE.
11'-4 1/2"
4'-5"
3'-0"
(2) 2X10 HDR SEAT
5'-11"
2'-0"
2. HEADERS IN LOAD BEARI AND EXTERIOR WALLS W OF 4'-0" OR GREATER ARE PLANS AT EACH OPENING HEADER NOT BE DENOTE CALL SD & D DESIGNS AT 768-9590 FOR HEADER SIZ
SEAT
3'-0"
21'-0"
3'-9"
2/0
58'-0"
DATE PRINTED: 11/23/2016
D
1. ALL NON-STRUCTURAL IN WALLS TO BE FRAMED @ (U.N.O.)
G G
2/8
(2) 2X10 HDR
5'-6" 38'-7 1/2"
2/4 X 5/2
W
FRAMING NOT
MASTER BATH
2/8
FAMILY SHELF ABOVE
TILED SHOWER
UP
5- 16" SHLVS
2/6
DB15
3'-6"
RAISED TOP
R&S
3'-0"
CLO
14 T @ 9" 15 R @ 7-15/16
2/6
24 X 72 ISLAND
3'-2"
SB 36
2'-1"
7'-10 1/2"
D/W
5/0
DOWN
3/0
4'-9" 11'-11"
2'-0"
STAIRWELL
11'-8"
3/0
18'-8"
(2) 2X10 HDR
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
14'-4"
8'-6 1/2"
6'-8"
6'-7 1/2"
MASTER BDRM 12" ANGLED RAISED TREY
THIS PLAN HAS BEEN LICENSED TO:
(2) 1-3/4" X 9-1/2" (NJ3) LVL HDR 2/8 X 4/6 2/8 X 4/6
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
5'-5"
(3) 2 X 8 PORCH BEAM
2'-8"
(2) 2X10 HDR
10'-10 1/2"
2/8 X 4/6
5'-4 1/2"
(2) 2X10 HDR
11'-9"
22'-4"
12. ALL LVL'S TO BE 1.75" WI & 2.0 E MIN.
2 X 6 WALL
13. ALL EXTERIOR WALLS 4" 8.3
2/8 X 5/6
2/8 X 5/6
(2) 1-3/4" X 9-1/2" (NJ3) LVL HDR
12'-4"
GUARD / HANDRAILS ONLY IF REQUIRED PER GRADE
6'-4 1/2"
COVERED PORCH
NOTE: 5/8" TYPE X DRYWALL AT CEILING. 1/2" DRYWALL AT COMMON WALLS, AND WALLS SUPPORTING JOISTS.
REVISED 10/25/2016
1ST FLOOR
8.3
5'-0"
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
2 X 6 WALL 4'-0"
12'-8"
SQUARE FOOTAGE
10" COLUMN
SEE SECTION FOR PORCH BEAM 5'-0"
SEE OTHER NOTES ON GEN NOTES & INFORMATION SHE NOTES SUPERCIDE GENERA
24'-8"
24'-8"
2/8 X 5/6 2/8 X 5/6 (2) 1-3/4" X 9-1/2" (NJ3) LVL HDR
GARAGE OPENER
24'-8"
(2) 2X10 HDR
2'-3 1/2"
R&S
3/0 X 6/8
13'-11 1/2"
FRAMING INTERIOR & FACE RELEASED FOR SHEATHING EXTERIOR CONSTRUCTION
16'-3"
12" ANGLED RAISED TREY
7.0
5 FT KNEEWALL
PERMIT15.PLAN ALL WALL DIMENSIONS T
16/0 X 8/0
W.I.C.
14. ALL INTERIOR WALLS 3-1 U.N.O.
13'-0"
12'-4"
DINING
2/4
R&S
BDRM #3
4'-6"
1'-7 1/2"
9'-4 1/2"
ENTRY
7.0
STORAGE / BONUS
TREATED STEPS
(3) 1-3/4" X 16" LVL HOLD FLUSH TO TOP OF WALL FALSE FRAME BELOW
32" TUB/ SHOWER
E 6
E 6
(2) 2X10 HDR
2/8 X 4/6
(2) 2X10 HDR
2/8 X 5/6 6'-0" 5'-4"
6'-0" 12'-0"
17'-4"
2'-8"
2'-8"
5'-10"
5'-4"
5'-10"
E 6
2/8 X 5/6
5'-6"
11'-8"
DATE: 11/23/2016
5'-6"
11'-8"
SCALE: 1/4" = 1'
17'-0"
22'-8"
BY: K.A.L.
57'-0"
B 6
C 6
D 6
A 6
B 6
PLAN #: 24013
D 6
C 6
OPENING NOTES
STRUCTURAL NOTE
2ND FLOOR PLAN SCALE = 1/4 in = 1 ft
1. 7'-0" TO TOP OF 1ST LEVEL WINDOWS WINDOW HEADER HEIGHTS ARE 7'-0" U.N.O.
1ST FLOOR PLAN SCALE = 1/4 in = 1 ft
THIS NUMBER IS POUNDS IN KIPS. 11300 POUNDS. 1 KIP = 1000 POUNDS
2. ALL INTERIOR OPENINGS ARE 6'-8" TALL U.N.O.
11.3
3. BUILDER RESPONSIBLE FOR SPECIFYING ALL TEMPERED GLASS.
MAIN LIVING LEVEL & DECK DETAILS
PAGE 4 of 7
47'-3 1/2" 25'-8 3/4"
21'-6 3/4"
ROOF FRAMING NOTES:
12
12 33.69°
33.69°
11'-10 7/8"
TRUSS ROOF 1. THE MANUFACTURER OF THE PRE-ENGINEERED WOOD TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST OF ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED BELOW AS 2(B) SHALL BE PROVIDED TO SD & D DESIGNS FOR REVIEW AND APPROVAL PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED OR FABRICATED.
8
8 13'-9 7/8"
11'-7 3/8"
9'-11 3/8"
3 POINT BEARING TRUSS
12 18.43 4
12 TRUSS MAY BE EXTENDED TO COVER PORCH
TRUSS BEARING POINT 2
TRUSS BEARING POINT 3
12'-0"
2'-9 1/2"
DINING
C 6
D 6
3. THE TRUSS MANUFACTURER SHALL LIMIT THE REACTION FROM GIRDER TRUSS TO 425 PSI ON WALL PLATES BELOW. BEARING ENHANCERS MAY BE USED.
TRUSS PROFILE CT4
TRUSS BEARING POINT 1
34'-4"
THIS PLAN SET COPYRIGHT BY
GIRDER TRUSS
BEAM
1'-0" 5'-5"
SCALE = 1/4" = 1 FT
12'-0"
CLASS A FIBERGLASS SHINGLES
2'-4"
9'-4"
1'-0" 12" ANGLED RAISED TREY
SHEATHING TO SHEATHING 40'-11" DEDUCT 1" FOR STUD TO STUD
32'-0"
TRUSS @ 24" O.C.
SHEATHING TO SHEATHING 38'-7 1/2" DEDUCT 1" FOR STUD TO STUD
VINYL SOFFIT
8 : 12
DBL. 2 X 4 TOP PLATES
!
8 : 12
2 X 6 @ 16" O.C. OVERBUILD TYPICAL
1/2" DRYWALL
2 X 4 SPF @ 16" O.C. SGL BOTTOM PLATE
27'-7 1/2"
1X 6 ALUM. WRAPPED
SIDING PER SPEC.
STUD TO SHEATHING 33'-4" DEDUCT 1/2" FOR STUD TO STUD
2'-0"
2'-0"
15 LB FELT OVER 7/16" ROOF SHEATHING W/ ICE SHIELD TO 24" INSIDE OF WALL ALUM. DRIP CAP ALL EDGES
R-15 INSULATION
DANGER LADDER FRAMING TO MATCH CHORD SIZE
12"
WEB DESIGN PER TRUSS MFG.
19'-3 3/4"
R-38 INSULATION
!
!
WARNING
CAUTION
DROPPED GABLE TRUSS
1/2" DRYWALL
RIM BOARD PER MANUF.
11-7/8" I-JOIST SEE PLAN FOR SERIES & SPACING
2'-0"
7'-4 1/2"
2'-3 1/2"
ANY TRUSS CAN SELF DESTRUCT FROM THEIR OWN WEIGHT WITHOUT PROPER TEMPORARY BRACING. TRUSSES OVER 30 FT BECOME MORE UNSTABLE WITHOUT BRACING!
