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1 24'-0" EXISTING
(2) 2x8 HEADER SPACE AND
INSULATE -- -
6" DECK TO PVC
FRONT ELEVATION.
SCALE: 1/4" = 1'-0"
BEAM SET TO CLEAR ROOF @
GABLE END. OPPOSITE END
SISTER EXISTING RAFTER W/
(2) 1 3/4x x 9 4" LVL
91. �-
zo
L.3 / II
6'-3"
t15'-4"
HEIGHT OF EXISTING CEILING
EXTENDED TO NEW WALL
VERIFY ROOF t3.5 IN 12
OR GREATER
�- FLOOR 2x10 P.T. SYP +
I o 1x2 P.T. CLEAT + J"P.T. P'LY
01 TO FORM BOTTOM
`r INSULATION FOAM R6.5/IN =R47
SECTION
SCALE: 1/4" =
6'-1"
5'-58„
I
II
u
NEW 2X80 16" O.C.
EXISTING
CROSS GIRT
LL=37'80 TL=5572
(3) 1 3/4x 14" LVL
16" O,C.
M
UKAUL UAF WI I H 14x14" x1 O"
CONCRETE TOP AT LEAST 3"
ABOVE GRADE OR ABOVE
PROPOSED NEW PATION
(ALTERNATE)
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
SCALE: 3/4" = 1'-0"
PANS IN SET
1 R EXTERIOR ELEVATIONS; SECTIONS; DETAILS
NOTES:
A) NEW DECK STARTS 1 J" BEYOND DOUBLER
UNDER CLOSET WALL. IF NO
DOUBLER INSTALL (2) NEW JOIST W/
(1) UNDER CLOSET SIDE & 2ND ADDING
1 �' SO IF ROOM FACE CLOSET ® 16'-.0
END OF DECK 16'+3+ 1 1 / OF 16
-4 T" V.I.F.
B) DESIGN BASED ON 6' CANTILVERED DECK.
USE 18' P.T. SYP JOIST. JOIST MAY BE RIPPED
±�" TO FACILATE FIT. NAIL TO
SISTER 16D (2) ENDS + (2) 16" O.C.
C) 8" COLUMNS ARE NON-STRUCTURAL
(APPERANCE ONLY). FOOTING TO STABILIZE ONLY
D) RATIO OF BACK TO O.H.t2/1. MAY BE
CENTER GIRT REQUIRING BACK SPAN TO
SHORTEN BUT NOT LESS THAN 11'-6'
E) OWNERS WINDOW VERIFY SIZE. NOTE GLASS
<=18" AFF REQUIRES TEMPERED GLASS OR
GUARD
Jay & Susan Frapdc
36 Pheasant Cove Circle
BeamChek v2019 licensed to: Phillip Birchall Reg # 2101-2918
Cant joist 4) psf LL + 15 psf
Date: 8/23/22
Selection 2x 10 So. Pine #2 Lu = 0 0 Ft Lu @OH - 0 0 Ft
Conditions NDS 2015, Overhang
Min Bearing Area R1= 0.6 in' R2= 1.8 inz t1 51 nI nt fl= n nr, i.
Data
Attributes
Actual
Critical
Status
Ratio
Values
Adiustments
Beam Span
12.0 ft
Reaction 1 LL
239 #
Reaction 2 LL
718 #
Beam Wt per ft
3.37 #
Reaction 1 TL
344 #
Reaction 2 TL
10339
Bm Wt Included
61 #
Maximum V
574 #
Overhang Length
6.0 ft
Max Moment
1377#
Max V (Reduced)
515 #
Total Beam Length
18.0 ft
TL Max Defl
L / 240
TL Actual Defl
L / >1000
OH TL Actual Defl
L / >1000
LL Max Defl
L / 360
LL Actual Defl
L / >1000
OH LL Actual Defl
L / < -1000
oCcuul l kin-)
onear tin
I L Deft (in)
LL Defl
OH TL Defl
OH LL Defl
21.39
13.88
0.12
0.07
0.01
0.00
20.66
4.41
0.60
0.40
0.60
0.40
OK
OK
OK
OK
OK
OK
97%
32%
19%
17%
2%
0%
Reference Values
Adjusted Values
rD (psi)
975
800
ry (psi) E (psi x mil)
175 1.4
175 1.4
Fc L (psi)
565
565
CF Size Factor
0.821
Cd Duration
1.00
1.00
Cr Repetitive
1.00
Ch Shear Stress
N/A
Cm Wet Use
1.00
1.00
1.00
1.00
Cl Stability
1.0000
Rb = 0.00
Le = 0.00 Ft
Cl Stability @ OH
1.0000
Rb = 0.00
Le = 0.00 Ft
V11V11' LL JJ Par Unrf LL UnITUrM
Unif TL (Uniform Ld on Backs
Start End
53 K = 73 (OH) 0 6.0
Uniform Load A K
R1 = 344 R2 = 1033
BACKSPAN = 12 FT OH = 6 FT
Uniform and partial uniform loads are Ibs per lineal (t. Overhanging load distances are from R2.
...... ,.
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REV!C: %, ; /;\ uui)LDING A eu LL,,, 'U COD" CI)i/IPLI
AI . -..,ORS OR OMISSIONS DO NOT RELIEVE THE
A,-, l !' C FROM THE RESPONSIBILITY OF "AS BUILT'
BUILDI tiCi OFFIC AL
VSH OF Mgss oy
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THOMAS M. u>
CALLERY
CIVIL v,
No. 33440
/sTE��°��ti�
08-31-22
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JOB#: PHEASANT CIR
DATE: 07- 22- 2027