HomeMy WebLinkAboutStefanakis permit plans and SurveyPRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD -
AIR
FREEZING
DESIGN
DESIGN
I'oL41�p/�-'fln'Tv V'0
a�
LOAD
TYPE
CATEGORY'
Weatlildn '
PRESSURES
PRESSURES
v
REOUIRED"
HAZARDS°
INDEX'
TEMPI
h
(WORST CASE)
1 l i•1 1 o i ( e o 1 \ t
°
.
Very
Z°s°F!xeP �
NA
SLIDING GLASS
ZONE4-47.6
-100
PGT INDUSTRIES
5570/2770
NOA#
IMPACT
Y,"ULTRA[ONS@21.6"MAX. D.C-, 6- ON CORNERS,
DOOR
ZONE 5-53.6
17-0420.06
1-3/8" MIN. EMBEDMENT AND I" DISTANCE TO EDGE
HORIZONTAL
ZONE 4.47.6
-110
PGT INDUSTRIES
HR -5510
NOA#
IMPACT
3/16" ULTRACON @ 19" MAX. O.C.8" MAX. FROM
SLIDER
ZONE 5 -53.6
17-0411.08
BE471ZooM..__z-
CORNERS, 4" FROM WEEPHOLES, 6" MAX. FROM
BOTTOM, 1-3/8" MIN. EMBEDMENT AND S"MIN. EDGE
DISTANCE
CASEMENT
ZONE4-07.6
-66.4
PGT INDUSTRIES
SERIES 5540
NOA#
IMPACT
3/16"ULTRACONS@17" MAX. O.C., WITH 1-3/8"MIN.
WINDOW -
ZONE 5-53.6
17-0614.16
C
EMBEDMENT AND I" DISTANCE TO EDGE
PICTURE
ZONE 4-47,6
-110
PFT INDUSTIRES
PW SSZO
NOA#
IMPACT
3/16" ULTRACONS @ 15" MAX. O.C.,6" ON CORNERS
WINDOW
ZONE 5-53.6
19-1126.10
WITH 1-3/8" MIN. EMBEDMENT AND I" DISTANCE TO
EDGE
MULLBARS
ZONE 4-47.6
-130
POT INDUSTRIES
CLIPPED
NOA#
IMPACT
Y+" TAPCONS @ 8" O.C., WITH 1-3/4" MIN.
ZONE 5-53,6
V
EXTRUDED
17-0630.01
CAei Cn
EMBEDMENT AND I" DISTANCE TO EDGE
MULLION
GARAGE DOOR
-49.1
-42
CLOPAY
MODEL9203 WB
FL#
IMPACT
5/16" X 1-5/8" LAG SCREWS @ 14" MAX. O.C.
16107.43
GARAGE DOOR
-49.1
-42
CLOPAY
MODEL 76 W6
FL#
IMPACT
5/16"X1-5/8"LAG SCREWS @ 14" MAX. O.C.
-
I n
,
�! �- 8
16546.6
., "" II
DOOR
ZONE 4-47.6
THERMATRU
FIBER CLASSIC
FL#
IMPACT
Y" TAPCONS @ 14.5" MAX. O.C., 6" ON CORNERS,
,F
i s Cc D I h
ZONES -53.6
a I n,
q `t 2-F� 2 0
SMOOTH STAR
20468.8
8
1-1/4" MIN. EMBEDMENT, W MIN.CLEARANCE TO
+fdLj2
:4
MASORY EDGE, 4" MIN. CLEARANCE TO ADJACENT
22h59 "f
e
_
m
ANCHOR WITH 4" & 8" CENTER CLUSTERS -
ROOFING
ZONEI-36.1
-102.7
METALSALES
26 GA. IMAGE II
FL#
N/A
#10-12 PANCAKE HEAD SCREWS @12"MAX. O.C.
ZONE2-S1.5
Y
MANUFACTURING
PANEL
11560.5
ZONE 3 -77.3
ROOFING
ZONE 136.1 1
-150
TRI BUILLT ROOF
UNDERLAYMENT
FL#N/A
SELF -ADHERED
ZONE 2 -51.S
UNDERLAYMENTS
16048.1
ZONE 3 -77.3
, I'll ,..-..,.,+. „u lNun.n¢uun nev¢wnnu run we ur rnuuuti n Un l to ruR I HIS S I RUCTURE- THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
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.
r n
3o -d
7'o`
o g
INMVO
e
e ( toI It-i77y77 i t i, I.
