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SINGLE, POLE' SWITCH
7;`I;ERHE WAY 12111ITCH
D1;TpI':.EX CONVETRIENCE OUTLET
22017 OU"1'LE'II,
r,
NOTOR OUTL:21
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WALK, MOLWl )PrG. FIXTURE
AFl
GROUND FATl°L!I' PROTECTION
PHONE OUTL II V I'
II
,;F.B. riDR, rlaIN'/LIGHT COMBO
C:ABILE 'TEL11191SION OUTLET
WP
NEATHELR PI3I:XIF
/
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)IE.EC'IrS:iED'..11'':C,7;T[JRE
CEILING Idu;)UNT FIXI'URE
50
S IOKE DET'I,'C:`.:'ORS
o-
I:JOO RBELL
EL,Et TIZIC.,I'tll. LOAD CALCULATIONS
108!ki SCL, FEET
3 VA 3:1267 VA
2 20 AMP APP1L!IAlCE CIRCUITS
3300 VA
:I REFRIGERATOR
12'00 VA
:I FUTURE LALIN011Y
1500 VA
L FUTURE DR`014
5000 VA
L NIISCELLANIE:CUL'S
12.Q02VA
TOTAL
Z5g§7 VA
FIIRST 10 KVA1:!l 100%
10000 VA
REMAINDER 119 40%
(1387VA
AC'. / HEAT @ 1:10 %
1.2 0 VA
TOT01
211387 VA
283137
119 AMII'S
2140
PROldIUE 200AMP
SERVICE
F'ROV'IDE ARC F,CI6LI.T AND TAMPER PROOII' RECEPTACLES '114R000T
FOIL)NIDA,"I"ION SCHEDLAE
S-:'1 W (31= IN; ) POURED CONCRETE S11AB'WI'TH F'IBEI'IINd ESH
REINFOiRV :II4G ON .006" VAPOR BARRIER OVER CLE"M
COMPA' 1 :3 TREATED FILL
F-1 12" X 125 THICKENED EDGE WITH I # 5 BAR CONTMIL`DUS.
F-2 16" DEEP if 24" WIDE MONOLITHIC FOOTING WITI-I
3 AS S BARS 1'.:ONTIN000S.
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806 DELAWARE AVENUE
FORT PIERCE, FLORIDA :349.50
T. 772 460 7761
F: 772 460 4244
W W W.ARCHITECT01"0ICINC.CCIM
STATE REG # AA260033cI8
COPYRIGHT 2017
PROJECT
H AA
DETACHED GFAR)'1033E
ST. LUCIE COUNTY, FLI:)RIIDA
CLIENT
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CONSULTANTS
Duc-f des -is --A
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REGISTRATION_-
MICHAEL J. SE'SAL, ,AIA
AR 96898� ._�...,.,.,
REVISIONS
KEY PLAN
SHEETTITLE/SHEE"I'NUCIABE-'R
I
PROJECT NUMBER
DATE
BT ECTRTCL•
LEGEND
I
SINGLE POLE SWITCH
`3
THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
-y
MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
G'IF1
GROUND FAULT PROTECTION
7
PHONE OUTLET
II
J.B. FOR FAN/LIGHT COMBO
O
E-
CABLE TELEVISION OUTLET
�.. ..
WP
WEATHER PROOF
t�7
RECESSED•.FIXTURE
CEILING MOUNT FIXTURE
SMOKE DETECTORS
,I
o-
DOORBELL
1
a yl
CHIMES
ELECTRICAL LOAD CALCULATIONS
1089 SQ. FEET 3 VA
3267 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
1 REFRIGERATOR
1200 VA
1 FUTURE LAUNDRY
1500 VA
1 FUTURE DRYER
5000 VA
1 MISCELLANEOUS
VA
25967 VA
TOTAL
x5967
FIRST 10 KVA@ 100%
10000 VA
40%
6387 VA
REMAINDER 12-
AC / HEAT @ 100 % 12000 VA
28387 VA
TOTAL
28387 119 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
FOUNDATION SCHEDULE
S-1 4" (3000 PSI) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
it 3/O `THN(r.(� IN
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PRODUCT REVIEW
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL#
APPROVAL
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
#
TYPE
CASE)
PRESSURES
GARAGE
-43
-50
CLOPAY BUILDING
2" STEEL PAN
NOA#
IMPACT
5/16" X 1-518" LAG SCREW & 14" MAX. O.G, WITH
DOOR
PRODUCTS COMP.
W8 OP46
27-1016.14
2-5/8" MIN. EMBEOMENT,3" STEEL WASHER REQUIRED
SECTIONAL
FRENCH
ZONE 4-43.83
-50
THDMM TRU CORP.
