HomeMy WebLinkAbout9 Victory Ln plan 2GENERAL NAILING SCHEDULE
JOINT DESCRIPTION
IVUMBE.R OF;;
NUMBER .OF
C04MON NAIL,
BOX 1iLS
..'
NAIL S'ACI
ROOF FRAMING
BLOCKING TO RAFTER (TOE -NAILED
2-8D
2-1 OD
EACH END
- AIL D
I BOARD TO RAFTER (END -NAILED)
RIM
- 6D
2 1
- 6D
3 1
EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE -NAILED)
4-16D
5-16D
AT JOINTS
STUD TO STUD (FACE NAILED)
2-16D
2-16D
24" O.C.
HEADER TO HEADER (FACE -NAILED)
16D
16D
16"
O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE -NAILED)
4-8D
4-10D
PER JOIST
BLOCKING TO JOIST (TOE -NAILED)
2-8D
2-10D
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE -NAILED)
3-16D
4-16D
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED)
3-16D
4-16D
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED)
3-8D
3-10D
PER JOIST
BAND JOIST TO JOIST (END -NAILED)
3-16D
4-16D
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED)
2-16D
3-16D
PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.
8D
10D
6"
EDGE / 6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8D
10D
4"
EDGE / 4" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG
8D
10D
6"
EDGE / 6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS
8D
10D
6
EDGE / 6 FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
8D
10D
4"
EDGE / 4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
5D COOLERS
-
7"
EDGE / 10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
8D
10D
6"
EDGE / 12" FIELD
1/2" AND 25/32" FIBERBOARD PANELS
8D1
-
3"
EDGE / 6" FIELD
1/2" GYPSUM WALLBOARD
5D COOLERS
-
7"
EDGE / 10" FIELD
FLOUR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS
8D
10D
6"
EDGE / 12" FIELD
GREATER THAN 1"
10D
16D
6"
EDGE / 6" FIELD
1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.
NAILS- UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED.
WALL OPENINGS - HEADERS IN LOADBEARING WALLS & NON-LOADBEARING WALLS
HEADER SPAN (FT.)
MINIMUM HEADER
SIZE
REQUIREMENTS AT EACH END OF HEADER
NUMBER OF
FULL -HEIGHT STUDS
UPLIFT (LB.)
LATERAL (LB.)
HEADERS IN LOADBEARING WALLS
2
2-2X4
1
277
132
3
2-2X4
2
416
198
4
2-2X4
2
554
264
5
2-2X4
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1,108
528
9
3-2X10
3
1,247
594
10
3-2X12
4
1,385
660
11
4-2X10
4
1,524
726
HEADERS IN NON-LOADBEARING WALLS AND WINDOW SILL PLATES"
2
1-2X4 (FLAT)
1
60
132
3
1-2X4 (FLAT)
2
90
198
4
1-2X4 (FLAT)
2
120
264
5
1-2X4 (FLAT)
3
150
330
6
1-2X6(FLAT)
3
180
396
7
1-2X6 (FLAT)
3
210
462
8
1-2X6 (FLAT)
3
240
528
9
2-2X6 (FLAT)
3
270
594
10
2-2X6 (FLAT)
4
300
660
11
2-2X6 (FLAT)
4
330
726
12
2-2X6 (FLAT)
5
360
792
FOR NON -LOADING BEARING WALLS AND WINDOW SILL PLATES,
2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT)
161a[oy_l=Ito] Iad
1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF
THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR
APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF
ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS
MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECTS DOCUMENTS
REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE
AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES
WILL BE ADDITIONAL SERVICES.
2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION
WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR
WALL PLASTER BOARD/FINISH.
3. CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL
EXISTING HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION
AND CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE
NECESSARY TO INSURE SUCH PROTECTION.
4. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY ARCHITECT
OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
5. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/
SHORING ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL
INTEGRITY OF EXISTING HOUSE.
6. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH
DESIGN INTENT.
7. DASHED LINES INDICATED EXISTING CONDITIONS TO BE REMOVED/ALTERED.
8. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT
DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE
THE WORK.
9. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES
DESIGN INTENT.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION
MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY.
SIDING (SEE ELV
"TYVEK" HOUSEWI
1/2" CDX PLYW(
2X4 ® 16" O.C.
R-19 FBGLS INS
2 MIL. POLY VAI
1/2" GYP. BOAR
TYP. EXTERIOR
SCALE 1-1/2" = 1'-0"
WALL
FRAMING NOTES:
1. ALL FRAMING LUMBER SHALL BE HEM -FIR GRADE NO. 2 OR S.P.F. (SPRUCE - PINE - FIR) GRADE NO. 1 AND 2
OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE
AMERICAN FOREST AND PAPER ASSOCIATION, THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL
BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM
ALLOWABLE MODULUS OF ELASTICITY (E) SHA_L BE 1,400,000 P.S.I.
2. ALL LVL'S TO BE BOISE CASCADE OR I - LEVEL WEYERHAUSER VERSA -LAM 3100FB OR APPROVED EQUAL.
THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM
1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE 'WITH THE
MANUFACTURER'S INSTRUCTIONS.
3. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR
STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE
FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS.
4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH
PARTITION.
5. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN
JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR
ALL POSTS.
6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND
SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED
ON THE PLAN.
7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING
AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC.
PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL.
8. BUILT-UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED
TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU-BOLTED WITH 1/2
INCH DIAMETER THRU-BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 "
O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER.
9. ALL MANUFACTURERED FLOOR I -JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT
SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION.
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (two braced wall segments)
Extent of header (one braced wall segment)
9 )
Pony
wall
height,
° ° ° 0 °
° °
° ° ° °
° ° °
Min. 3" x 11-1/4" net header
°
° °
°
Header shall be Top plate
12'
Max.
oo
10 fastened to the continuity is
total
° °
CAI
.X
king stud with required per
wall
0O
CU
0°
6-16D sinker nails R602.3.2
height
° °
00
°
a) 00
°
Minimum 1000 lb header -to-
° °
U) °
° jack -stud strap shall be centered
10'
00
00
at bottom of header and installed
Max.
° on backside as shown on
° °
0
height
0 0
0 4) side elevation
°°
°
0/
2' to 18' (finished width)
°°
°
Braced wall line with
°°
°°
Min. number of continuous sheathing
° °
°
° studs shown
°°
No. of jack studs
Full-length per table R502.5(1&2)
kinq stud
2 Anchor bolts per R403.1.6 required
Foundation per code
Side Elevation
Min. 1000 Ilk
tension strap,.
Strap shall be
centered at
bottom of
header.
Sheathing
filler if needed
16d sinker
nails in 2 rows
@3"0.C.
Wood Structural
panel must be
continuous from
top of wall to
bottom of wall,
or from top of
wall to permitted
splice area
Full-length
king studs
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
Fasten sheathing to header with 8d common nails in 3-in. grid pattern as shown and 3 in. o.c. in all framing
(studs and sills) typ.
20 For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur
within the middle 24 in. of wall height. One row of 3 in. o.c. nailing is required at each panel edge.
O Min. length based on 6:1 height -to -width ratio. For example: 16 in. min. for 8 ft. height.
TOP PLATE SPLICE
BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE :(FT.)
SPLICE LENGTH
(FT.)
12
16
20
24
28
32
36
40
50
60
70
80
NUM B.E.R OF 16D COMMON NAILS PER EACH SIDE OF SPLICE
2
4
6
8
8
NP
NP
NP
NP
NP
NP
I NP
NP
4
4
6
7
8
10
12
14
16
NP
NP
NP
NP
6
4
6
7
8
10
12
14
16
20
24
NP
NP
8
4
6
7
8
10
12
14
16
20
24
28
32
NP= NOT PERMITTED
WALL CONNECTIONS FOR
UPLIFT
UD PACING
STS(LB.j
12" O.0 127
16" O.0 169
24" O.0 253
* TABLE TAKEN FROM-
ENDWALL ASSEMBLIES
WALL HEIGHT (FT.)