SEISMIC
DESIGN
SUBJECT TO DAMAGE
-- --
9
WINTER
DESIGN
ICE BARflIER
UNDERLAYMENT
FLOOD
AIR
FREEZING
MEAN
ANNUAL
I'oL41�p/�-'fln'Tv V'0
a�
LOAD
�OLF�-�-t7.. 11N.PF� T-t-E't5
CATEGORY'
Weatlildn '
P);21v1 Tt"
T9rmlla°
v
REOUIRED"
HAZARDS°
INDEX'
TEMPI
h
W
1 l i•1 1 o i ( e o 1 \ t
°
NOTES:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA, BUILDING
RESIDEN'T'IAL 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 SPREAD CLASSIFICATION 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
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 R301.2(1).... _.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
WIND DESIGN
- -
Speed° TIPlumphle
SEISMIC
DESIGN
SUBJECT TO DAMAGE
-- --
FROM
WINTER
DESIGN
ICE BARflIER
UNDERLAYMENT
FLOOD
AIR
FREEZING
MEAN
ANNUAL
Frost lino
a�
LOAD
(mph) ellecisw (NAI
CATEGORY'
Weatlildn '
doQth°
T9rmlla°
TEMP'
REOUIRED"
HAZARDS°
INDEX'
TEMPI
NA
See Pig. 1901.2(4)
NA
Negligible
NA
Very
Z°s°F!xeP �
NA
PROJECT NUMBER
NA
NA
DATE
_Q
'
o
Heavy
0 (0 -1 O
0 N -1
113
J U)
0 -
N
Certification for Design Load Compliance
1. DESIGN CODE: Florida K.Ff I D6N'SihL. code 2017 Edition w/20_ supplements using ASCE 7-10
2. Structure Design is: X_ Enclosed, Partially Enclosed _ Open Building
3. Risk Category: _I -_-II _ III _IV Exposure Category: _B .2�_C _D Adjustment coefficient I I Z 1
4. Design Wind Velocity Z°d mph ASD _LRFD End Zone Width _ft.
5. Mean Roof Height: ZO ft. Roof Pitch: _ 0 :12 Parapet ---R. 1
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst rase)
Zone 1:-:%�i� Zone 2; &9 Zone 3:-71,G'Zone 4: 4�, IrPZone 5:- ��Garage: Aft-, I
7. Design Loads: Floor:? 5 PSF Roof/Dead: 15- PSF Roof/Live -Ts 6 PSF Balcony: -,pSF
Dock: _PSF Deck: -PSF Stairs:_ PSF Fence:_ PSF Railing: __ PSF
B. Were Shear Wails Considered for Structure? ZYes _Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? XYes _Not applicable Explain Why Not:
10, Minimum soli bearing pressure 2000 P,S.F.
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3, REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3'
BEAMS 1-112'
COLUMNS 1-1/2'
6, FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12' AND COMPACTED TO A MINIMUM OF 96%
MODIFIED PROCTOR DENSITY.
8. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
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. PRECASTIPRESTRESSED CONCRETE LINTELS TO HAVE W MINIMUM BEARING. SEE LIN'T'EL SCHEDULE FOR
ADDITIONAL INFORMATION.
91 MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530.0/ASCE8
10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT,
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
'NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z -MAX COATING OR BETTER.
