HomeMy WebLinkAboutRoof Plan + Floor Framing Plan 2020 10 23 - KleinNAILING SCHEDULE
EDGE
FIELD
ITEM
NAIL SIZE
SPACING
SPACING
NOTES
ZONE 1 4 2
« All Joints in roof decking shall be
(Sd round head
4" o,c,
6" o,c,
covered w/ min. of 4" wide self-
19/32" CDX
ring shank)
adhering polymer modified bitumen
ZONE 3
Roof sheathing
tape applied directly
(Sol round head
4" o,c,
4" o,c,
to the sheathing (secondary water barrier)
ring shank)
Roof sheathing
Sd round head
4" o,c,
N/A
Nail 2x fascia to truss ends w/ (2)
to top of fascia
ring shank
16d nails (min,)
15/32" CDX
ad
4"
Wall sheathing
23/32" T4Cs
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
a per splice
Plate overlap minimum
24", over 1 stud
14 ea,,1,5" leg, 3/4"
Install lath per ASTM C-1063-99, self -
wall metal lath
crown staples
6" o,c, along
furring diamond lath, Overlap paper
framing member
1 1/2" overlap lath 1" min, at edges
Ceiling 4 soffit
hod x 1/4" head
6" o,c, along
Install lath per ASTM C-1063-13%
metal lath
roofing nails, (1 3/4"
framing member
High ribbed lath
min, embed.
1" min. overlap at edges
I�'I
EDGE
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V RIDGE
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ROOF SHEATHING NAILING ZONES
MARK MAXIMUM 5
IMP50N MIN. NAILING/CD
'
,L ALLOWED MODEL BOLTS REQUIRED ,
UPLIFT NUMBER TO TRUSS TO PLATE REMARKS
I I I I
A 415 H2.5 5-Sd 5-Bd 1
B 360 H4 4-8d 4-8d '
O C 455 H5 4-8d 4-8d
D 885 5P4/6/8 6-I0d x 1 1/2
W E 1000 MT512 T-10d l-IOd - - - - - - - -
F 1315 MSTA18 1-10d 117 -IOd
G 1640 M5TA24 9-10d 9-IOd
N 3965 MGT/HDU4 22-10d 1-5/8" bolt 2-pig m n. 1
10980 HGT-2/HTT22 16-I0d d (2) 5/8" bolts 2- 1 1 I
Z J II15 HTSMI6 8-I0d 4-1/4"x2 1/4" Tit., Onl I a er trues '
0 K 1450 HETA20 l-IOdxl 112 Onlyova er trues ' -CAR GARAGE
L 1810 HETA20 9-IOdxl I/2 Onl aVa er trues 1
OM 2235 HHETA20 10-IOdx1 1/2 Onl I —ap p., trues ;
,U N 2480 DETAL20 15-10dxl 1/2 Onl I —ap p., trues 1 (BELOW)
P 3610 HTT4 18-106A 1/2" -5/8" bolt 2 1 min. 1
O 3965 MGT 22-10d I-5/8" bolt 2-pig
min. 1
IX LL R 3850 HD5 2-3/4" bolts-5/e" bolt 2-
1
0 6480 HDl 3-l/8" bolts I -I" bolt
ALL PRODUCT5 TO BE INSTALLED PER MANUFACTURER'5 5PECIFICATION5. O 1
NOTE: SEE LAYOUT FOR ANCHORS SPECIFIED, TABLE ABOVE IS FOR ~ '
REFERENCE, NOT ALL PRODUCTS ARE USED FOR THIS JOB,
1 I I I
1 I I
(ROOF BELOW)
;11 II II
Ibd TOE -NAIL VALLEY TRUSS BY
m 24" O G TRUSS MANUF,
1 I I
N I I I
X
,
SECTION II A - A II M
�J � Iw
A �' m
j' I I IJ
LL,
I I IQ
1-2,
01 NI
1 I J
TOP CHORD OF A SIMPSON MT512 STRAP ^ ; LL
SUPPORTING TRUSS EA, SUPPORTING TRUSS,
FASTEN W/ 14-IOd,TYR VALLEY FRAMONU