2 X 6 @ 16" O.C. OVERBUILD TYPICAL
THIS CAN CAUSE DEATH OR INJURY!
R-19 INSULATION 1/2" A.B. OR APPROVED STRAP SPACED PER CODE APPROX
SEE TRUSS MFG DOCUMENTATION FOR TEMPORARY BRACING REQUIREMENTS
4" C.M.U. W/ BRICK FI NISH G
RADE
12" ANGLED RAISED TREY
8" C.M.U. SOLID FILL TOP COURSE 24" MIN
RELEASED FOR CONSTRUCTION
1'-0"
12 : 12
12 : 12
OVERBUILD
UNDISTURBED SOIL
CENTERLINE OF RIDGE 12'-0 3/4"
HOUSEWRAP OVER 7/16" OSB CONTINUOUS SHEATHING
2'-3 1/2"
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
TRUSS DESIGN CRITERIA 2X6 @ 16" O.C.
DROPPED GABLE TRUSS
12 : 12
4 : 12
GIRDER TRUSS
SCALE : 1/2" = 1'
1. ALL GABLE TRUSS TO BE DROPPED 2. FIELD FRAME ALL LADDERS OVER DROPPED GABLES 3. FIELD FRAME ALL VALLEY OVERBUILDS 4. MAXIMUM GIRDER LOADS TO TOP PLATE NO TO EXCEED 425 PSI
1'-7 1/2"
TYPICAL HOUSE WALL SECTION
SQUARE FOOTAGE REVISED 10/25/2016
1'-7 1/2"
(2) ROWS #4 RE-BAR
TRUSS DESIGN NOTES
cL 2'-3 1/2"
16" W X 8" D 2500 P.S.I. CONCRETE
PERMIT PLAN
8'-8"
6 MIL. VAPOR BARRIER
2'-4"
24" MIN
2 X 8 TRT'D SILL
TEMPORARY BRACING IS REQUIRED WHEN INSTALLING TRUSSES.
2'-3 1/2"
WOOD BASE
19'-3 3/4"
3/4" T & G PLY GLUED & NAILED
DROPPED GABLE TRUSS
HOUSEWRAP OVER 7/16" OSB CONTINUOUS SHEATHING
ROOM TRUSS PER MFG
TRUSS MAY BE EXTENDED TO COVER PORCH
BASED ON THE LOCATION OF THIS HOUSE THE FOLLOWING DESIGN CRITERIA SHALL BE USED SNOW: 20 P.S.F WIND: 90 MPH HEIGHT: 25' EXPOSURE CLASS: B
2 X 4 SPF @ 16" O.C. SGL BOTTOM PLATE
12 : 12
1/2" DRYWALL
1'-0"
12 : 12 1'-0"
22'-8"
ALIGN FASCIA'S 2 X 8 TRT'D SILL
4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY & FILL AS REQUIRED.
E 6
1/2" A.B. OR APPROVED STRAP SPACED PER CODE APPROX
24" MIN
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
ENGINEERED TRUSS @ 24" O.C. SEE PROFILES/ SECTIONS
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
THIS PLAN HAS BEEN LICENSED TO:
8
DATE PRINTED: 11/23/2016
13'-4"
6'-7 1/2"
12
SEND TRUSS PROFILES & LAYOUTS TO SD & D DESIGNS PRIOR TO MANUFACTURE EMAIL TO: [email protected]
2'-4"
4 : 12
TRUSS BEARING
TRUSS PROFILE CT1
5'-5" CANTILEVER
TRUSS BEARING
CT4
2'-4"
TRUSS PROFILE
TRUSS MFG. NOTE
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
1'-0"
FAMILY RM
B 6
HEEL HGT
A 6
1'-0"
HEEL HGT
4 18.43
2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS FOR ALL TRUSSES; (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCERS AND OR CONNECTORS AS NEEDED FOR ALL TRUSS SUPPLIED.
OLD TAVERN
WEB DESIGN PER TRUSS MFG.
FI NISH G
E 6
DATE: 11/23/2016
4" C.M.U. W/ BRICK
ROOF FRAMING PLAN
8" C.M.U. SOLID FILL TOP COURSE
SCALE = 1/4 in = 1 ft NOTE: ALL FRAMING TO BE TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE
RADE
UNDISTURBED SOIL
SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013 DROPPED ROOM / STRUCTURAL GABLE TRUSS
16" W X 8" D 2500 P.S.I. CONCRETE (2) ROWS #4 RE-BAR
TYPICAL GARAGE WALL SECTION SCALE : 1/2" = 1'
A 6
B 6
C 6
D 6
ROOF PLAN & TYPICAL SECTIONS
PAGE 5 of 7
12
12
12
33.69°
33.69°
33.69°
8
8
8
TRUSS PROFILE CT1
12
TO STUD. 5'-5" FROM SHEATHING
38'-7 1/2"
DEDUCT 1" FOR STUD TO STUD
1'-0"
2 X 6 @ 16" O.C. or truss
18.43 4
4 18.43
2 X 4 @ 32" O.C.
2 X NAILER
5'-5 1/2"
40'-10" STUD TO STUD
2'-9 1/2"
WEB DESIGN PER TRUSS MFG.
5'-8"
3'-2"
12" O.H. TYP TRUSS BEARING
OVER WALL HEIGHT / HEEL HGT
12
(3) 2 X 8
1'-0"
1/2" PLY. WRAPPED OVER 2X4 NAILER
COVERED PORCH
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
W.I.C.
DINING 9'-1 1/2"
LAUNDRY
HALL
10'-1 1/2"
HALL BATH
2 X 4 STUB WALL BELOW BEAM
KITCHEN
BREAKFAST 9'-1 1/2"
BDRM #2
9'-1 1/2"
THIS PLAN SET COPYRIGHT BY TREATED COVERED PORCH
(1) 2X8 (FB2)
SECTION
SECTION
LADDER FRAME BETWEEN TRUSS
OLD TAVERN
STORAGE / BONUS
14 T @ 9" 15 R @ 7-15/16
MASTER BDRM
MASTER W.I.C.
GARAGE
12 33.69°
8
PERMIT PLAN
12 PIER BEYOND
RELEASED FOR CONSTRUCTION
33.69°
8
C 6
45°
12
SQUARE FOOTAGE 12
REVISED 10/25/2016
4 18.43
ROOM TRUSS
WEB DESIGN PER TRUSS MFG.
33'-4"
1ST FLOOR
STUD TO SHEATHING DEDUCT 1/2" FOR STUD TO STUD
STORAGE / BONUS
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
ALIGN FASCIA TO TRUSS PROFILE CT1
MASTER BATH MASTER BDRM
CEILING
W.I.C. 9'-1 1/2"
SCALE = 1/4 in = 1 ft
12
1'-0"
SECTION
GARAGE
DOOR BEYOND
9'-1 1/2"
DATE PRINTED: 11/23/2016
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
SCALE = 1/4 in = 1 ft
B 6
SCALE = 1/4 in = 1 ft
A 6
THIS PLAN HAS BEEN LICENSED TO:
PIER BEYOND
PIER BEYOND
2 X 6 WALL
DATE: 11/23/2016
GARAGE
SCALE: 1/4" = 1' PIER BEYOND
BY: K.A.L. PLAN #: 24013
1ST FLOOR
SECTION SCALE = 1/4 in = 1 ft
SECTION SCALE = 1/4 in = 1 ft
E 6
D 6
SECTIONS
PAGE 6 of 7
BWL D CS-WSP 39'-0"
18'-0" 2'-5 1/2"
3'-1 1/2"
2'-9 1/2"
3'-1 1/2"
2'-8"
5'-0"
5'-5"
3'-3 1/2"
BWL 3 CS-WSP
= 800# HOLD DOWN (2) SIMPSON LTP4
10'-6"
3'-3 1/2"
3'-4"
THIS PLAN SET COPYRIGHT BY F.J.