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451, zfe,
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SHEET TITLE / SHEET NUMBER
LIE
L Z-
SQUARE
FOOTAGE
0
a�
,l
2032 S.F.
PORCH
454 S.F.
I
GARAGE
431 S.F.
TOTAL
2917 S.F.
Z°s°F!xeP �
PROJECT NUMBER
2-
L2
DATE
_Q
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CONSULTANTS
REGISTRATION
Ft
&P. N .E J SE"
� n
P -PED QFC'
IC�ELjJ�S; L, AIA
A�296898
REVISIONS
NO. I DATE
KEY PLAN
:1
SHEET TITLE / SHEET NUMBER
L Z-
SQUARE
FOOTAGE
0
a�
,l
2032 S.F.
PORCH
454 S.F.
O
GARAGE
431 S.F.
TOTAL
2917 S.F.
Z°s°F!xeP �
PROJECT NUMBER
2-
L2
DATE
_Q
'
TR 415
:°S°FIITEP O.t
L.L a
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CONSULTANTS
REGISTRATION
Ft
&P. N .E J SE"
� n
P -PED QFC'
IC�ELjJ�S; L, AIA
A�296898
REVISIONS
NO. I DATE
KEY PLAN
:1
SHEET TITLE / SHEET NUMBER
:°S°FIITEP O.t
L.L a
,L
M
CONSULTANTS
REGISTRATION
Ft
&P. N .E J SE"
� n
P -PED QFC'
IC�ELjJ�S; L, AIA
A�296898
REVISIONS
NO. I DATE
KEY PLAN
SHEET TITLE / SHEET NUMBER
SQUARE
FOOTAGE
a�
LIVING
2032 S.F.
PORCH
454 S.F.
GARAGE
431 S.F.
TOTAL
2917 S.F.
PROJECT NUMBER
2-
DETACHED GARAGE 450 S.F.
DATE
'
TR 415
-Clrt I'(-
GAC; t_E
G taG�Cr,
03
\A % ?
e-3
ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5'X 5'@ HIP AND S' 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.
I C -R -r 6 LP rI -
FT ZtQr—Sat",_fs
t
C F L17" U IL E_ C. po -CSC r-
0
REGISTRATION
OF FLt
G
MICHAELIEAL, AIA
AR96898
REVISIONS
{'L
�G
' KEY PLAN
,
IPROJECT NUMBER l.c p 7 7
DATE
1
�
t
l
r
r
r
Ll
IPROJECT NUMBER l.c p 7 7
DATE
n
—O
CONNECTOR SCHEDIIIF
TRUSS ID
BEARING
POINTS
TRUSS ACTUAL UPLIFT
(GROUPED, WORST CASE)
SIMPSON
CONNECiOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A01 -A05
EACH
1591#
(1) HETA 20
1810#
9-lOdxl-1/2"
A06G
EACH
6853#
(2) FGTR
8885#
(36) Ye X 3 SDS
(4) Y" X 5 TITEN
B01-BO7
EACH
1622#
(1)HETA 20
1810#
9-SOdxl-1/2"
C01-CO3G
IST BRG
8604
1 (1)HETA 20
1810#
9.10dxl-1/2"
2nd BRG
HANGER BY
TRUSS COMPANY
DO1-0023G
EACH
1274#
(1) HETA 20
18100
9-lOdx1-1/2"
E01G
48" O.C.
265#
(1) MTS 16
990#
14-10dx1-1/2"
E02
EACH
676#
(1) HETA 20
18104
9-10dxl-1/2"
FOSGE
48" O.C.
3629
(1) MTS 16
990#
14-1061.1/2"
F02 -FOS
EACH
648#
(1) HETA 20
18104
9.10dxl-1/2"
KING JACKS
IST BRG
715#
(1)MTS 16
990#
(14)10dxl-1/2"
2ND BRG
372#
(1)THIU26
780#
(32)10d x3"
3RD BRG
123#
14411
(2)16d x 3-1/2"
HIP JACKS
IST BRG
415#
(1) MTS 16
990#
(9)10dx1-1/2"
2ND BRG
1 2304
(1) THC37 (MAX)
510#
(12) 8d x 1.1/2"
3RD BRG
1 107#
144#
(2)16d x 3-1/2"
VALLEY TRUSSES
48" O.C.
6729
(1) MTS 16
990#
14-10dxl-1/2"
PIGGY BACKS
48" O.C.
1 672#
(1) MTS 16
9909
14.10dxl-1/2"
TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS, EAST COASTTRUSS, JOB* J39343-STEFANKIS. TRUSS ENGINEERING DATED 311712020.
ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT.
FOUNDATION SCHEDULE
5-1 6" (3000 PSI ) POURED CONCRETE SLAB WITH 6X6X10/10
WELDED WIRE MESH AND 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 20" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
F-3 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
F-4 16" D X 24" W SPREAD FOOTING WITH 3# 5 BARS
CONTINUOUS.