SMOOTH STAR
FL#
IMPACT
X" ULTRACONS 014" MAX O.G, V ON CORNERS 1-11V
DOOR
ZONE 5-53.23
CLASSIC/RUSTIC
7630.4
MIN. EMBEDMENT, I- MIN. CLEARANCE TO MASORY
EDGE AND 4" MIN. CLEARANCE TO ADJACENT ANCHOR
WITH 4" & 8" CLUSTERS
WINDOW
ZONE 4-43.83
-130
PGT INDUSTRIES
CUPPED
NOA#
IMPACT
W TAPCONS V(4) EACH CUP WITH I-3/4"MIN.
ZONE 5-53.23
EXTRUDED
17-0630.01
EMBEDMENT AND I" DISTANCE TO EDGE
MULLION
WINDOW
ZONE 4-43.83
-70
PET INDUSTRIES
SH 5500
NOA#
IMPACT
3/16" ULTRACON III 13.75" MAX O.G, &1/2" ON
ZONE 5-53.23
17.06.T0.05
CORNERS, 1-3/8" MIN. EMBEDMENT AND 1" MIN. EDGE
DISTANCE
ROOF
ZONE 1-37.57
-191
EXTREME METAL
1.5"
F#I
N/A
#10 X 2" PANCAKE WOOD SCREW TO PENETRATE 3/16"
ZONE 2.62.62
FABRICATORS, LLC.
MECHANICAL
17022.3
MIN. Rl 1D" D.C., 4 FASTENERS PER CUP (6" CUP)
ZONE 3 -93.93
SEAM
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ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THIS OFFICE FOR THESE PRODUCTS.
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINT(S)
TRUSSACTUAL
UPLIFT (GROUPED,
WORST CASE
SIMPSON
CONNECTOR(S)
CONNECTORS)
UPLIFT DESIGN
FASTENERS
A-AH13
EACH
1327#
1) HETA 20
1810#
9)10dx1-i/2"
KING TACK
In BRG
743#
(1)HETA 20
1810#
(910dxl-1/2"
2MD BRG
591#
(1)MTS 16
2000#
(14)10&1-1/2"
HIP JACKS
In ERG
157#
(1)HETA 20
1810#
(9)10dxl-1/2"
2N0 BRG
NAILED PER TRUSS COMPANY
lftW31lmFUKt 11UN IAxtNtxuMMA,NUrACIUKLKSSHUPUKAWINGS. BUILDERS FIRST SOURCE, JOB# lga890. TRUSS ENGINEERING
DATED 7/26/2019. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR
TRUSS ID AND STRAPPING PLACEMENT.
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NOTES: Certification for DeslEn Load Compliance
1. DESIGN CODE: Florida2017 Edition W120_ supplements using ASCE 7-10
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING 2. Structure Design is: ('lEnclosed _ Partially Enclosed RESIDENTIAL CODE. 3. Risk Category: _i _Open Building
- 1 _ III _p IV Exposure Category: _B X.0 ___D Adjustment coefficient I (Z I
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION 4. Design Wind Velocity 2oomph _ASO _LRFD End Zone Width A-ft.
R702.4 OF THE FLORIDA BUILDING RESIDENTIAL CODE. 5. Mean Roof Height: �ft. Roof Pitch: `✓_'r :12 Parapet _it.
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. fL �� 'MRH (worst case)
WALL AND CEILING PINISIIES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT Zone 1:-Jym2-Zone 2:-Tb6 Zone 3: LUZone 4:-IEt 3 Zone 5: 0-11 Garage: -jr-cl A
GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. 7. Design Loads: Floor: ?L PSF Roof/Dead: 1 S PSF Roof/Live 40 PSF Balcony: , PSF
Dock: _PSF Deck; -PSF Stairs: -PSF Fence: _PSF Railing: _PSF
ATTIC INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT
PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEEDING 25 WPPH AN 8. Were Sheer Walls Considered for Structure? X Yes _Not Applicable Explain Why Not:
ACCOMPANYING SMOKE DEVELOPED INDEX NOT EXCEEDING 450 9. Is a Continuous Load Path provided? -<es _Not applicable Explain Why Not:
FOAM BLOCK INSULATION SHALL. HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED INDEX OF NOT MORE THAN 450.
TABLE R3012(1)
n, mnnv,n n .
GROUND
SNOW
LOAD
WIND DESIGN
Spaede Tdpdgraphio
m h effadlek NqJ
SEISMIC
DESIGN
CATEGORY'
SUBJEC770 DAMAGE FROM,-
WINTER
DESIGN
ICE BARRIER
UNDERLAYMENT
FLOOD
AIR
FREEZING
CAN.
