HomeMy WebLinkAboutFloor plansCertification for Design 1oad Compliance
1, DESIGN CODE; Florida "r!+� 'a -'Tam-- code 2020 Edition W120— supplements using ASCE 7.16
2, Structure Design is: ,-,_1 Enclosed —Partially Enclosed_ OpenBuilding
3 Risk Category_I 'r IIIII -IV 6xpcaure Category: B--_GD Adjustment coef4tc➢ent, If 10
4. Design Wind Velocity % 'mph _,-__,ASD LRFD End Zone Width -S- ff,
5. Mean Roof Height: 1,6 ft. Roof Pitch :12 Parapet _ft.
6. Components & Cladding Design Pressure used. (PSF, based on Actual sq, ft: @. '1/0 `MRH (worst case)
Zone 1:JZ^0+ Zone 2:- ` 5IGZone 3:A, Zone 4 -Z�.7 Zone 5:-i`'f^�Garage: Z-10
7. Design Loads: Floor: IL PSF Roof/Dead: :t %� PSF Rcoi7LiVe 2 doPSFBalcony: _PSF
Dock: —PSF Deck —PSF Stairs — PSF Fence:.., PSF Railing' _PSF
8. Were Shear Walls Considered for Structure? 2L Yea _Not Applicable Explain Why Not:
9, is a Continuous Load Path provided? -X Yes —Not applicable Explain Why Not:
10 Minimum so!] bearing pressure 2000 P.S.F.
--- --- -.. - --..-.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM FIR 92 GRADE OR BETTER WITH 1000 PSI, -MIN. FIBER STRESSVALUE,
2. CONCRETE TO RE 3000: PSd: MIN FOR BEAMS, COLUMNS, AND FILLERS CELLS, CONCRETE SLA13SMID
FOOTINGS TO 2500 P.S 1. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP..
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3
BEAMS t-112°
COLUMNS 1-if2'
S. FILL (SOIL) SHALL I E PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TOA MINIMUM OF 9546
MODIFIED PROCTOR DENSITY
6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION
7, DOOR AN VANDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORGES PER THE
FLORDA.BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
S. PRECASVPRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR.
ADDITIONAL INFORMATION,
9, MORTAR FOR MASONRY CONSTRUCTION: SHALL CONFORM TO ARTICLES 21 AND 2 6 A OF TMS 607JACI 530:OIASCE6
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEEATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1 9 f OF THE FLORIDA
BUILDING CODE
'NOTE: ALI. SIMPSON STRONG -TIE PRODUCTSIN: CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM.
Z-MAX COATING OR SFTTER. - --..
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF TIME FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE I.N TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R7024OF THE FLORIDA BUILDING RESIDENTIAL CODE,
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICA'ITION OF NOT
GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS T14AN 0,12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEEDING 450.
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
TABLE:R3o1 2(t)
CLIMATIC AND GEOGRAPHIC DF51GN CRITERIA
WIND DESIGN SUBJECT Tp DAMAGE f-n0M _
GROUND --^^ — - SEISMIC -- - --1 ' — WINTER .ICE eARR1rF AIR MEAN
SNgW Spfl4c1" Tnpo rapli is DESIGN Frost line DESIGN UNDER LAY MENt FLOGyD I'REEZING ANNUAL
9
8
LOAD m"h eifecis NA C TEGORY Wenth: rin' de depth Te REQUIRED'.. HAZAHD S INDEX TEMP
l P) ( A e rMiffl`. TEMP" -...._,._.
NA 519.12301,34) tNA Ncili�i6le NAVOry NANA NA
See
_. �PiesN'
ILN7EL SCHEDULE —
MANUFACt-URER:
CAST-CRETE
.LINTEL
NO.
7GTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLED
UPLIFT
LOAD
COMPOSITES
BEAM
FL1�
L2 _
L 2101�'
3-6"
61134
61139
I s "�+.-;^TY'
—
4460#,iR"55'
3S47#
a^"'
8F16/1T-18
SF161IT-1B
L3
4760
6113#
3079#
8F16/1T-1B
r L4
4`•5"
6113#
i-
2724#
;�,>4m M "2.
8F16/1T-18
L5
5 4'
S3659
2290#
(P4C>lW
8F16/1T-18
1.6
5 10"
4360#
2093#
SL16/1T-18
-L 7
LS
L —
6 6'
7 6'
3480# __
2661#
1843#
--
`S'' bf
31Z,a ..,.
1880#
1634# _
1133#
(,, d ?-
T.12.4.,1^SS:.
SFl6JiT18
SF16/1T-1B
8F16/1T-SB
C10
—FIT
10'-6"
1533#
„iz ' tX-I'
914#
" ,.)"„: r""
8F16/1T-1B
11 4"
1366#
798#
—
—I
8F16/1T-1B
L:12
L13
12.0'
13-4"
1254#
11075#
7234
606#
UG,,,� L'"-
8F16/1T-18
8F16/1T48
714
14 0"
1002#�
559#
8F16J1T-1B
L15
14 '
1370#
519#
8F16/1T-1B
L16
LY7
15 4"
17-4"
1250#
950#
4859
404#
SFS6JST-18
8F16J1T-18
L 18
L 19 —
L20
L21
19 -4"
214"
22 0"
24 0
7509
L5504
598#�—�
1 450#
: rP "`
3474
306#
295# _
267#
='
8F16/1T-1B
_8F16J1T 18
SF16/1T48
81`16/1T-18
P RECESSEC1 LINTELS
_MANUFACTURERi CAST-CRETE
LINTEL
NO.
RL-1
LENGTH
4 4"
SAFE
GRAVITY
I LOAD
5206#
_
APPLIED
GRAVITY
LOAD.
SAFE
UPLIFT
LOAD
2635#
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
8F14/1T-16
RL-2
4 6"
5206#t
2525#
SF14/1T-18
RL•3
9-8"
4567E
1960#
8F14/1T-1B
RL-4 +5
-10"
4242#
1900#
8F14/1T-iB
RL-5
6.8"
3120#
1651#
SF14/ST-18
RL-6
] -6"
2459#
k LZla
14629
� , <S; °s#
8F14/17-i8
RL•7
9 -8"
1569#
w
1135#
8F14/1T-1B
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SHOW WORST CASE FOR LINTEL Sim
SE£ STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. -- -
I
k w
{td
f 1i
4,
s
Y1S
e�>riCdGrrCrsnsCp [."i,:�,. Ou..L:.r.
,r
A
all -0 '9
^I '5
_ �q
� SFi�S �I i 64
1=
ZP ' sr -
B e
D
0_
_
cs
,N
1
f
O'
R"tF
Ne+
—
_
E€' PEa
;
gyp►
0�
/Ta�J
co
,r.4. rvG n
mµ4N1
0-'
IkC-
IY% Q
Ski$
z:
;F9
_41'
cog
t T, VR v
P �
Qom Qi
CA`rE.T� i
CtFE-axi,uC.�
I
I
AAinh ppy
i
rr v
W14 -T
d _
4r' P a°
Aji# l YY
M
(A
Ntx e 1
"nA,'w.w..mo.e+miri:wa-rvquo-, _r et v.::.-�+wmm.. vn'vn`rY amn+me±^ ••••�•
4
8t, � Y`g61034"
�1 I it 9._- ._��
Ab _
»
� m M t I —0
Mann
lic U^ k/L � l 111 F{ �o - { F
CGG«i, ZG'pm k. b- 1 .t'tio €24."Sa::7t.r :' is tPa.eFy.
K3 L lY} 4� .n4 a^. S
Y.
wIP !i Sit t �1 N3C„ I L1 9t R o ,?
fl P
�47,
r'
,,,
P tot
zS�Prel a
a c, ii. F ck
!
k�
m
2
!
-I'h'pkf3CgF* Q°"n^.r
p,r�
f
sB �'%
8
I—'°`'(`L° R^"^;a.
1.¢j i li
to $ ate' o
�..,.
"p{
G0.Ei
nA
"
d,�.» ( I
%y:'.-C? -
^E{' ,?t�"�}✓
#g
,-,- N
iZ}<4 ever a c CO'L,
°"''rJ ",�3Y, a~i R'-aT"d°
„
.....
t
j a l t i( 1` (.Lai 777
'_O
I'? ` 4-H
v-
0
0
0
t
Z' z
Ft
r 4
m
0
crap
0
a
Uj
rL
ID
sto
Q8
V
O
SQUARE FOOTAGE
LIVING 3243 S.F.
ENTRY
186 S.F.
PORCH
276 S.F.
GARAGE
506 S.F.
TOTAL 4211 S.F.
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T 772 460 7751
F: 772 460 4244
W W WARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
WATSON RESIDENCE
• COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL„AIA
AR96898
SHEET TITLE/ SHEET NUMBER
PROJECTNUMBER hIo�
DATE (f ( f it1