THE DESIGN GUY
5'-0" D/W
RIMBOARD
SILL OR TOP PLATE
24'-3 1/2"
UP
33'-0 1/2"
G G
BOTTOM PLATE
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
SIMPSON (2) LPT 4 = 800 # HOLD DOWN
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
BWL 5 CS-WSP
2'-8"
7'-4"
HOLD DOWN DETAIL
BWL 2 CS-WSP
EP
16'-0"
OPENER
3'-4"
3'-1 1/2"
24'-11 1/2"
12'-8"
BWL 4 CS-WSP 3'-2"
4'-1 1/2"
12'-4"
8'-7 1/2"
4'-2"
34'-4"
BWL C CS-WSP
9'-0"
BWL B CS-WSP
BWL A CS-WSP
4'-2"
BWL 1 CS-WSP
22'-8" 57'-0"
1ST FLOOR PLAN BRACED WALL LINES / PANEL LAYOUTS
OLD TAVERN
DATE PRINTED: 11/23/2016
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
18'-3"
THIS PLAN HAS BEEN LICENSED TO:
58'-0"
18'-4 1/2"
37'-0"
SCALE = NTS
SCALE 1/8" = 1 FT
PERMIT PLAN RELEASED FOR CONSTRUCTION
SQUARE FOOTAGE REVISED 10/25/2016
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
DATE: 11/23/2016 SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013
BWP LAYOUTS & CALCS
PAGE 7 of 7
GENERAL NOTES: 1. ALL DESIGN, MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (VIRGINIA IRC 2012)
GROUND SNOW LOAD
WIND SPEED (MPH)
SEISMIC DESIGN CATEGORY
20
90
A
4. THE BUILDER SHALL HIRE A PROFESSIONAL ENGINEER TO PROVIDE A SOILS REPORT, INCLUDING BORING RESULTS OF SAMPLES TAKEN ON THE BUILDING LOT. WHEN EXPANSIVE SOIL AT ANY EXTENT, OR OTHER SOIL ABNORMALITIES THAT WOULD AFFECT THE STABILITY OF THE STRUCTURE AS BE DETERMINED, THE ENGINEER SHALL DESIGN ALL FOOTINGS AND BASEMENT WALLS. 5. THE BUILDER SHALL COORDINATE ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL WORK WITH THE STRUCTURAL CONTRACT DRAWINGS. 6. THE BUILDER SHALL DETERMINE AND VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 7. THE BUILDER SHALL DETERMINE AND VERIFY ALL SITE CONDITIONS AND FIELD VERIFYING DIMENSIONS BEFORE THE COMMENCEMENT OF WORK. THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES OR DEVIATIONS FROM THE DRAWINGS. 8. SECTIONS AND DETAILS SHOWN ON ANY STRUCTURAL DRAWINGS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS. 9. THE BUILDER SHALL PROVIDE ALL SHORING, BRACING, AND TEMPORARY SYSTEMS REQUIRED TO STABILIZE AND PROTECT EXISTING STRUCTURES AND SYSTEMS DURING THE COURSE OF CONSTRUCTION.
SINGLE FAMILY SUBJECT TO DAMAGE FROM Weathering
Frost line depth
Termite
ICE BARRIER UNDERLAYMENT REQUIRED
SEVERE
24
MOD-HVY
YES
DESIGN LOADS FLOOR LOADS ALL ROOMS EXCEPT THOSE USED FOR SLEEPING AREAS AND ATTIC FLOORS ALL ROOMS USED FOR SLEEPING AREAS AND ATTIC FLOORS CEILING LOADS
11. CUSTOM HOMES / ADDITIONS AND THEIR WORKING DRAWINGS SHOULD BE CONSIDERED EQUIVALENT TO "PROTOTYPE" MANUFACTURING AND AS SUCH THERE MAY BE SOME FIELD ADJUSTMENTS NEEDED. 12. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION SHALL BE PLUMB, SQUARE & LEVEL. THE BUILDER SHALL AT THEIR EXPENSE REPAIR, REPLACE OR REBUILD ANY PORTION OF THE CONSTRUCTION THAT DOES NOT MEET THE ABOVE STANDARD.
3. FOOTINGS ARE DESIGNED TO BEAR ON RESIDUAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ALLOWABLE BEARING PRESSURE OF 1500 PSF. VERIFY SOIL CAPACITY BEFORE BEGINNING ANY WORK. 4. NORMAL-WEIGHT CONCRETE WITH PORTLAND CEMENT, TYPE I, OR TYPE IIA (AIR- ENTRAINING), OR TYPE II WITH THE ADDITION OF AIR-ENTRAINING ADMIXTURE. 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI FOUNDATION NOTES:
10 P.S.F.
L / 360
30 P.S.F.
10 P.S.F.
L / 360
20 P.S.F.
10 P.S.F.
L / 240
20 P.S.F.
10 P.S.F.
L / 180
20 P.S.F.
10 P.S.F.
L / 240
40 P.S.F.
10 P.S.F.
L / 360
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
TRUSS DESIGN CRITERIA WIND
HEIGHT
EXPOSURE CLASS
90 MPH
25'
B
INSULATION R-VALUES ELEMENT
NEW HOMES , ADDITIONS
SUNROOMS
CEILINGS
R-38
R-38
WALLS (WOOD FRAMED)
R-15 (2 X 4) / R-19 (2 X 6)
R-15 (2 X 4) / R-19 (2 X 6)
FLOORS (WOOD FRAMED)
R-19 / R-38 @ CANTILEVER
R-19
SLAB ON GRADE
R-10
R-10
CONDITIONED CRAWL SPACE WALLS
R-10 / R-13(2)
U-FACTORS
1. MORTAR SHALL BE TYPE M OR S. CONCRETE SLAB NOTES: 1. CONCRETE USED IN GARAGE SLABS AND ALL EXTERIOR CONCRETE WORK SHALL BE 3500 PSI AIR ENTRAINED.
40 P.S.F.
WINDOWS / DOORS
0.35
0.50
SKYLIGHTS
0.60
0.75
LUMBER ,ENGINEERED PRODUCTS AND STEEL GRADES NOTES:
2. LUMBER FOR 2 X 4 AND 2 X 6 STUDS SHALL BE STUD GRADE SPRUCE-PINE-FIR, OR EQUAL, UNLESS NOTED OTHERWISE. (UNO)
OUTSIDE
(2) 9-1/2" LVL (NJ2)
3. LUMBER FOR 2 X 4 AND 2 X 6 WALL PLATES SHALL BE SPRUCE-PINE-FIR #2 OR BETTER, UNLESS NOTED OTHERWISE. (UNO) 4. LAMINATED VENEER LUMBER (LVL) SHALL BE 1-3/4" WIDE, 1.9 E MIN.
6. STEEL BEAMS SHALL BE ASTM A992-50
NUMBER OF JACKS EACH SIDE UNDER HEADER
6/0 X 6/8 15 LITE HINGE PATIO
NUMBER OF PIECES 5. STEEL PLATES AND ANGLES SHALL BE ASTM A36
OLD TAVERN
1. LUMBER FOR ALL BEAMS, HEADERS, JOIST, AND RAFTERS SHALL BE SOUTHERN PINE NO. 2, OR EQUAL, UNLESS NOTED OTHERWISE. (UNO)
HEADER SIZE HEIGHT FEET / INCHES
DOOR TYPE
STRUCTURAL WOOD FRAMING NOTES: 1. ALL BEAMS AND GIRDER TRUSS SHALL BE SUPPORTED BY A MINIMUM OF (3) STUDS AT EACH END OF BEAM IF NOT DESIGNATED ON THE PLANS. SUPPORT TO BE CONTINUOUS TO FOUNDATION OR OTHER SUPPORT BELOW. 2. FLITCH PLATE BEAMS WITH (1) ONE PIECE OF STEEL SHALL BE SANDWICHED BETWEEN (2) PIECES OF LUMBER. WHEN TWO (2) PIECES OF PLATE ARE CALLED FOR THE PLACEMENT SHALL BE "LUMBER, STEEL PLATE, LUMBER,STEEL PLATE, LUMBER. EACH PIECE OF LUMBER AND STEEL SHALL BE CONTINUOUS FOR THE ENTIRE SPAN. THE BEAM SHALL BE THROUGH BOLTED WITH 1/2" DIAMETER BOLTS IN TWO ROWS, STAGGERED AT 16" ON CENTER,WITH TWO BOLTS AT EACH END.
