HomeMy WebLinkAboutPLANS Deck 691 Findley Ct 2022-04-29PERMIT #22-EP-00210
Field Copy
Print out legibly & in color and have on
site for inspector
REVIEWED BY SAFEBUILT - PBLAND
SITE PLAN REVIEWED FOR
BUILDING COMPLIANCE -
BY SAFEBUILT - PBLAND
SEE ATTACHED HANDOUTS FOR
ADDITIONAL REQUIREMENTS AND
GUIDELINES
All work shall be performed by Licensed
Contractors OR work shall be performed
by the homeowner residing in the dwelling
NO PORTION OF DECK STRUCTURE
SHALL ENCROACH INTO OR OVER AN
EASEMENT
PLANS AND CONSTRUCTION SHALL MEET
THE 2015 IRC AND ALL APPLICABLE
MUNICIPAL CODES & ORDINANCES
PERMIT #22-EP-00210
Field Copy
Print out legibly & in color and have on
site for inspector
REVIEWED BY SAFEBUILT - PBLAND
SITE PLAN REVIEWED FOR
BUILDING COMPLIANCE -
BY SAFEBUILT - PBLAND
PERMIT #22-EP-00210
Field Copy
Print out legibly & in color and have on
site for inspector
REVIEWED BY SAFEBUILT - PBLAND
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
04/29/2022
THIS CAISSON TO BE 16" dia. -
ALL OTHERS TO BE 14" dia
1. Guardrails required if walking surface height is over 30" above grade.
2. Open guardrails shall have members spaced so that a 4 inch diameter
sphere cannot pass through.
3. Guard and Handrails shall resist a 200 lb single concentrated load applied
in any direction at any point along the top.
Max Span 13'-7"
Caisson to be min. 30" below grade Post
connected to caisson/pier via a Post base
connector - w/ 1/2" dia. anchor min 7" embedment
Plastic composite decking, treads and handrail to comply with
R507.2.2 & ASTM D7032.
Verify composite decking can span the required joist spacing
NO LEDGER
ATTACHMENTS TO
EXISTING CANTILEVERS
ALL BEAM/JOIST SPLICES MUST
OCCUR OVER POST/SUPPORT
WITH 1 1/2" BEARING
Approval of Deck Permit
does not give permission
for hot tub placement
without Engineer design.
Lateral restraint shall be provided
by manufactured connectors -
see attachment
See Table 1 - HANDOUT - for
ledger & holddown connections
REMOVE EXTERIOR SIDING OR
VENEER BEFORE ATTACHING
LEDGER
Connectors & fasteners in contact with preservative-treated
wood shall be of hot dipped, zinc coated galvanized steel,
stainless steel, silicone bronze or copper
See table R507.2.3 for Deck Fastener and connector specifications
Wood materials used to be No. 2 grade or better &
Preservative-treated or approved Naturally durable wood in
accordance with Section R317 & AWPA U1
2x solid blocking shall be
60% of more of joist depth
How to
Enter Data
Designed on: April 29, 2022
TRUE FALSE FALSE FALSE
Member # 691 FINDLEY CT FALSE Member at Floor
Location :DECK BEAM Repetitive Use ?No
Nominal Size : ( 1 )4 x 10 Incised for PT ?Yes
Species = Hem-Fir HeirDN.2 Flat Use :No
** Dimension Lumber **Grade = No.2 2400f-2.0E Moisture Content :< 19%
Span (L) = 12 ft -0 in / 0 ft -0 in Temperature (° F) :
Tributary Width (B) = 3 ft -0 in 3.0 12.00
Unsupported Length (lu) = 1 ft -0 in / 0 ft -0 in < 100 with Cantilever
1.0 0.001 # with Point Load(s)
0 No.2410 with Sloped Load(s)
(pressed-down buttons are selected)
LOADING Load Type
Max. Span =13 ft -5 in Dead Load Uniform w (psf) =10 30
R1 13.44 13.44 R2 Point 1 a (ft) =0.00 P (lb) =0
900 lb 900 lb Point 2 a (ft) =0.00 P (lb) =0
Sloped a1 (ft) =0.00 w1(plf) =0
Stress and/or Deflection Check OK a2 (ft) =0.00 w2(plf) =0
A c t u a l A l l o w a b l e Ratio Floor Live Uniform w (psf) =40 120
Max fv (psi) & V (lb)36 784 150 3238 24%Point 1 a (ft) =0.00 P (lb) =0
