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CEILING MOUNT FIXTURE
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FOUNDATIONI SCHEDULE _ _r_,-, _ty
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1 ..!
5-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FiBERMESH
REINFORCING ON .006 VAPO
R BARRIER OVER CLEAN �Xf �r'F-t /'Lh 1C� �� •
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 18" WIDE MONOLITHIC FOOTING WITH WALL
p IA L!
3# 5 BARS CONTINUOUS. V V L LEGEND
D-1 # 5 DOWEL DRILLED 4" MIN. INTO EXISTING BLOCK SET IN �_� EXISTING WALLS TO REMAIN
EPDXY @ 24" O.C. VERT.
i EXISTING WALLS TO BE REMOVED
D-2 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW'FOOTING STEEL. PROPOSED CONCRETE BLOCK WALLS
D-3 # 5 DOWELS DRILLED 6" MIN. INTO EXiSITING FOUNDATION PROPOSED 2 X 4 FRAME WALLS
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL. .
LiN17;.L �C�,jEQULE -
ACAST- CR
LINTEL
NO.
LEND H
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
5AFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
897411
7034q
BP24J1fi`lB
L2.
3'•6"
8974a
559111
8F24/1T-111
L3
V-0"
89750
48S30
RF24 1T-1B
L4
4'-6"
86720
429211
CP 0
SF24/1T 10
LS
5'-4"
734211
36070
8F24/1T-18
L6
S'10"
6036a
3295a
-
BF24/1T-18
L 7
614"
83600
29599
_ —
8F24/1T-10
LB
L 9
7'-6"
9'-4"
3486a
Of 40
25710
1811a
�—
8F24/1T•1B
8F24/1T-18
L 10
IW-6"
2781a
14580
81`24/11r-113
L11
11'-4"
24230
1272a
8F24/IT IB
LIZ
12'-0"
219311
11Sia
81124AT-18
L 1$
13'-4"
18389
96za
8F241 T-iB
L 14
14'-0"
1697"
88711
RF24/IT-10
L 1S
14'-8"
2240
823a
8F24/1T-1R
L16
151-4" •
20589
767a
8F24/1T-1R
L17
17'-A"
160911
6374
SF24/1T-18
1.18
19'-4"
1 1282H
S4611
_8F24/1T-18
8F2A/1T 18
L 13
21'-4"
11144
480#
L 20
22'-0"
109711
A61tf
SF24/1T-18
L 21
2A'-0"
88411
416a
8F24/1-T-13
Rlf�F SED LINTELS
._._
-MANUfT-
LiNTEL
NO•
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
_
RL-1
4'-4"
806011
44091t
81`22/1T-113
RL-2
4'-6"
8060a
42240
8F22/IT-10
RL-3
5'-8"
8060
327711
81122/17r-IB
AL-4
S1•10"
am#
31761
BF22/1Td0
RL-S
RL-6
6'-8"
7'-6"
7915a
57A3a
27SU
2442a
8F22/1T 18
8F22%iT-l8
RL-7
9' 8"
3129a
1893a
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 INFORMATION.
Certifiaatian far DesEnn Load Compiiance
1, DESIGN CODE: Florida lL'c IVF4\;1-/A=t. code 2017 Edition w/20_ supplements using ASCE 7-10
2, Structure Design is: X—, Enclosed Partially Enclosed Open Building
3. Risk Category: __,_i-/11—.-- III __iV Exposure Category, _,•_B XC __D Adjustment coefficient •,(,k21
4. Design Wind VelocityTmph —ASD LRFD End Zone Width ft.
5, Mean Roof Height: 2!� ft, Roof Pltch:4a1f^12 Parapet _tt,
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case)
Zone 1:- l�"t Zone 2:-4,!9t 'Zone 3'-22—lkone 4•-� Zone 5•-41 A Garage: OM,
7. Design Loads: Floor; PSF Roof/Dead: %7 PSF Roof/Live W PSF Balton-7 PSF
Dock: r APSF Dack:ky!n� PSF Stairs:OLA PSF Fence: 01A PSF Railing: PIA PSF
B. Were Shear Walls Considered for Structure? 4 Yes —Not Applicable Explain Why Not:
X9. Is a Continuous Load Path provided? Yes _Not applicable Explain Why Not:
10, Minimum soll bearing pressure 2000 P.S.F.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P,S,L MIN. FIBER STRESS VALUE,
2• CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS. COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 25Do P.S.L MIN.
3. REINFORCING STEEL SHALL BE GRADE 8D OR BETER WITH 38' MIN. LAP,
4. CONCRETE'COVER OVER REINFORCING STEEL:
FOOTINGS 3-
BEAMS 1 1-1/2`
COLUMNS 1-1/2'
5. FILL. (SOIL) SHALL fiE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
6, ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2017 EDITION
7, DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES,
8, PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8' MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. FOR METHOD OF ATTACHEMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
2-MAX COATING OR BETTER,
DRYWALL SHALL CONFORM WITH SECTION R702,3.1 OF THE FLORIDA BUILDING
RESIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE.
.WALL AND CEILING FINISHES SHALL HAVE A FLAME SMAD CLASSFFICATION 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 THAN 0.12 WATT
FM SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING, 25 WITH AN
ACCOMPANYINGI SMOKE DEVELOPED INDEX NO'r EXcEEDING 456,
FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
�- SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450,
-TABLS R301,2(1) i _....._....
Ql{OUND
SNOW
LOAD
WIND DESIQN
$1:tSM1C
DESIGN
GATEAORYI
SUBJECT TO DAMAO>~ FROM
WINTER
DESIGN
1011 BARRIER
UNDERLAYMENT
FLOOD
AIR
FREEZiNG
MEAN
ANNUAL
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Vory
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NA
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-IITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICiNC.COM
STATE REG # AA26003348
r-r)0VRIrwT')n70
RODDEWIC .
BATHROOM ADDITION
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
KEY PLAN
SHEET TITLE / SHEET NUMBER
PROJECT/NUMBER P-Z0C)70
DATE loila�Zt,ZA