WIDTH FEET / INCHES DIMENSION TO CENTERLINE OF UNIT
GLASS PATTERN
EXTERIOR DOOR INFORMATION
FLOOR FRAMING NOTES:
PERMIT PLAN
1. BLOCKING UNDER ALL BEAM ENDS AND GIRDER TRUSS BEARING POINTS. 2. 2 X JOIST (SOLID SAWN LUMBER) a. PROVIDE DOUBLE JOIST OR BLOCKING UNDER ALL PARALLEL PARTITIONS. b. PROVIDE PRESSURE TREATED BAND AT ALL STOOPS, PORCHES AND DECKS. 3. I-JOIST a. PROVIDE BLOCKING PANELS OR SOLID BLOCKING AT UNDER ALL BEARING WALLS. b. ALWAYS USE AND FOLLOW THE JOIST MANUFACTURERS INSTALLATION INSTRUCTIONS AND DETAILS. c. VERIFY THE I-JOIST ARE OF THE SAME MANUFACTURER, SIZE, AND TYPE AS DESIGNATED ON THE FLOOR FRAMING PLANS BEFORE STARTING FLOOR FRAMING. WALL FRAMING NOTES: 1. ALL EXTERIOR WALLS ARE 4" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). THE WALL IS COMPOSED OF A 3-1/2" STUD + 1/2" WALL SHEATHING. WHEN A 6" WALL IS NOTED THE WALL IS COMPOSED OF A 5-1/2" STUD + 1/2" WALL SHEATHING. 2. ALL INTERIOR WALLS ARE 3-1/2" IN THICKNESS UNLESS NOTED OTHERWISE (UNO). 3. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF LESS THAN 4'-0" SHALL BE 2 X 10 UNLESS NOTED OTHERWISE (UNO). 4. HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS WITH A SPAN OF 4'-0" OR GREATER ARE NOTED ON PLANS AT EACH OPENING. SHOULD A HEADER NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR HEADER SIZING.
OUTSIDE
TRUSS ROOF 1. THE MANUFACTURER OF THE PRE-ENGINEERED WOOD TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST OF ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED BELOW AS 2(B) SHALL BE PROVIDED TO SD & D DESIGNS FOR REVIEW AND APPROVAL PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED OR FABRICATED. 2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS FOR ALL TRUSSES; (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCER'S AND OR CONNECTORS AS NEEDED FOR ALL TRUSS SUPPLIED.
NUMBER OF JACKS EACH SIDE UNDER HEADER
NUMBER OF PIECES HEADER SIZE HEIGHT FEET / INCHES
SQUARE FOOTAGE
NUMBER OF UNITS WIDE
WIDTH FEET / INCHES
REVISED 10/25/2016
TYPE OF WINDOW
1ST FLOOR
DIMENSION TO CENTERLINE OF UNIT
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
WINDOW INFORMATION
NUMBER OF PIECES
5. THE NUMBER JACKS UNDER HEADERS IN LOAD BEARING WALLS AND EXTERIOR WALLS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE (UNO). UP TO 3'-6" OPENING (1) ONE JACK EACH SIDE OF HEADER OVER 3'-6" TO 6'-0" (2) JACKS EACH SIDE OF OPENING. 6'-0" AND OVER THE NUMBER OF JACKS WILL BE DENOTED ON THE PLANS. SHOULD THE JACKS NOT BE DENOTED FOR SIZE, CALL SD & D DESIGNS AT (804) 768-9590 FOR THE JACK REQUIREMENTS. ROOF FRAMING NOTES:
RELEASED FOR CONSTRUCTION
(2) 2 X 12 (NJ2)
2/8 X 5/2 D/H TWIN
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN DATE PRINTED: 11/23/2016
2. ALL CONTINUOUS FOOTING SHALL HAVE 2 ROWS #4 REINFORCING BARS UNLESS NOTED OTHERWISE.
MAX DEFLECTION
THE DESIGN GUY
SUPPORTING GYPSUM CEILING LIGHT ROOF COVERING
FOOTING NOTES: 1. ENGINEERS FOOTING DESIGNS BASED ON THE SOIL REPORT SHALL OVERRIDE THE FOOTING SIZES AND STEEL REINFORCING SHOWN ON THESE PLANS.
DEAD
THIS PLAN SET COPYRIGHT BY
ROOF LOADS NO FINISHED CEILING LIGHT ROOF COVERING
DECK LOADS 10. THESE DRAWINGS ARE CREATED TO PROVIDE DESIGN INTENT ONLY. THESE PLANS ARE NOT INTENDED TO SHOW EVERY DETAIL OR PROVIDE ALL THE INFORMATION REQUIRED TO COMPLETE THE CONSTRUCTION OF THIS PROJECT. MUCH OF THE DETAIL INFORMATION SHOULD BE DETERMINED BY THE OWNER AND THE BUILDER JOINTLY.
LIVE
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
3. THE BUILDER SHALL BE RESPONSIBLE FOR ENSURING COMPLIANCE WITH ALL LOCAL BUILDING CODES.
BUILDING CLASSIFICATION
VIRGINIA IRC 2012
THIS PLAN HAS BEEN LICENSED TO:
2. THE BUILDER SHALL BE RESPONSIBLE FOR CHECKING AND VERIFYING ALL DIMENSIONS AND DETAILS BEFORE STARTING WORK.
BUILDING CODE:
HEADER SIZE (2) 2X6 4/0 DD
WIDTH FEET/INCHES
12" TRANSOM ABOVE
DOOR TYPE OTHER INFORMATION
INTERIOR DOOR INFORMATION STRUCTURAL NOTE
11.3
THE NUMBER IS POUNDS IN KIPS 11300 POUNDS 1 KIP = 1000 LBS
PAGE # 1 2 3 4 5 6 7
LAYOUT PAGES TITLE PROJECT INFORMATION ELEVATIONS FOUNDATION MAIN LIVING LEVEL & DECK DETAILS ROOF PLAN & TYPICAL SECTIONS SECTIONS BWP LAYOUTS & CALCS
DATE: 11/23/2016 SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013
PROJECT INFORMATION
PAGE 1 of 7
12 33.69°
8
9'-1 1/2"
7'-0"
WINDOW HDR
CEILING
12
12
4 18.43
1ST FLOOR
18.43 4
THIS PLAN SET COPYRIGHT BY
THE DESIGN GUY
REAR ELEVATION SCALE 1/8" = 1 FT
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
LEFT ELEVATION THIS PLAN HAS BEEN LICENSED TO:
SCALE = 1/8 IN = 1 FT
12 8
12 18.43 4
OLD TAVERN
RIGHT ELEVATION SCALE 1/8" = 1FT
DATE PRINTED: 11/23/2016
RIDGE VENT (TYP)
PERMIT PLAN SHAKE SIDING
RELEASED FOR CONSTRUCTION
12
12
45°
45°
CEILING
12
12
SQUARE FOOTAGE 18 X 24 FALSE VENT
2/0 X 4/2
8'-1 1/2"
WINDOW HDR
REVISED 10/25/2016
SHAKE SIDING 6'-8"
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
2ND FLOOR
HORIZONTAL SIDING
BOARD & BATTEN
9'-1 1/2"
7'-0"
CEILING
WINDOW HDR
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
33.69°
DATE: 11/23/2016
BOARD & BATTEN SHUTTERS 1ST FLOOR
SCALE: 1/4" = 1'
NOTED ON PLAN
BY: K.A.L. GUARD / HANDRAILS ONLY IF REQUIRED PER GRADE
GRADE
PLAN #: 24013
ELEVATIONS
FRONT ELEVATION SCALE = 1/4 in = 1 ft
PAGE 2 of 7
BC6 CAP
LOAD CAPACITY
LABEL
1500#
12'x12"x10"
NONE
F16
2600#
16'x16"x10"
#4 @ 10" EW
F24
6000#
24"x24"x10"
#4 @ 8" EW
F30
9300#
30"x30x10"
#4 @ 7" EW
F34
10000#
34"x34"x12"
#4 @ 7" EW
F36
12000#
36"x36"x12"
#4 @ 7" EW
JOISTS
F42
16000#
42"x42"x12"
#4 @ 7" EW
BLOCKING
F48
21000#
48"x48"x12"
(4)#4 @ 7" EW
F54
26000#
54"x54"x12"
(4)#4 @ 7" EW
F60
31000#
60"x60"x12"
(4)#4 @ 7" EW
OPTIONAL DRESS BAND
BLOCKING NAIL
PLAN VIEW
POST CONNECTION OVER PIER
B 6
C 6
CONCRETE ENCASED GROUNDING ELECTRODE / UFER GROUND 57'-0" 39'-0"
18'-0"
(1) 2 X 8 TRT'D BAND SEE FB2 DECK BAND CALC 1'-0"
1'-0"
4'-7"
12" X 12" BRICK PIER OVER 24" X 24" X 8" 2500 PSI CONC. FTG (TYP)
1'-0"
4'-7"
FND A
1'-0"
4'-6"
1'-0"
4'-2"
1'-0"
4'-2"