Max fv (psi) & V (lb) on CL 0 0 150 3238 0%CD = 1.00 Point 2 a (ft) =0.00 P (lb) =0
Max fb (psi) & M (lb-ft)649 2700 815 3389 80%Sloped a1 (ft) =0.00 w1(plf) =0
Max fb (psi) & M (lb-ft) on CL 0 0 815 3389 0%a2 (ft) =0.00 w2(plf) =0
Total Load Max. Defl. (in)-0.25 L/587 L/240 0.60 41%
Live Load Max. Defl. (in)-0.20 L/733 L/360 0.40 49%
Deflection_TL (in) @ CL end 0.00 CL/0 0.00 0%
Deflection_LL (in) @ CL end 0.00 CL/0 0.00 0%
Adjustment Factors
for M for V for E
Wet Service CM = 1.00 1.00 1.00
Temperature Ct = 1.00 1.00 1.00
Beam Stability CL = 1.00 N/A N/A ◄
Size CF = 1.20 N/A N/A ◄
Flat Use Cfu = 1.00 N/A N/A
Incising Ci = 0.80 1.00 0.95 ◄
Repetitive Member Cr = 1.00 N/A N/A
Buckling Stiffness CT = N/A N/A 1.07 ◄
(for Emin)
Design Values
Fb (psi)Fv (psi) E (psi) Emin
Reference 850 150 1300000 470000
Adjusted 815 150 1235000 479598
816
Section Properties
breadth (b) =3.5 in
depth (d) =9.25 in
Area (A) =32.4 in^2
Section Modulus (Sx) =49.9 in^3
Moment of Inertial (Ix) =230.8 in^4
Beam or Girder Joist or Rafter
with Cantilever
Print
Order Pro
Version
0
1000
2000
3000
-1000
-800
-600
-400
-200
0
200
400
600
800
1000
-0.300
-0.250
-0.200
-0.150
-0.100
-0.050
0.000
Shear Force, V (lb)
Bending Moment, M (lb-ft)
Total Load Deflection (in)
with Point Load(s)
with Sloped Load(s)
Developed by:Forum Engineers
Setup
w (psf)
L
Res et Loads to Zero
Y esNo
Y esNo
<19%>19%
<100 100~125 125~150
Y esYesNoNo
F loor R oof
Set Duration F actors
Set Def lec t ion Limit s
V ersion: 3.0
PERMIT #22-EP-00210
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY SAFEBUILT -
PBLAND
Single Family Residential Uncovered Decks and Porches
Maximum Live Load or Ground Snow Load 40psf, Maximum Dead Load 10psf
deflection L/360 Main span; L/180 cantilever
6 8 10 12 14 16 18
(2)-2x8 8-9 7-7 6-9 6-2 5-9 5-4 5-0
(2)-2x10 10-4 9-0 8-0 7-4 6-9 6-4 6-0
(2)-2x12 12-2 10-7 9-5 8-7 8-0 7-6 7-0
(3)-2x8 10-10 9-8 8-6 7-9 7-2 6-8 6-4
(3)-2x10 13-0 11-3 10-0 9-2 8-6 7-11 7-6
(3)-2x12 15-3 13-3 11-10 10-9 10-0 9-4 8-10
3 x 8 or (2)- 2 x 8 6-10 5-11 5-4 4-10 4-6 4-1 3-8
3 x 10 or (2)- 2 x 10 8-4 7-5 6-6 5-11 5-6 5-1 4-8
3 x 12 or (2)- 2 x 12 9-8 8-5 7-6 6-10 6-4 5-11 5-7
4x6 6-5 5-6 4-11 4-6 4-2 3-11 3-5
4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10
4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8
4 x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7
(3)-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8
(3)-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11
(3)-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8- 1
WOOD SPECIES
grade #2 or better SIZE DECK JOIST SPAN (ft-in)LESS THAN OR EQUAL TO:
(feet)
Southern pine
Douglas fir-larch,
hem-fir,
spruce-pine-fir,
Maximum Live Load or Ground Snow Load 40psf, Maximum Dead Load 10psf
deflection L/360 Main span; L/180 cantilever
Simple Span 12
on center
16
on center
24
on center
12
on center
16
on center
24
on center
2x6 9-11 9-0 7-7 1-3 1-4 1-6
2x8 13-1 11-10 9-8 2-1 2-3 2-5
2x10 16-2 14-0 11-5 3-4 3-6 2-10
2x12 18-0 16-6 13-6 4-6 4-2 3-4
2x6 9-6 8-8 7-2 1-2 1-3 1-5
2x8 12-6 11-1 9-1 1-11 2-1 2-3
2x10 15-8 13-7 11-1 3-1 3-5 2-9
2x12 18-0 15-9 12-10 4-6 3-11 3-3
MAXIMUM CANTILEVER
SPACING OF DECK JOISTS
(inches)
SPACING
OF DECK JOISTS WITH CANTILEVERS
(inches)
Southern pine
Douglas fir-
larch, hem- fir,
spruce-pine-fir
WOOD
SPECIES
grade # 2 or
better
JOIST SIZE MAXIMUM JOIST SPAN
PERMIT #22-EP-00210
Field Copy
Print out legibly & in color
and have on site for
inspector
REVIEWED BY SAFEBUILT
- PBLAND