HomeMy WebLinkAbout32 Leeward Run - Building SectionsFASTENER SCHEDULE FOR STRUCTURAL
MEMBERS
JOIST TO SILL OR GIRDER, TOE NAIL
3-
8D
ABOVE UNHEATED SPACE TO BE IN ITED, JMH 6" R-19
F.G. INSUL. MIN.
SOLE PLATE TO JOIST OR BLOCKING
16D
@
16"
O.C.
STUD TO SOLE PLATE
2-
16D
4,)
(OPTIONAL) ALL HIGH SOUND AREAS LE.
STUD TO TOP PLATE
2-
16D
X 6'S
6'-0"
DOUBLE STUDS FACE NAIL
IOD
@
24"
O.C. MIN.
_
BUILT-UP HEADER TWO PIECES W/ 1/2" SPACER
16D
@
16"
O.C. @ EDGE
CEILING JOISTS TO PLATE; TOE PLATE
3-
8D
—3 1/2" R-13 F.G. INSUL.
3 1/2" R-13 F.G. INSULA
CEILING JOISTS TO PARALLEL RAFTERS
3-
10D
C PLYWOOD SUBFLOOR
RAFTER TO PLATE, TOE NAIL
2-16D
NO NAILED TO JOISTS)
BUILT-UP CORNER STUDS.
TCD
@
24"
O.C. _
RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS
4-16D
RAFTER TIES TO RAFTERS
3-
8D
--I
3/4" SUBFLOOR TO JOISTS EDGES)
8D
@
6"
O.C.
SUBFLCOR TO JOISTS INTERMEDIATE'
8D
@ 12"
C.C.
1/2" SHEATHING TO STUDSEDGES
8D
@
6"
O.C.
SHEATHING TO STUDS INTERMEDIATE
8D
@ 12"
O.C.
1 2 SHEATHING TO STUDS GABLE WALLS
8D
@
6"
O.C.
TYPICAL WALL CONSTRUCTION 2ND FLOOR I
WHITE CEDAR SHINGLES @ 5 112- T.W.
OVER TTYVECK" OVER 1�2" EXTERIOR
PLYWOOD OVER 2" X 4 X 7'-4' STUDS
@ 16" O.C. WITH 2 TOP AND 1 BOTTOM
PLATE = 7'-8 1/2" STUD WALL
Jill
ASPHALT
ROOF
1/2' EXT- SHING'_ES
PLYWOOD (FIR) t2
2 X 6'S @�
16" O.C.
3- 2 X 8'S 11 3/8" SCFFIT-
WOOD BEAM
ro
.IIS I i
I
I
61HGANY
DEOCKIN G
3- P.T. 2 X 8'S -J'..
pV
zl Y/ /
• `12" m CONC.
FILLED SGNOTUB
n
2 X 10'S x 24' G' 16" O.C.-
INSULATION NOTES
1 SKIMCOATPLASTER OVER 1112"
SIZE
1.)
ALL FLOORS BELOW 'HEATED SPACE AND
ABOVE UNHEATED SPACE TO BE IN ITED, JMH 6" R-19
F.G. INSUL. MIN.
2.)
ALL CEILINGS BELOW UNHEATED SPACE
AND ABOVE HEATED SPACE TO BE INSbLAT�D WITI-t40" R-30
F.G. INSUL. MIN,
3.)
ALL EXTERIOR WALLS ABUTTING HEATED
SPACE AND UNHEATED SPACE TO BE INSULATED WITH 3
1/2" R-13 F.G. INSUL. MIN.
4,)
(OPTIONAL) ALL HIGH SOUND AREAS LE.
BATHROOMS, T.V. ROOM & KITCHEN TO BE INSULATED WITH 3 112 SOUND INSULATION
2 X '0'c 0 16" O.C.
112
5.25
12
10
LOFT
x 8s 0
-CONT. RIDGE VENT (TYP.)
2 X 12 RIDGE BOARD
2 X 10'S " 16" C.C.
12
5.25 TYPICAL ROOF CONSTRUCTION
ASPHALT ROOF SHINGLES OVER
2 X 8 �TIES.C. APPROVED SHINGLE BACKING OVER
1/2" EXT. PLYWOOD (FIR) OVER
ROOF RAFTERS (TYPICAL)
9" R -3C F.C. INSULATION
�CGNT. DRIP EDGE OR
2 x 8's 16" SOFFIT VENT
SKIMCOAT PLASTER OVER 1/2"
BLLJE80ARD OR 1/2 GYPSUM
OVER 1 X 3 STRAPPING @ 16" O.C.
(TYPICAL CEILING FINISHES)
BEDROOM
BATH 11 HALL
3 1/2" R-13 F.G. INSUL. 3�4" T & G PLYWOOD SgBFL00R-\
X < NAILER
2 x 12's @ 1 6" o.c I!
WHITE CEDAR SHINGLES @ 5 1/2 TW.
OVER "TYVECK" OVER 1�2" EXTERIOR
PLYWOOD OVER 2" X 4 X 104 5/8" S
@ 16" O.C. WITH 2 TOP AND 1 @CiTOM
PLATE = 9'-i 1/8" STUD WALL
3 1/2" R-13 F.G. INSUL.
DINING ROOM
HALL
2 x 12's @ 16" c.c.
r:n
-PT. 2 X 8 SILL W/ SILL SEAL.r7
II
GALV. FOUNDATION SILL STRAPS : I
® 32" O.C. - IMBEDDED IN CONC.
A MIN, OF 12- (TYPICAL) "
II
8" P.C. FOUNDATION WALL '11
I
11
COLUMN IN FOREGROUND-/ iI
II
i
Ii
8- X 16" P.C. FOOTING
L ---
x 8's @ 16" o.c.--------------
3 1!2' R-13 F.G. INSUL
—---- - _ _ �Y I
2 x 12 s @ 16' o. c.
jo[st hon9ersJ -pit hangers
SKIMCOAT PLASTER OVER 1/2" / 1 9
BWEBOARD OR 1/2" GYPSUM ;vl wood beem-'
OVER 1 x 3 STRAPPING
@ 1b" U.C.
(TYPICAL CEILING FINISHES) '
KITCHEN BREAKFAST
3 ';2" R-13 F.G. !'!5'Jl.
3/4" T & G PLY'P�GOD SUBFLOOR -
(GLUED AND NAILED TO JCISTS)
' 2 x 1 2's @ 1 6" o. c.
�3- 2 X 17S WOOD
BEAM (GIR?)
3 1112" m CONC. FILLED STL. COLUMN
a" P.C. SLAB
24"W X 10"D CONTINUOUS P.C. FOOTING
BUILDING SECTION A—A
JEFFREY A. BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHpUSE ROAD, -EAST SANDWICH, MA,
TEL 508-888-2747
2 x'2S C '°" C.
Y5 C, _
I IN
2 x .2 , �
1 SKIMCOATPLASTER OVER 1112"
SIZE
I ---I �- ,n, o E FR
� c I --I E
ED LJ I E
SIZE
OF
HEADER
ISUPPORTING ROOF ONLY
MAX. LENGTH
SUPPORTING 1'STORY
MAX. LENGTH
ABOVE SUPPORTING 2 STORY ABOVE
MAX. LENGTH
2-
2
X 4S
4'-0"N
A
N A
2-
2
X 6'S
6'-0"
d'-0"
N/A
2
- 2
X 8'S
8'-0"
6'-0"
N'A
-
2
X I O'S
1G -0' 1
—3 1/2" R-13 F.G. INSUL.
x 8s 0
-CONT. RIDGE VENT (TYP.)
2 X 12 RIDGE BOARD
2 X 10'S " 16" C.C.
12
5.25 TYPICAL ROOF CONSTRUCTION
ASPHALT ROOF SHINGLES OVER
2 X 8 �TIES.C. APPROVED SHINGLE BACKING OVER
1/2" EXT. PLYWOOD (FIR) OVER
ROOF RAFTERS (TYPICAL)
9" R -3C F.C. INSULATION
�CGNT. DRIP EDGE OR
2 x 8's 16" SOFFIT VENT
SKIMCOAT PLASTER OVER 1/2"
BLLJE80ARD OR 1/2 GYPSUM
OVER 1 X 3 STRAPPING @ 16" O.C.
(TYPICAL CEILING FINISHES)
BEDROOM
BATH 11 HALL
3 1/2" R-13 F.G. INSUL. 3�4" T & G PLYWOOD SgBFL00R-\
X < NAILER
2 x 12's @ 1 6" o.c I!
WHITE CEDAR SHINGLES @ 5 1/2 TW.
OVER "TYVECK" OVER 1�2" EXTERIOR
PLYWOOD OVER 2" X 4 X 104 5/8" S
@ 16" O.C. WITH 2 TOP AND 1 @CiTOM
PLATE = 9'-i 1/8" STUD WALL
3 1/2" R-13 F.G. INSUL.
DINING ROOM
HALL
2 x 12's @ 16" c.c.
r:n
-PT. 2 X 8 SILL W/ SILL SEAL.r7
II
GALV. FOUNDATION SILL STRAPS : I
® 32" O.C. - IMBEDDED IN CONC.
A MIN, OF 12- (TYPICAL) "
II
8" P.C. FOUNDATION WALL '11
I
11
COLUMN IN FOREGROUND-/ iI
II
i
Ii
8- X 16" P.C. FOOTING
L ---
x 8's @ 16" o.c.--------------
3 1!2' R-13 F.G. INSUL
—---- - _ _ �Y I
2 x 12 s @ 16' o. c.
jo[st hon9ersJ -pit hangers
SKIMCOAT PLASTER OVER 1/2" / 1 9
BWEBOARD OR 1/2" GYPSUM ;vl wood beem-'
OVER 1 x 3 STRAPPING
@ 1b" U.C.
(TYPICAL CEILING FINISHES) '
KITCHEN BREAKFAST
3 ';2" R-13 F.G. !'!5'Jl.
3/4" T & G PLY'P�GOD SUBFLOOR -
(GLUED AND NAILED TO JCISTS)
' 2 x 1 2's @ 1 6" o. c.
�3- 2 X 17S WOOD
BEAM (GIR?)
3 1112" m CONC. FILLED STL. COLUMN
a" P.C. SLAB
24"W X 10"D CONTINUOUS P.C. FOOTING
BUILDING SECTION A—A
JEFFREY A. BARNABY, CPBD
CERTIFIED PROFESSIONAL BUILDING DESIGNER
131 QUAKER MEETINGHpUSE ROAD, -EAST SANDWICH, MA,
TEL 508-888-2747
2 x'2S C '°" C.
Y5 C, _
I IN
2 x .2 , �
2 y IO's. @ 16 " o.c.
2 X 6 LEVELINR SILL
WITH 1/2" PLYWOOD
-P.T. 2 X 6 SILL W/ SILL SEAL
GALV. FOUNDATION SILL STRAPS
0 32" O.C. - IMBEDDED IN CC
A MIN. OF 12" (TYPICAL)
8-W.C. FOUNDATION WALL
8" X 16" P.C. FOOTING
1,. .r+
i
BUILDING SECTIONS
BOB DUNPHY ..�.
DUBLIN CONSTRUCTION
S. YARMOUTH, Ma. 02638
3 1/2" 0 CONC. FILLED STL. COLUMN
4" P.C. SLAB
24"W X 10"D CONTINUOUS P.C. FOOTING
BUILDING SECTION B—B
TYPICAL LUMBER NOTES
I
GRADING MODULUS
GRADE RULES OF
DESIGNATION AGENCY ELASTICITY
(SEE NOTES "E"
1.2,3.4)
-----900-1AE _-_-_- 3 --------- MACHINE __1.000,000__.------------
12,_�,4_______ RATED --- -1,200,CG0
-----------------
-----------------
------ - 2.4 ----------- LUMBER, 1 300,000
145pF._1_a5_. ?��..4_____.2 X 4 1,300,000
' 500E -1.5E ___ _1_,2,3,a __ AND _11400,090 ---------------
1650---
____1650= 1.5E WIDER 1 OG OCO
NOTE 1. Notioncl Lumber Grades Authority; Machine Rated lumber, 2 x 4 & Wider
NOTE 2. Southern Pine Inspection Bureou: Machine Rated Lumber, 2 x 4 & Wider
NQEl. West Coast Lumber Inspection Bureau; Machine Rated Lumber, 2 x 4 &
Wider, Machine Rated Joists. 2 x 6 & Wider
li'Q70 4. Western Wood Products Associotion; Machine Rated
1 SKIMCOATPLASTER OVER 1112"
SIZE
MOD. OF ELASTICITY "E"
SELECT STRUCTURAL
I
1,100,000
OR 1/2' GYPSUM
TYPICAL WAIL. CONSTRUCTION 157 FLOOR
TYPICAL�BLUEBOARD
1,100,000
N0,_2.____________________
OVER 1 X 3 STRAPPING @ 16" O.C.
1WHITE CEDAR SANCI_ES@ 5 1/2 T.W.
OVER "TYVECK OVER 112" EXTERICR
NC. 3.
------------------------------
WIDER
(TYPICAL CEILING FINISHES)
PLYWOOD OVER 2" x 4 X t0a 5/8' S UDS
900.000
@ 16" O.C. WITH 2 TOP AND 1 BOTTOM
PLATE = 9'-1 1/8' STUD WALL
M. BATH
MASTER BEDROOM
m
—3 1/2" R-13 F.G. INSUL.
3 1/2" R-13 F.G. INSULA
I
3/4" T
C PLYWOOD SUBFLOOR
(CLUE
NO NAILED TO JOISTS)
lumber, 2 x a g Wider
2 y IO's. @ 16 " o.c.
2 X 6 LEVELINR SILL
WITH 1/2" PLYWOOD
-P.T. 2 X 6 SILL W/ SILL SEAL
GALV. FOUNDATION SILL STRAPS
0 32" O.C. - IMBEDDED IN CC
A MIN. OF 12" (TYPICAL)
8-W.C. FOUNDATION WALL
8" X 16" P.C. FOOTING
1,. .r+
i
BUILDING SECTIONS
BOB DUNPHY ..�.
DUBLIN CONSTRUCTION
S. YARMOUTH, Ma. 02638
3 1/2" 0 CONC. FILLED STL. COLUMN
4" P.C. SLAB
24"W X 10"D CONTINUOUS P.C. FOOTING
BUILDING SECTION B—B
TYPICAL LUMBER NOTES
I
GRADING MODULUS
GRADE RULES OF
DESIGNATION AGENCY ELASTICITY
(SEE NOTES "E"
1.2,3.4)
-----900-1AE _-_-_- 3 --------- MACHINE __1.000,000__.------------
12,_�,4_______ RATED --- -1,200,CG0
-----------------
-----------------
------ - 2.4 ----------- LUMBER, 1 300,000
145pF._1_a5_. ?��..4_____.2 X 4 1,300,000
' 500E -1.5E ___ _1_,2,3,a __ AND _11400,090 ---------------
1650---
____1650= 1.5E WIDER 1 OG OCO
NOTE 1. Notioncl Lumber Grades Authority; Machine Rated lumber, 2 x 4 & Wider
NOTE 2. Southern Pine Inspection Bureou: Machine Rated Lumber, 2 x 4 & Wider
NQEl. West Coast Lumber Inspection Bureau; Machine Rated Lumber, 2 x 4 &
Wider, Machine Rated Joists. 2 x 6 & Wider
li'Q70 4. Western Wood Products Associotion; Machine Rated
EASTERN Vd00DS (surfaced dry or surfaced green)
SPECIES OR GRADE_
SIZE
MOD. OF ELASTICITY "E"
SELECT STRUCTURAL
I
1,100,000
N0. 1 &APPEAR. �2
X 5
1,100,000
N0,_2.____________________
AND
__._____.___7,100000___._________.
NC. 3.
------------------------------
WIDER
900.000
-----------------------------------------
sruD
900.000
lumber, 2 x a g Wider
EASTERN Vd00DS (surfaced dry or surfaced green)
SPECIES OR GRADE_
SIZE
MOD. OF ELASTICITY "E"
SELECT STRUCTURAL
I
1,100,000
N0. 1 &APPEAR. �2
X 5
1,100,000
N0,_2.____________________
AND
__._____.___7,100000___._________.
NC. 3.
------------------------------
WIDER
900.000
-----------------------------------------
sruD
900.000