2 X 8 TRT'D @ 16" O.C.
10'-0 1/2" 2'-0"
7'-6"
1-1/4" TO 2" DIA. HANDRAIL RETURNED EA. END
5'-0"
FND B
(3) 2 X 10 GIRDER (TYP)
1'-4"
1'-0"
7'-2"
1'-4"
7'-2"
SIMPSON DTT1 TYPICAL (4) ONE EA. END & TWO EQ. SPACED BETWEEN
D25
5'-6"
JOIST UNDER WALL FOR BWL 13'-7"
13'-9"
5'-6"
VENT (TYP)
TRT'D BAND
7'-6"
11 7/8" I-JOIST @ 19.2" O.C.
BD1
SCALE = 1/4 in = 1 ft BLOCKING / POST / BEAM SOLID BLOCK W/ RIMBOARD TO WIDTH OF POST GROUT CMU BELOW PER DETAIL D15
DECK RAIL PER DETAIL
20" W X 8" D CONTINUOUS 2500 PSI. CONC. W/ (2) ROWS #4 REBAR (TYP)
12" X 12" PIER SOLID BLOCK @ TOP COURSE (TYP)
(3) 2 X 10 GIRDER (TYP)
1'-4"
6'-0"
1'-0"
6'-0"
1'-0"
8"
5'-4"
4"
VENT (TYP)
4"
2X4
2 X 4 CONTINUOUS RAIL SECTION
RAIL ELEVATION
3'-4"
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
DECK RAIL DETAILS
12" X 12" X 8" SOLID CMU BLOCK
8"
SCALE : 1/2" = 1'
TREATED STEP DETAIL
FND B
SECTION THRU TREADS
1'-4"
5'-6"
1'-0"
5'-6"
1'-0"
1'-0"
5'-6"
1'-0"
5'-10"
8" 8"
5'-8"
4'-5"
SCALE : 1/2" = 1'
OLD TAVERN
4"
1'-0"
6'-0"
58'-0"
4"
1'-0"
6'-0"
58'-0"
4"
2 X 12 TRT'D STRINGER MAX 36" O.C.
MIN
1'-6"
36" MIN.
8-1/4" (MAX) CLOSED RISER GRADE
1'-0"
6'-0"
14'-2"
2 X 2 @ 5" O.C.
TRIANGULAR OPENING SHALL NOT PERMIT THE PASSAGE OF A 6" DIA. SPHERE
4 X 4 POST
40'-3"
SIMPSON LSU26Z OR EQUAL 2 X 12 TREAD OR (2) 2 X 6
1'-0"
6'-0"
14'-0"
2X4
38'-7 1/2"
2X
2 X 4 MID & BOTTOM RAIL
1'-0"
35'-3 1/2"
SPACE END PICKETS EQUAL BETWEEN POST!
6'-0"
11 7/8" I-JOIST @ 19.2" O.C.
2 X 2 @ 5" O.C.
MIN.
3'-0"
2 X 4 FLAT TOP RAIL
DATE PRINTED: 11/23/2016
22'-4"
MAXIMUM ALLOWED JOIST SPANS (DECK)
VENT (TYP)
JST HANGER
6' and LESS
6'-1" TO 8'
8'-1" TO 10'
10'-1" TO 12'
12'-1" TO 14'
14'-1" TO 16'
16'-1" TO 18'
DTT1Z TENSION TIE TO SILL
1/2" X 4" W/ WASHER HOT-DIPPED GALVANIZED LAG SCREWS OPTIONAL
ON-CENTER SPACING OF FASTENERS
1/2" BOLT WITH WASHERS
30
23
18
15
13
11
10
36
36
34
29
24
21
19
DECK LATERAL SUPPORT @ HOUSE SCALE = 1/2" = 1 FT
5'-4"
12'-0"
5'-4"
FREESTANDING DECK DETAIL
FND B
RELEASED FOR CONSTRUCTION
12'-0"
1'-7 1/2"
VENT (TYP) 6'-0"
FND A
SIMPSON DTT1Z TENSION TIE
NOTE: 4" 3500 PSI CONCRETE OVER FILL AS REQUIRED.
7'-0 1/2"
FOUNDATION SCHEDULE
SLOPE FLOOR TO DOOR
PORCH
NOTE: 4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY. FILL AS REQUIRED. TERMITE TREAT.
11'-8"
12'-4"
FND B
JOIST
ER G H N PT HA DE E T DL JS D S A 60% IN M
3/4" MIN
SI O PP O T O AM A N BE SP F T. E O JS DG T E JS D PE AP L R VE O (3) 10d NAILS @ JST. OVERLAP
T JS
ME E A C HA . S N IC ID E A L OF C O J ST NN OV E CT O ER LA R @ P
PA .S
M
O
N
TO
O
N HA EC
A RH VE
O PP
AL IC
NG
G IN
SI
TE
CO
O
ED
R
OF
OR CT
R VE
E
O
F
JS
T
D PE
7'-0"
JO
T IS
M
ST (J
N HA EC
DECK JOIST TO BEAM CONNECTION
)
AL IC
CO
NN
R TO EC
DK-1
C PI TY
DETAIL SCALE = 1/2 in = 1 ft
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
E 6
22'-8"
DATE: 11/23/2016
57'-0"
SCALE: 1/4" = 1'
FOUNDATION VENTS PER CODE INTERPERTATION NO. 1/2003 Section 310.3 (International Residential Code Section R408.2) Code Interpretation No. 1/2003 First Issued: 11/18/05, 2003 Edition
FOUNDATION VENTS REQUIRED (7) SHOWN ON PLAN (7)
BONUS
10'-10"
18'-4"
GRADE
A 6
2001 SF
STEP PAD AS REQUIRED
6 X 6 TRT'D POST AL
8.3
E 6
16'-0"
@
P LA
8" BLOCK & 4" BRICK VENEER 24" X 12" 2500 PSI FOOTING W/ (3) #4 REBAR
AM BE
D SI
E NN
O
GE
6"
FND D
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
DROPPED GIRDER BEAM
2'-0"
P TO
TO H AM US E FL F B T O JS OP OF T
6" BLOCK & 4" BRICK VENEER 20" X 10" 2500 PSI FOOTING W/ (3) #4 REBAR
F30
4'-0"
TE
BRICK STEPS 5'-3 1/2"
2" MIN
REVISED 10/25/2016
1ST FLOOR
8" BLOCK 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR
FND C
GARAGE
TRT'D BAND
FND B
D16
SQUARE FOOTAGE
4" OFFSET
4" BLOCK & 4" BRICK 16" X 8" 2500 PSI FOOTING W/ (2) #4 REBAR
DECK GUARDRAIL POST INSIDE RIM OR JOIST SCALE = N.T.S.
PERMIT PLAN
F30
D25 1'-7 1/2"
1/2" X 4" LAG SCREW
BACKFILL AS REQUIRED. TERMITE TREAT. GROUND COVER WITH 6 MIL. POLY.
24'-8"
JOIST SPAN (ft)
T
3'-4"
DECK LEDGER CONNECTION TO BAND JOIST
12'-6"
2 X TREATED DECK BAND
16'-3"
14'-0" EQUALS 16'-0" INCLUDING 24" CANTILEVER
8.3
13'-0"
2 X 10 @ 16" O.C.
13'-8"
11'-10" EQUALS 13'-10" INCLUDING 24" CANTILEVER
6'-4 1/2"
2 X 8 @ 16" O.C.
FOOTING CONTRACTOR TO INSTALL UFER GROUNDING. FIELD VERIFY LOCATION
2'-3 1/2"
MAXIMUM SPAN
11 7/8" I-JOIST @ 19.2" O.C.