8
10
12
14
16
18
20
PLATE -TO -STUD - NO. OF 16D COMMON NAILS - (ENDNAILED
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
3
3
3
4
AMERICAN FOREST & PAPER ASSOCIATION
DEMOLITION NOTES:
1. CONTRACTOR SHALL VISIT THE SITE TO VERIFY AND BE FULLY AWARE OF EXISTING
CONDITIONS PRIOR TO START OF WORK. CONTRACTOR SHALL IDENTIFY ALL EXISTING
ITEMS OF WORK SCHEDULED TO REMAIN OR SALVAGED FOR REUSES.
2. ALL DEMOLITION WORK SHALL BE PERFORMED IN ACCORDANCE W/ STATE & LOCAL REGULATIONS.
CONTRACTOR SMALL SECURE AND PAY FOR ALL REQUIRED DEMOLITION PERMITS.
3. COORDINATE ALL DEMOLITION OPERATIONS W/ OWNER FOR SHUTDOWN PERIODS & SEQUENCES OF WORK.
ARRANGE W/ OWNER &/OR APPROPRIATE UTILITIES FOR SERVICE SHUTOFFS BEFORE BEGINNING DEMOLITION
OPERATIONS. PROVIDE TEMPORARY DUST PARTITIONS, BARRICADES, AND PROTECTIVE ENCLOSURES TO
PROPERLY SECURE, ISOLATE, AND WATERPROOF AREAS OF WORK AND EXISTING AREAS AND ELEMENTS
TO REMAIN. THE CONTRACTOR SHALL PERFORM THE WORK OF THIS CONTRACT IN A MANNER THAT
CAUSES NO DISRUPTION TO THE CONTINUOUS OCCUPATION, WHEN AND WHERE APPLICABLE, OF THE BUILDING
& SITE FOR THEIR INTENDED PURPOSE.
4. REMOVE ALL DEMOLISHED MATERIALS IN ACCORDANCE WITH LOCAL REGULATIONS.
5. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM TO BE REMOVED IN THE DEMOLITION WORK.
PLUMBING, ELECTRICAL, AND OTHER WORK RELATED TO A WALL, OR OTHER AREA SCHEDULED FOR
DEMOLITION AND REMOVAL, SHALL BE PERFORMED WHETHER NOTED OR NOT.
6. THE EXTENT OF ALL SPECIFIC DEMOLITION WORK SHALL BE COORDINATED W/ THE CONTRACT DOCUMENTS.
7. CONTRACTOR SHALL PATCH/REPAIR/REFINISH, AS REQUIRED, ALL SURFACES EXPOSED BY DEMOLITION WORK
WITH MATERIALS & METHODS TO MATCH FINISH AND MAKE FLUSH W/ EXISTING ADJACENT SURFACES. WORK
SHALL INCLUDE ALL LABOR & MATERIALS ON ALL SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE
TO, RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE W/ MANUFACTURER'S SPECIFICATIONS.
8. CAP & REMOVE ALL ABANDONED ELECTRICAL, PLUMBING, MECHANICAL, AND FIRE PROTECTION ITEMS
BACK TO SOURCE.
9. WHERE EXISTING FINISHES ARE INDICATED TO REMAIN AS BASE MATERIAL SURFACES FOR INSTALLATION OF
NEW FINISH, REMOVE ALL PROJECTIONS AND VOIDS AND SECURE OR REMOVE AND REPLACE ANY EXISTING
LOOSE OR OTHERWISE UNSUITABLE SUBSTRATE MATERIAL.
I Ill 11
ai h Lh- 'c t s
dAl
rr
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(508) 760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
PROPOSED
CONDITONS
AT*
9
VICTORY
LANE
SOUTH
YA R M OU TH ,
PROJECT # 421022
2022 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR:
DATE:
b 9
PROJECT TRUE
SCALE: 1 /4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A*2
TOTAL NUMBER OF SHEETS
IN SET:
2
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS