HomeMy WebLinkAbout04) Roof and Floor Framing Plan 2021 03 02 - KleinNAILING SGHEDULE
EDGE
FIELD
ITEM
NAIL SIZE
SPACING
SPACING
NOTES
ZONE 1 d 2
+ All Joints in roof decking shall be
(8d round head
4" o,r_
6" o.c,
covered w/ mtn, of 4" wide self-
19/32" CDX
ring shank)
adhering polymer modified bitumen
ZONE 3
Roof sheathing
tape applied directly
(8d round head
4" o.c,
4" o,c,
to the sheathing (secondary water barrier)
ring shank)
Roof sheathing
ad round head
4" o
N/A
Nail 2x fascia to truss ends w/ (2)
to top of fascia
ring shank
.c.
16d nails (min,)
15/32" CDX
ad
4" o c.
6" o.c.
Wall sheathing
23/32" T4G
4" o.c.
6" o.c.
Glue all plywood
Floor sheathingloci
(PL400 orequal)
Stud to
16d
3 per header ply
2 x 12 header
Top plate splice
16d
8 per splice
Plate overlap minimum
24", over I stud
14 ga., 1,5" leg, 3/4"
Install lath per ASTM C-1063-99, self -
Wall metal lath
crown staples
6" c,c, along
furring diamond lath, Overlap paper
Framing member
1 1/2" overlap lath 1" min, at edges
Ceiling B soffit
6d x 1/4" head
6" o.c, along
Install lath per ASTM C-1063-99,
metal lath
roofing nails. (1 3/4"
framing member
High ribbed lath
min, embed.
I
1" min, overlap at edges
EDGE
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ROOF SHEATHING NAILING ZONES
1
2 MARK MAXIMUM SIMPSON MIN. NAILING/ 1
ALLOWED MODEL BOLTS REQUIRED
R TO TRUSS TO PLATE REMARKS 1
A 1620 LGT2 14-16d 16-16d 2-ply min. 1
B 1125 HTSI6 16-IOd 16-IOCI
� D 885 SF4/6/8 6-10d x 1 1/2 1
0 E 1000 MT612 I-lod l-IOd 1
W F 1315 MSTA18 l-IOd T-IOd 1
4 G 1640 118TA24 9-I001 9-I001 1
'L H 3965 MGT/HDU4 22-I0d I-5/S" bolt 2-ply min. 1
I 10980 HGT-2/I-ITT22 16-I0d (2) 5/8" bolts 2-ply
w
J I115 HT5M16 8-I0d 4-1/4"x2 1/4" Titen Only 1 strap per truss
W K 1450 META20 l-IOdxl 1/2 Only 1• otrojp for-truga
L 1510 HETA20 9-10dxl 1/2 Onl 1 strap per truss r i
O M 2235 HHETA20 10-I0dxl 1/2 OnI9 1 strap per truss ,
U 1
p N 2480 DETAL20 IS-IOdxl I/2 Only I strap per truss
W P 3610 HTT4 IS-IOdxl 1/2" -5/8" bolt 2-ply min. -CAR GARAGE
Q
Q 3965 MGT 22-I0d I-5/8" bolt 2-ply min.
R 3850 HD5 2-3/4" bolts 1-5/5" bolt 2-ply min, i (BELOW)
S 6480 HDl 3-1/8" bolts 1-1" bolt 2-pl9 min.
ALL PRODUCTS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. '
NOTE: SEE LAYOUT FOR ANCHORS SPECIFIED, TABLE ABOVE IS FOR
REFERENCE, NOT ALL PRODUCTS ARE USED FOR THIS JOB, ~ '
(ROOF BELOW)
a
VALLEY TRUSS BY ;
16d TOE -NAIL
6 24" O.C, TRUSS MANUF. ,
Xtu
SEGItLU
ION II A — A II M
1 M
r l �3
' LL
TOP CHORD OF A SIMPSON MT812 STRAP e
SUPPORTING TRUSS EA. SUPPORTING TRUSS,
FASTEN W/ 14-I0d. TYR VALLEY FRAMHNU}
i } '
S 1 '
1 LL B � ; � O p Lit
NOTE: VERTICAL MEMBERS MAY NOT NECELSARILY (EXIST.) 148" BRG, HT, (15'0" T,O,F.)
LINE UP WITH TOP CHORD OF SUPPORTING
---------------
1 1
1 er------- • — — — — — — — — —
- - - - - + - ; ; IST, FL, WALL BELOW
• ------•----------- ' 1---------•------•--------- - 1 1 -------- - --- • 1 /V' //V�,�
1 1,
•-------------•-*_--------'------'-------r-r-' I •--------TT-------------[a ---- [A
' 2x6 RAFTERS Q 24" O,C, - TO q
ALLOW FOR AHU BELOW - 5IMP50N }
U26 WAGERS AT GDR, 8 MT512 LU
' W
' TAPS AT WALL
-- --------------------------------
------- --------
--------------------- I ----------
_ 1 _
i EXIST. 210' BRCS 1-IT'622'�.O,F,) + •� ? k6T1?JILtI2�
1 1
1 1
1 1
MASTER
BATH
I
EXIST,
BRG, HT
T,O.F,)
1
MAST R SITTIN
CATH. CLG, - 'O" SANG HT.
5 I 'r----I I i
NEW (MATCH EXIST,)
BRCS,
=11
AN
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2 '
r LD
LEG O ER 21'8'
BRCS. T. --------------------------,
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GENERAL FRAMING 4 ANCHORAGE NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH
SIMP80N HETA20 UNLESS NOTED OTHERWISE ON LAYOUT,
ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
SIMPSON MTS12 UNLESS NOTED OTHERW16E ON LAYOUT.
ALL NEW MEMBERS ARE ANCHORED TO EXIST, GONG, BM, W1
SIMPSON MTS12 UNLESS NOTED OTHERWISE ON LAYOUT,
ANCHORNEW STRAP TO EXIST, GONG, BM, W1 (2) 1/4" TAPCONS,
TRUSS MANUFACTURER IS TO FOLLOW THIS LAYOUT FOR
PLACEMENT OF ALL TRUSSES AND GIRDERS, A SEPIA
OF THIS LAYOUT IS AVAILABLE FROM ARCHITECT FOR
TRUSS MANUFACTURERS USE. IF TRUSS MFGR CHANGES
THIS LAYOUT WITHOUT WRITTEN PERMISSION FROM ARCHITECT
THE TRUSS COMPANY BECOMES RESPONSIBLE FOR ALL
ANCHORAGE DETAILS FROM BEARING TO FOOTER.
CONT, GRASPABLE HANDRAIL
34" ABV, LEADING EDGE OF
TREAD W1 PICKETS a NO MORE
THAN 4" SPACE BETWEEN PICKETS,
(VERIFY STYLE W1 OWNER),
IF ADJACENT TO WALL
MAINTAIN A 1 1/2" SPACE B/T
(PER 2011 FBC �oTH ED.
R311,1,1) z
2x12 WE),
TREADS
LAYOUT 8 FRAMING DATA
ROOF SLOPE: 3,5/12
CEILING: 0/12
LOADING: 55 p,s,f,
OVERHANGS: 18 ins,
TAILS: Sq �X Plumb
HEEL HEIGHT: +/-S" ins,
F.B.C. 2020 11TH EDITION)
Headers not specified are to be 2 - 2 x 12 *2 southern yellow pine or
better, minimum 150 fb, Headers to have one cripple each end, and one
full stud with Simpson LSTA 24 stap attached per end. Assembly meets
uplift requirements of 12e5* with 14 - 16d nails per end,
1
DESIGN PA
0 2
CODE EDITION :
OCCUPANCY CATEGORY .
EXPOSURE CATEGORY : D
BASIC WIND PRESSURE : See schedule
ROOF DEAD LOAD : 15 pef
CEILING DEAD LOAD : 10 psf
UNINHABITABLE ATTICS WIO STOR,: 10 Pef
UNINHABITABLE ATTICS W1 STOR,: 20 psf
(PER F,B,C, R301,5)
;r 2 HANDRAIL TO HAVE MIN.
(� DIA, OF 1 1/4" B MAX, OF
O" 2" (MAINTAIN A 1 1/2"
PACE B/T)
(PER FBC R311,15,1)
i
HANDRAIL TO HAVE MIN.
DIA, OF 1 1/4" 6 MAX, OF
2" (MAINTAIN A 1 1/2"
SPACE B/T)
(PER FBC R311,18,1)
( 3 ) 2" X 12" IUD, STRINGERS
r11kP0'MZT
1 1/14 = I -CJ
2x10 P.T. LEDGER
W/ (2) 3/8"x3" LAG -
SCREWS a 16" O.G.
(EA, STUD)
;r 2 HANDRAIL TO HAVE MIN.
(� DIA, OF 1 1/4" B MAX, OF
O" 2" (MAINTAIN A 1 1/2"
PACE B/T)
(PER FBC R311,15,1)
i
HANDRAIL TO HAVE MIN.
DIA, OF 1 1/4" 6 MAX, OF
2" (MAINTAIN A 1 1/2"
SPACE B/T)
(PER FBC R311,18,1)
( 3 ) 2" X 12" IUD, STRINGERS
r11kP0'MZT
1 1/14 = I -CJ
2x10 P.T. LEDGER
W/ (2) 3/8"x3" LAG -
SCREWS a 16" O.G.
(EA, STUD)
E10,
INS
EN
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301 2"
Mark A.
Corson
Digitally
signed by Mark
A Corson
Date:
2021.03.02
10:35:33-05'00'
2x10 P.T. LEDGER
W/ (2) 3/8"x3" LAG
SCREWS a 16" O.G.
(EA, STUD)
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DATE : 10/23/20
DRAWN BY: pig me
CHECKED Mc
REVISIONS
11/30/20 PER 5 D
\2/1/21 WORK AREA