SIZE
GRADE TO BOTTOM OF FOOTING
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
BEARING DETAIL @ POST
32" ACCESS VERIFY LOCATION WITH JOB SUPER
FOOTING
D21
1'-0"
(3) 2 X 10
6'-7 1/2"
FILL CMU SOLID @ 45° ANGLE
4'-7 1/2"
FND B
FND A
2'-0"
BLOCK SOLID AT POST / COLUMN BEARING
3'-4"
6'-7 1/2"
VENT (TYP)
11'-4"
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
16'-0"
2'-8 1/2"
11'-8"
1'-0" 1'-0" SIMPSON PA68 OR SIMILAR HOLD DOWN
5'-5"
5'-5"
27'-4"
MIN. BLOCKING EACH SIDE OF POST
3'-4"
THIS PLAN SET COPYRIGHT BY
POST NOTED ON PLAN
cL
PIER
14'-8"
VENT (TYP)
D21
SCALE = 1/4 in = 1 ft
FOOTING IN DIRECT CONTACT WITH EARTH
20 FT OR MORE
6 X 6 TRT'D
DETAIL
D 6
THIS PLAN HAS BEEN LICENSED TO:
SECTION VIEW
A 6
VENT (TYP)
PIER
GRD
2 IN MIN
33'-4"
BAND
4 AWG OR LARGER BARE COPPER OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2" DIA.
2'-8 1/2"
OPTIONAL DRESS BAND
GROUNDING ELECTRODE
5'-7"
POST
BOLTED TYPE CONNECTION DEVICE
11 7/8" I-JOIST @ 19.2" O.C.
(2) 1/2" DIA. THRU-BOLTS & WASHER HOT DIPPED GALV.
1) CONC STRENGTH TO BE 2500 PSI @ 28 DAYS 2) RNFC STEEL SHALL BE A-615 GRADE 40 PLACED 3" FROM BOTTOM OF FOOTING 3) SOIL BEARING PRESSURE 1500 PSF 4) BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE BELOW FROST DEPTH LISTED IN DESIGN CRITERIA. 5) ENGINEERS REPORT OVERRIDES ALL FOOTING SIZES
REINFORCING
F12
POST TO PORCH RACK
POST NOTCHED FOR BAND
FOOTING SIZE
GROUNDING ELECTRODE CONDUCTOR
GRD
FOOTING SCHEDULE
GRD
NOTES: BEAM ABOVE
BY: K.A.L. B 6
C 6
D 6
PLAN #: 24013
FOUNDATION D15
PAGE 3 of 7
B 6
C 6
A 6
D 6
B 6
C 6
D 6
57'-0" 11'-8"
16'-0"
5'-10"
5'-10"
2'-9"
2'-9"
11'-4"
5'-0"
2'-9"
2'-9"
18'-0"
5'-10"
5'-6"
6 X 6 TRT'D POST FULL HGT
4'-0"
10'-0"
4'-0"
2/8 X 4/6
4 X 4 POST TO RAIL
2/8 X 4/6
THIS PLAN SET COPYRIGHT BY (2) 2X10 HDR
5'-5"
(2) 1-3/4" X 11-1/4" (NJ3) LVL HDR 3/0 X 5/6 3/0 X 5/6
TREATED COVERED PORCH
13'-8"
2'-0"
12'-0"
BREAKFAST (2) 2X10 HDR
2/8 X 5/6
11'-4 1/2"
17'-8"
2/8 X 6/8
BDRM #2 5'-8 1/2"
(2) 2X10 HDR
36" GAS D.V. F/P
PANTRY
2/4
33'-4"
TEMPERED 5/0 X 2/0
(2) 2X10 HDR
7'-0"
G G
6'-1"
72" VANITY
LINEN
2/0
6'-0"
INTERIOR BEARING WALL TYPICAL
3'-2"
3'-2"
16'-4"
5'-7"
6. ENSURE FINAL PLACEMEN DOES NOT CONFLICT WITH OR SHOWER DRAINS
2'-4"
2868
3'-0"
2/0
15'-1 1/2"
R&S
2/4
3'-2"
2'-1"
COAT
3/0 C/O
11'-6"
W.I.C.
58'-0"
R&S
2/8
60" VANITY
3/0 C/O
HALL BATH
OLD TAVERN
R&S
REF
LINEN
13'-7" R&S
4'-6"
6'-6 1/2"
2/0 X 3/2 (2) 2X10 HDR
5. POINT LOAD
5 SHLVS
8'-6"
2'-8"
5 SHLF
5'-0"
4. MIN. 2 STUDS UNDER ALL BEAM ENDS.
3/0
6'-8 1/2"
16'-1"
3'-7"
10'-7"
3. ALL NON-STRUCTURAL HE BE (2) 2 X 6 FOR 2 X 4 WAL 6 FOR 2 X 6 WALLS
5 SHLF
5'-11"
1'-10 1/2"
2/0
MICRO HOOD
KITCHEN
CLO
3'-9"
8'-6 1/2"
LAUNDRY
30" ACCESS
R&S
2/8
7. SOLID BLOCKING REQUIR ALL POSTS, LOCATIONS ABO
8. DOUBLE JOIST OR BLOCK UNDER ALL PARALLEL PARTITIONS.
9. ALL LUMBER FOR BEAMS, AND HEADERS #2 SYP.
10. PROVIDE PRESSURE TR BAND AT ALL STOOPS, PORC DECKS.
EP
5'-4 1/2"
11'-4"
5'-5"
11. ALL STUDS TO BE SPF STD & BETTER GRADE.
11'-4 1/2"
4'-5"
3'-0"
(2) 2X10 HDR SEAT
5'-11"
2'-0"
2. HEADERS IN LOAD BEARI AND EXTERIOR WALLS W OF 4'-0" OR GREATER ARE PLANS AT EACH OPENING HEADER NOT BE DENOTE CALL SD & D DESIGNS AT 768-9590 FOR HEADER SIZ
SEAT
3'-0"
21'-0"
3'-9"
2/0
58'-0"
DATE PRINTED: 11/23/2016
D
1. ALL NON-STRUCTURAL IN WALLS TO BE FRAMED @ (U.N.O.)
G G
2/8
(2) 2X10 HDR
5'-6" 38'-7 1/2"
2/4 X 5/2
W
FRAMING NOT
MASTER BATH
2/8
FAMILY SHELF ABOVE
TILED SHOWER
UP
5- 16" SHLVS
2/6
DB15
3'-6"
RAISED TOP
R&S
3'-0"
CLO
14 T @ 9" 15 R @ 7-15/16
2/6
24 X 72 ISLAND
3'-2"
SB 36
2'-1"
7'-10 1/2"
D/W
5/0
DOWN
3/0
4'-9" 11'-11"
2'-0"
STAIRWELL
11'-8"
3/0
18'-8"
(2) 2X10 HDR
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
14'-4"
8'-6 1/2"
6'-8"
6'-7 1/2"
MASTER BDRM 12" ANGLED RAISED TREY
THIS PLAN HAS BEEN LICENSED TO:
(2) 1-3/4" X 9-1/2" (NJ3) LVL HDR 2/8 X 4/6 2/8 X 4/6
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
5'-5"
(3) 2 X 8 PORCH BEAM
2'-8"
(2) 2X10 HDR
10'-10 1/2"
2/8 X 4/6
5'-4 1/2"
(2) 2X10 HDR
11'-9"
22'-4"
12. ALL LVL'S TO BE 1.75" WI & 2.0 E MIN.
2 X 6 WALL
13. ALL EXTERIOR WALLS 4" 8.3
2/8 X 5/6
2/8 X 5/6
(2) 1-3/4" X 9-1/2" (NJ3) LVL HDR
12'-4"
GUARD / HANDRAILS ONLY IF REQUIRED PER GRADE
6'-4 1/2"
COVERED PORCH
NOTE: 5/8" TYPE X DRYWALL AT CEILING. 1/2" DRYWALL AT COMMON WALLS, AND WALLS SUPPORTING JOISTS.