ANNUAL
-
'
Frost Ilnd
.....
Weatherin
tle8th°
Termite.
TEMP'
REQUIRED'
HAZARDSB
INDEX'
TEMPI
NA
See F S. R301.2(4)
NA
Negligible
t
NA
Very
NA
NA
NA
HOeV
--------- -
NOTE: - -- - -- - -
STUCCO ON RIBLAH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO 3 FRAMING ATTACHMENTS HALL BE PACED NOT MORETHAN 6- D.C. ALTONG SUPPORTS, FAS FASTENERS TOBE U ED CAN BE MBERS OR fiD
SDPM� WRA MIN. W CROWN ENGAGED NOT LESS THAN (fig) STRANDS OR LATH AND MUSTION INTO HORIZONTAL T PENETRATE E HE WOOD
FRAMING MEMBERS Ole MIN.
e- 3
ROOF SHEATHING NAILING ZONE INFO.
ZONE Pi REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 T X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P3 Y X Y @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD
NOTES;
19/32" COX PLYWOOD SHEATHING
25' - 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM.D226.
UNTELSCNEDULE
M U
UNTEL
NO,
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPUFT
LOAD
APPLIED
UPLIFT
LOAD
4)
COMPOSITE
BEAM
L1
2110"
8974#
70340
BF24/1T-1B
L2
31•6"
8974#
SS91#
8F24/1T-18
La
4'-W
8975#
4a53#
BF24 1T•S8
L4
4'-6"
8672#
7
4292#
8F24/1T-1S
is
5'-e
7342#
3607#
BF24/IT-18
L6
5110"
6036#
3295#
8F24/1T.18
L7
61-6"
8360
29S9Y
BF24/ST-18
L8
71•6"
5681#
i k
2573#
8F24/1T-1S
L9
91-e
34969
1811#
BF24/3T-18
L10
1W-6"
2781#
14590
SF24/1T•18
L11
11'-C
24234
jk.
1272#
BF24/1T•18
L12
121-V
21930
11S3#
SF24/1T-18
L13
13'4"
18380
77
9624
5 4I
SF24/IT-1B
L14
14'-V
1697#
887#
SF24AT-18
LIS
14'-8"
2245#
Was
8F24/1T-18
L 16
15'-4"
205811
767#
8F24/1T-13
L17
171-4"
1609#
631#
8F24/1T-18
L1$
I 19'-V
1282#
I
8F24/IT-18
L19
21'-C
111U
am
SF24/1T-18
L20
ze-o"
1097#
461#
8F241IT-18
421
24'-0"
884#
416#
8F24/1T-18
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL-1
WW
8D60#
4409#
SF22/1T-113
RL.2
4'-6"
Bow
4224#
8F22/1T•is
R43
S'•8"
BOW
3277#
BF22AT-18
RL-4
W-10"
8060#
3176#
SF22/IT-IS
6'"8"
7915#
2759#
SF22/3T•18
R
7'•6"
S743#
)S'
2442#
8F22/1T-18
9'-6"
3129#
1893#
SF22/1T-1B
NOTES; ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
APPLIED LOADS SNOW WORST CASE FOR UNM SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.
BUCK F
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS C 12" O.C, WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1.1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS,
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH Ye" X 3.1/4" TAPCONS AT 12"O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1.114" INTO BUCK, BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS,
DRYWALLAND FURRING ATTACHMENT
P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH 1 %a' CASE: HARD NAILS @ 8" O.C.
V22" DRYWALL FASTENED TO FURRING WITH 1 I/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS ""
PERIMETER AND 12" O.C. FIELD.
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4 Tom? �'cJA•t'E-
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7TUCI
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STRUCTURAL
NOES'
I t "
1.
STRUCTURAL LUMBER TO BE HEM -FIR 02 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
HAAG
2.
CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLSCONCRETE SLABS AND
,
FOOTINGS TO 2500 P.8.1. MIN.
3.
REINFORCING STEEL SHALL BE GRADE 60 OR SISTER WITH 30" MIN. LAP.
�r
R AG E
DETACHED GARAGE
4.
CONCRETE COVER OVER REINFORCING STEEL:
/�11
BEAMS Gs 1.1/2'
ST. LUCIE COUNTY, FLORIDA
COLUMNS 1.1/2'
5.
FILL (SOIL) SHALL BE 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
CLIENT i
COMPLIANCE DESIGN PRESSURES.
l
8.
PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 8' MINIMUM BEARING. SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
is
I
9,
FOR METHOD OF ATTACHEMENT OF DOORS a WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT,
+I
'NOTE:
ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE MINIMUM
I
.I
Z-MAX COATING OR BETTER.
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REVISIONS
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KEY PLAN
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REVISION