, I
1 i1 II I i1 I
NOTE: VERTICAL MEMBERS MAY NOT NEGE%SARILY (EXIST,) 14'5" BRG, HT, (15'0" T,O,F,)
LINE UP WITH TOP CHORD OF SUPPORTING O
■ ' , I � LNy I - ,
- � 1
IST, FL. WALL BELOW •----------•-' ,
,
• - - - - - - - - - - - - - '' • - - - - - - - - -'- - - - - -'- - - - - - - - - - - ' I • - - - - - - - - - - - - - - - - - -
' 2xro RAFTERS Q 24" O.G, - TO
I N N I I
I I
ALLOW FOR AHU BELOW - SIMP60N }
U26 DR PAGERS AT G. 4 MT612 I w
w
' STAPS AT WALL
EXIT, 2T'S„-BF2C�. Hfi,"6 2' II T,O,F,) " " - 1 ;
I I
— 1 1 ,
I I
MASTER APU, _ a MAST R SITTIN LEG O ER 21V _
iBATI I I OATH. GL3. - O" SP IN3 PT. BRG, T, ------------------------ -
I EXIST, 21'S" BRG, HT, (22'0" T,O,F,)
III
NEW (MATCH EXIST,)
BRG, HT,■(22'O" T,O.F,)
TD-) rn--�(37-r==q
ip .11LAN
1 -1
GENERAL FRAMING 4 ANCNOIRAGE NOTES:
ALL MEMBERS ARE ANCHORED TO CONCRETE BEAM WITH
SIMPSON HETA20 UNLESS NOTED OTHERWISE ON LAYOUT.
ALL MEMBERS ARE ANCHORED TO FRAME WALLS WITH
SIMPSON MTS12 UNLESS NOTED OTHERWISE ON LAYOUT.
ALL NEW MEMBERS ARE ANCHORED TO EXIST, GONG. BM, W/
SIMPSON MTS12 UNLESS NOTED OTHERWISE ON LAYOUT.
ANGHORNEW STRAP TO EXIST. CONC. BM, W/ (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,
GONT. GRASPABLE HANDRAIL
34" ABV, LEADING EDGE OF
TREAD W/ PICKETS a NO MORE
THAN 4" SPACE BETWEEN PICKETS.
(VERIFY STYLE W/ OWNER).
IF ADJACENT TO WALL
MAINTAIN A 1 1/2" SPACE B/T
(PER 2011 FBG 6TH ED,
R311,11) z
2x12 WD.
TREADS
LAYOUT 4 FRAMING DATA
ROOF SLOPE: 3.5/12
CEILING: 0/12
LOADING: 55 .s.f,
OVERHANGS: 15 ins,
TAILS: Sq �X Plumb ❑
HEEL HEIGHT: +/-S" ins
DESIGN PARAMETERS
CODE EDITION : F,B.C. 201-1 ((oTH EDITION)
OCCUPANCY CATEGORY :
II
EXPOSURE CATEGORY
D
BASIC WIND PRESSURE
See schedule
ROOF DEAD LOAD :
15 pef
CEILING DEAD LOAD :
10 pef
UNINHABITABLE ATTICS W/O STOR.:
10 psf
UNINHABITABLE ATTICS W/ STOR.:
(PER F.B.C, R301,5)
20 psf
1/2" HANDRAIL TO HAVE MIN,
(� DIA. OF 1 1/4" 4 MAX. OF
2" (MAINTAIN A 1 1/2"
SPACE B/T)
(PER FBG R311,15,I)
II
HANDRAIL TO HAVE MIN,
DIA, OF 1 1/4" 4 MAX. OF
2" (MAINTAIN A 1 1/2"
SPACE B/T)
(PER FBG R311,15,I)
( 3 ) 2" X 12" WE). STRINGERS
riqlk'MIT
i
I I/Z ' = I -CV"
2x10 P.T. LEDGER
W/ (2) 3/5"x3" LAG -
SCREWS e 16" O,C,
(EA, STUD)
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 1295* with 14 - Irod nails per end.
Mark A.
Corson
Digitally
signed by Mark
A Corson
Date:
2020.10.22
16:34:57-04'00'
Ill/E��if�'1
2x10 F.T. LEDGER
W/ (2) 3/8"x3" LAG
SCREWS e 16" O,C,
(EA, STUD)
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DATE : 10/23/20
DRAWN BY: pig me
CHECKED : MC
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