REVISED 10/25/2016
1ST FLOOR
8.3
5'-0"
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
2 X 6 WALL 4'-0"
12'-8"
SQUARE FOOTAGE
10" COLUMN
SEE SECTION FOR PORCH BEAM 5'-0"
SEE OTHER NOTES ON GEN NOTES & INFORMATION SHE NOTES SUPERCIDE GENERA
24'-8"
24'-8"
2/8 X 5/6 2/8 X 5/6 (2) 1-3/4" X 9-1/2" (NJ3) LVL HDR
GARAGE OPENER
24'-8"
(2) 2X10 HDR
2'-3 1/2"
R&S
3/0 X 6/8
13'-11 1/2"
FRAMING INTERIOR & FACE RELEASED FOR SHEATHING EXTERIOR CONSTRUCTION
16'-3"
12" ANGLED RAISED TREY
7.0
5 FT KNEEWALL
PERMIT15.PLAN ALL WALL DIMENSIONS T
16/0 X 8/0
W.I.C.
14. ALL INTERIOR WALLS 3-1 U.N.O.
13'-0"
12'-4"
DINING
2/4
R&S
BDRM #3
4'-6"
1'-7 1/2"
9'-4 1/2"
ENTRY
7.0
STORAGE / BONUS
TREATED STEPS
(3) 1-3/4" X 16" LVL HOLD FLUSH TO TOP OF WALL FALSE FRAME BELOW
32" TUB/ SHOWER
E 6
E 6
(2) 2X10 HDR
2/8 X 4/6
(2) 2X10 HDR
2/8 X 5/6 6'-0" 5'-4"
6'-0" 12'-0"
17'-4"
2'-8"
2'-8"
5'-10"
5'-4"
5'-10"
E 6
2/8 X 5/6
5'-6"
11'-8"
DATE: 11/23/2016
5'-6"
11'-8"
SCALE: 1/4" = 1'
17'-0"
22'-8"
BY: K.A.L.
57'-0"
B 6
C 6
D 6
A 6
B 6
PLAN #: 24013
D 6
C 6
OPENING NOTES
STRUCTURAL NOTE
2ND FLOOR PLAN SCALE = 1/4 in = 1 ft
1. 7'-0" TO TOP OF 1ST LEVEL WINDOWS WINDOW HEADER HEIGHTS ARE 7'-0" U.N.O.
1ST FLOOR PLAN SCALE = 1/4 in = 1 ft
THIS NUMBER IS POUNDS IN KIPS. 11300 POUNDS. 1 KIP = 1000 POUNDS
2. ALL INTERIOR OPENINGS ARE 6'-8" TALL U.N.O.
11.3
3. BUILDER RESPONSIBLE FOR SPECIFYING ALL TEMPERED GLASS.
MAIN LIVING LEVEL & DECK DETAILS
PAGE 4 of 7
47'-3 1/2" 25'-8 3/4"
21'-6 3/4"
ROOF FRAMING NOTES:
12
12 33.69°
33.69°
11'-10 7/8"
TRUSS ROOF 1. THE MANUFACTURER OF THE PRE-ENGINEERED WOOD TRUSSES SHALL PROVIDE DRAWINGS OF EACH TRUSS SEALED BY A PROFESSIONAL ENGINEER IN THE STATE OF CONSTRUCTION. TRUSS DRAWINGS,REQUIREMENTS, INCLUDING A SEPARATE LIST OF ITEMS REQUIRING SPECIAL ATTENTION BY THE BUILDING DESIGNER AND ITEMS LISTED BELOW AS 2(B) SHALL BE PROVIDED TO SD & D DESIGNS FOR REVIEW AND APPROVAL PRIOR TO HAVING THE THE DRAWINGS APPROVED BY THE BUILDER , SEALED OR FABRICATED.
8
8 13'-9 7/8"
11'-7 3/8"
9'-11 3/8"
3 POINT BEARING TRUSS
12 18.43 4
12 TRUSS MAY BE EXTENDED TO COVER PORCH
TRUSS BEARING POINT 2
TRUSS BEARING POINT 3
12'-0"
2'-9 1/2"
DINING
C 6
D 6
3. THE TRUSS MANUFACTURER SHALL LIMIT THE REACTION FROM GIRDER TRUSS TO 425 PSI ON WALL PLATES BELOW. BEARING ENHANCERS MAY BE USED.
TRUSS PROFILE CT4
TRUSS BEARING POINT 1
34'-4"
THIS PLAN SET COPYRIGHT BY
GIRDER TRUSS
BEAM
1'-0" 5'-5"
SCALE = 1/4" = 1 FT
12'-0"
CLASS A FIBERGLASS SHINGLES
2'-4"
9'-4"
1'-0" 12" ANGLED RAISED TREY
SHEATHING TO SHEATHING 40'-11" DEDUCT 1" FOR STUD TO STUD
32'-0"
TRUSS @ 24" O.C.
SHEATHING TO SHEATHING 38'-7 1/2" DEDUCT 1" FOR STUD TO STUD
VINYL SOFFIT
8 : 12
DBL. 2 X 4 TOP PLATES
!
8 : 12
2 X 6 @ 16" O.C. OVERBUILD TYPICAL
1/2" DRYWALL
2 X 4 SPF @ 16" O.C. SGL BOTTOM PLATE
27'-7 1/2"
1X 6 ALUM. WRAPPED
SIDING PER SPEC.
STUD TO SHEATHING 33'-4" DEDUCT 1/2" FOR STUD TO STUD
2'-0"
2'-0"
15 LB FELT OVER 7/16" ROOF SHEATHING W/ ICE SHIELD TO 24" INSIDE OF WALL ALUM. DRIP CAP ALL EDGES
R-15 INSULATION
DANGER LADDER FRAMING TO MATCH CHORD SIZE
12"
WEB DESIGN PER TRUSS MFG.
19'-3 3/4"
R-38 INSULATION
!
!
WARNING
CAUTION
DROPPED GABLE TRUSS
1/2" DRYWALL
RIM BOARD PER MANUF.
11-7/8" I-JOIST SEE PLAN FOR SERIES & SPACING
2'-0"
7'-4 1/2"
2'-3 1/2"
ANY TRUSS CAN SELF DESTRUCT FROM THEIR OWN WEIGHT WITHOUT PROPER TEMPORARY BRACING. TRUSSES OVER 30 FT BECOME MORE UNSTABLE WITHOUT BRACING!
2 X 6 @ 16" O.C. OVERBUILD TYPICAL
THIS CAN CAUSE DEATH OR INJURY!
R-19 INSULATION 1/2" A.B. OR APPROVED STRAP SPACED PER CODE APPROX
SEE TRUSS MFG DOCUMENTATION FOR TEMPORARY BRACING REQUIREMENTS
4" C.M.U. W/ BRICK FI NISH G
RADE
12" ANGLED RAISED TREY
8" C.M.U. SOLID FILL TOP COURSE 24" MIN
RELEASED FOR CONSTRUCTION
1'-0"
12 : 12
12 : 12
OVERBUILD
UNDISTURBED SOIL
CENTERLINE OF RIDGE 12'-0 3/4"
HOUSEWRAP OVER 7/16" OSB CONTINUOUS SHEATHING
2'-3 1/2"
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
TRUSS DESIGN CRITERIA 2X6 @ 16" O.C.
DROPPED GABLE TRUSS
12 : 12
4 : 12
GIRDER TRUSS
SCALE : 1/2" = 1'
1. ALL GABLE TRUSS TO BE DROPPED 2. FIELD FRAME ALL LADDERS OVER DROPPED GABLES 3. FIELD FRAME ALL VALLEY OVERBUILDS 4. MAXIMUM GIRDER LOADS TO TOP PLATE NO TO EXCEED 425 PSI
1'-7 1/2"
TYPICAL HOUSE WALL SECTION
SQUARE FOOTAGE REVISED 10/25/2016
1'-7 1/2"
(2) ROWS #4 RE-BAR
TRUSS DESIGN NOTES
cL 2'-3 1/2"
16" W X 8" D 2500 P.S.I. CONCRETE
PERMIT PLAN
8'-8"
6 MIL. VAPOR BARRIER
2'-4"
24" MIN
2 X 8 TRT'D SILL
TEMPORARY BRACING IS REQUIRED WHEN INSTALLING TRUSSES.
