HomeMy WebLinkAboutFLOOR PLANCortiFlcatlon for Deainn Load Comollanco
1. DESIGN CODE: 2020 Edition w120_ supplements using ASCE 7.10
2. Structure Design Is: YQ _ Enclosed ,� �, Parttely Enclosed _ Open Building
3, Risk Category: _,__I �0 III _IV Exposure Category: _ _B '� C _D Adjustment coefficient A- r Zf
4. Design Wind Velocity [60 mph -- ASD-__-,LRFD End Zone Width _'J-ft.
6, Mean Roof Height 2Lft. Roof Pitch: ! c12 Parapet_ft. t
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ — ' 0Co 'MRH (worst case)
Zone 1: kl r?Zone 2:- '_%one 3:- M*Zone 4:- � Zone 5:- 447 Geroge: ;¢ J_
7. Design Loads: Floor. 5 PSF Roof/Dead: I A;r PSF Roof/Live 31) PSF Balcony; _PSF
Doric: "PSF Dods: —PSF Stairs; —PSF Fence; — _ _ PSF Railing: PSF
8, Were Shear Walls Considered for Structure? x Yes _,Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? ZYes Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
uNrnsaEDULE
F
LINTEL
NO.
T-CR
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
Ll
Y10"
89749
7034#
8F24/ST-10
12
3'•6"
8974a
jg
SS91#
4
8F24/1T-18
L3
4'-tr'
897S#
435M
8F24 3T-18
1.4
IS
4'•6"
5'-e
8672#
7942#
O
-4292N
36079
BF24/1T18
BF24/ST-18
L6
L8
5.30"
71-V
6030
s3W#
5681#
ipi
329S#
2959#
2571q
OAIP—
SF24/1T--18
8F24/1T-18
6F24/1T18
L9
8'-4"
3486#
1811#
8F24/1%8
LID
10'-6"
278111.
ID$ -I
1458x
(p&
BF241T-18
L11
31'-4"
2423#
iz72a
8F24/ST-18
L12
12'-W
21930
1151#
8F24/3T-10
L13
13,4"
1838#
9620
SF24/1T-10
L 14
14'-W
1697#
887A
8F24/3T 18
L 1S
14'-8"
2245#
823N
8F24/1T-18
L16
15'4"
2058#
t#
7674
SRI/ -18
L17
17'4"
1609#
Co�jg
6379
US
8F24/1%0
L18
1914"
1282#
S46#
8F24/1T-1B
119
21'4"
1114#
480#
SF24/ST-10
L20
12'-0"
1097#
461#
8F24/1T-18
L21
24'-0"
884#
416#
8F24/1T-18
UNTEL
NO.
LENGTH 1
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPUFT
LOAD
COMPOSITE
REAM
RL-1
4'4"
8060#
lD
4409#
G
anz/171B
RL-2
4'-6"
8060#
42244
SF22/1T-16
RL-3
5'-8"
8060a
3277#
8F22/iT-18
RL
5'-10"
8060#
SF22/1T-18
RL•S
6'-B"
O.At-
SF22/1T-5#
RL-6
7•6"
57431t
SF22/1T-18
L-7
9'-9"
3129q
1893R
8F22/1T•18
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL MORMATION.
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ARCHITECT
sc �Y
St Lune County
SQUARE
FOOTAGE
LIVING AREA
Z4.58S.F.
FRONT PORCH
2ISS.F.
REAR PORCH
406 S.F.
GARAGE
620 S.F.
„ _ TOTAL
376ZS.F.
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONIGINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
HARRELSON RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
O.F. FL0'Qi
y� kELJ O9 Michael Seal
M Fq S
A'. AR9669 2023.02.08
10:24:08-05'00'
s�h'FDAaG�`
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
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KEY PLAN
SHEET TITLE / SHEET NUMBER
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PROJECT NUMBER Q Z 1 l o
DATE 9 17-1I Za 5F-1t Q1zz