2'-3 1/2"
WOOD BASE
19'-3 3/4"
3/4" T & G PLY GLUED & NAILED
DROPPED GABLE TRUSS
HOUSEWRAP OVER 7/16" OSB CONTINUOUS SHEATHING
ROOM TRUSS PER MFG
TRUSS MAY BE EXTENDED TO COVER PORCH
BASED ON THE LOCATION OF THIS HOUSE THE FOLLOWING DESIGN CRITERIA SHALL BE USED SNOW: 20 P.S.F WIND: 90 MPH HEIGHT: 25' EXPOSURE CLASS: B
2 X 4 SPF @ 16" O.C. SGL BOTTOM PLATE
12 : 12
1/2" DRYWALL
1'-0"
12 : 12 1'-0"
22'-8"
ALIGN FASCIA'S 2 X 8 TRT'D SILL
4" 3500 PSI CONCRETE W/ FIBER MESH OVER 6 MIL POLY & FILL AS REQUIRED.
E 6
1/2" A.B. OR APPROVED STRAP SPACED PER CODE APPROX
24" MIN
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
ENGINEERED TRUSS @ 24" O.C. SEE PROFILES/ SECTIONS
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
THIS PLAN HAS BEEN LICENSED TO:
8
DATE PRINTED: 11/23/2016
13'-4"
6'-7 1/2"
12
SEND TRUSS PROFILES & LAYOUTS TO SD & D DESIGNS PRIOR TO MANUFACTURE EMAIL TO: [email protected]
2'-4"
4 : 12
TRUSS BEARING
TRUSS PROFILE CT1
5'-5" CANTILEVER
TRUSS BEARING
CT4
2'-4"
TRUSS PROFILE
TRUSS MFG. NOTE
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
1'-0"
FAMILY RM
B 6
HEEL HGT
A 6
1'-0"
HEEL HGT
4 18.43
2. THE TRUSS MANUFACTURER IS RESPONSIBLE FOR PROVIDING INSTALLATION DETAILS FOR ALL TRUSSES; (A) INCLUDING THE DESIGN AND LOCATION OF ALL TEMPORARY AND PERMANENT BRACING. (B) INCLUDING THE DESIGN AND LOCATION ALL TRUSS HANGERS, BEARING ENHANCERS AND OR CONNECTORS AS NEEDED FOR ALL TRUSS SUPPLIED.
OLD TAVERN
WEB DESIGN PER TRUSS MFG.
FI NISH G
E 6
DATE: 11/23/2016
4" C.M.U. W/ BRICK
ROOF FRAMING PLAN
8" C.M.U. SOLID FILL TOP COURSE
SCALE = 1/4 in = 1 ft NOTE: ALL FRAMING TO BE TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE
RADE
UNDISTURBED SOIL
SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013 DROPPED ROOM / STRUCTURAL GABLE TRUSS
16" W X 8" D 2500 P.S.I. CONCRETE (2) ROWS #4 RE-BAR
TYPICAL GARAGE WALL SECTION SCALE : 1/2" = 1'
A 6
B 6
C 6
D 6
ROOF PLAN & TYPICAL SECTIONS
PAGE 5 of 7
12
12
12
33.69°
33.69°
33.69°
8
8
8
TRUSS PROFILE CT1
12
TO STUD. 5'-5" FROM SHEATHING
38'-7 1/2"
DEDUCT 1" FOR STUD TO STUD
1'-0"
2 X 6 @ 16" O.C. or truss
18.43 4
4 18.43
2 X 4 @ 32" O.C.
2 X NAILER
5'-5 1/2"
40'-10" STUD TO STUD
2'-9 1/2"
WEB DESIGN PER TRUSS MFG.
5'-8"
3'-2"
12" O.H. TYP TRUSS BEARING
OVER WALL HEIGHT / HEEL HGT
12
(3) 2 X 8
1'-0"
1/2" PLY. WRAPPED OVER 2X4 NAILER
COVERED PORCH
THE DESIGN GUY THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
W.I.C.
DINING 9'-1 1/2"
LAUNDRY
HALL
10'-1 1/2"
HALL BATH
2 X 4 STUB WALL BELOW BEAM
KITCHEN
BREAKFAST 9'-1 1/2"
BDRM #2
9'-1 1/2"
THIS PLAN SET COPYRIGHT BY TREATED COVERED PORCH
(1) 2X8 (FB2)
SECTION
SECTION
LADDER FRAME BETWEEN TRUSS
OLD TAVERN
STORAGE / BONUS
14 T @ 9" 15 R @ 7-15/16
MASTER BDRM
MASTER W.I.C.
GARAGE
12 33.69°
8
PERMIT PLAN
12 PIER BEYOND
RELEASED FOR CONSTRUCTION
33.69°
8
C 6
45°
12
SQUARE FOOTAGE 12
REVISED 10/25/2016
4 18.43
ROOM TRUSS
WEB DESIGN PER TRUSS MFG.
33'-4"
1ST FLOOR
STUD TO SHEATHING DEDUCT 1/2" FOR STUD TO STUD
STORAGE / BONUS
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
ALIGN FASCIA TO TRUSS PROFILE CT1
MASTER BATH MASTER BDRM
CEILING
W.I.C. 9'-1 1/2"
SCALE = 1/4 in = 1 ft
12
1'-0"
SECTION
GARAGE
DOOR BEYOND
9'-1 1/2"
DATE PRINTED: 11/23/2016
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
SCALE = 1/4 in = 1 ft
B 6
SCALE = 1/4 in = 1 ft
A 6
THIS PLAN HAS BEEN LICENSED TO:
PIER BEYOND
PIER BEYOND
2 X 6 WALL
DATE: 11/23/2016
GARAGE
SCALE: 1/4" = 1' PIER BEYOND
BY: K.A.L. PLAN #: 24013
1ST FLOOR
SECTION SCALE = 1/4 in = 1 ft
SECTION SCALE = 1/4 in = 1 ft
E 6
D 6
SECTIONS
PAGE 6 of 7
BWL D CS-WSP 39'-0"
18'-0" 2'-5 1/2"
3'-1 1/2"
2'-9 1/2"
3'-1 1/2"
2'-8"
5'-0"
5'-5"
3'-3 1/2"
BWL 3 CS-WSP
= 800# HOLD DOWN (2) SIMPSON LTP4
10'-6"
3'-3 1/2"
3'-4"
THIS PLAN SET COPYRIGHT BY F.J.
THE DESIGN GUY
5'-0" D/W
RIMBOARD
SILL OR TOP PLATE
24'-3 1/2"
UP
33'-0 1/2"
G G
BOTTOM PLATE
THE INFORMATION AND DESIGNS CANNOT BE USED OR REPRODUCED IN WHOLE OR PART WITHOUT EXPRESS WRITTEN CONSENT. © 2016 ALL RIGHTS RESERVED
SIMPSON (2) LPT 4 = 800 # HOLD DOWN
FOR A ONE (1) TIME BUILD AT LOCATION INDICATED AT LEFT
BWL 5 CS-WSP
2'-8"
7'-4"
HOLD DOWN DETAIL
BWL 2 CS-WSP
EP
16'-0"
OPENER
3'-4"
3'-1 1/2"
24'-11 1/2"
12'-8"
BWL 4 CS-WSP 3'-2"
4'-1 1/2"
12'-4"
8'-7 1/2"
4'-2"
34'-4"
BWL C CS-WSP
9'-0"
BWL B CS-WSP
BWL A CS-WSP
4'-2"
BWL 1 CS-WSP
22'-8" 57'-0"
1ST FLOOR PLAN BRACED WALL LINES / PANEL LAYOUTS
OLD TAVERN
DATE PRINTED: 11/23/2016
: Ver 8 : File Name: 24013, Vertical, Old Tavern OLD TAVERN
18'-3"
THIS PLAN HAS BEEN LICENSED TO:
58'-0"
18'-4 1/2"
37'-0"
SCALE = NTS
SCALE 1/8" = 1 FT
PERMIT PLAN RELEASED FOR CONSTRUCTION
SQUARE FOOTAGE REVISED 10/25/2016
1ST FLOOR
2001 SF
BONUS
326 SF
GARAGE
554 SF
REAR PORCH
248 SF
FRONT PORCH
130 SF
DATE: 11/23/2016 SCALE: 1/4" = 1' BY: K.A.L. PLAN #: 24013
BWP LAYOUTS & CALCS
PAGE 7 of 7