-------------
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEFANAKIS
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
OF FLp'
'% ,EL J St,
IRC
%h
�_a_-�p2U �t
C'j' ja
S1eREQ F��G�'
MIE�rAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
VV
SHEET TITLE 1 SHEET NUMBER
PROJECT NUMBER
DATE l(�Zb�l'j 3/Zo�zo
.o
_I
-
9
d-
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEFANAKIS
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
OF FLp'
'% ,EL J St,
IRC
%h
�_a_-�p2U �t
C'j' ja
S1eREQ F��G�'
MIE�rAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
VV
SHEET TITLE 1 SHEET NUMBER
PROJECT NUMBER
DATE l(�Zb�l'j 3/Zo�zo
I
r-�-
t-Co r D 6F -1S l Ti
4 Yo7 PL.A.Tr-_
4 STUDS C`a Z4°O,C/
4 go-ToM PLATT
n.'� h EL1rc..7 c b
ST WCo 1 G.c 0 fC,
-- 1VTT5,
EFS S
�t LE -
V 1-' Ai F�
SILL
i'N %LKsV_z'("
Tt L9
C lll' �r
PAI. 5 gpA(_L_ 5E-- 1B. 1255-
���w��
T'oes,ow3 BI.oC.k
T'sr/ '/z'XS`/z" KEDEtt=Aim
hrs
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS W MIN.
0&ULkt�
5T4eCo
Int t rJpca �.(
$uc.(c INsr�CGl+�T-fort
FLASN'� pl;tAl C_.
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
CLIMATE FENESTRATION
SKYLIGHT"
GLg2ED
FENESTRATION
CEILING
T''000
MAB4
FLOOR BASEMENT
SLAB'
-
o
ILVACTORS
, FACTOR
-`9
FRAME WALL
R -VALUE R -VALUE
WALL
Plr 2XC.o p.,uCK w� 31t4XZ'/z.r
WALL
Al -VALUE
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
8974#
44090
7034#
R.VAWEIR-VALUE
8F24/IT-18
R -VALUE
&DEPTH
WALL
I
i'rT 2Xls 5t1CK wl 1/Z x5%z
075
0.25
30R
W
1?1 6 ttGOPS 'Al Z"9S X me;
o
4853#
SF22/1T-18
R -VALUE
L4
_F5__
p4U
0.05
0.25
-
0
4!0
0
0
0
�
-
0
0.35
0
hrs
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1.3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. %" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
FRAMING MEMBERS W MIN.
0&ULkt�
5T4eCo
Int t rJpca �.(
$uc.(c INsr�CGl+�T-fort
FLASN'� pl;tAl C_.
TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
CLIMATE FENESTRATION
SKYLIGHT"
GLg2ED
FENESTRATION
CEILING
T''000
MAB4
FLOOR BASEMENT
SLAB'
CRAWL
ZONE
ILVACTORS
, FACTOR
BHGCa"
FRAME WALL
R -VALUE R -VALUE
WALL
SAFE
GRAVITY
LOAD
WALL
Al -VALUE
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
8974#
44090
7034#
R.VAWEIR-VALUE
8F24/IT-18
R -VALUE
&DEPTH
WALL
I
HIT
075
0.25
30R
W
31A
3277#
4853#
SF22/1T-18
R -VALUE
L4
_F5__
p4U
0.05
0.25
-'38
13
4!0
3
18
0
0
0
0
3
0.35
OSS
0.7.5
30
20 or IJ+S ,,
0'13
10
5/131
0
0
4 °xcuPl
83600
18930
2959#
MN/1T-18
T -1B
L8
7'-6"
5681#
0
5113
Manna
035
0.55
D40
AO
20 Or 13.5^
S't3
10
IOr13
10.211
40r13
S
51 IS-
1458#
3T1T-IBLil
V8F24
aXP2" PoLL{'->;6 PE{ZIMCT'��
11'-4"
2423#
1272#
id
Nlarine4
0.32
055
NR
49
�
7.0 pr 13+5'
13!17
3Uo
,
IS 79
10, 211
75179
6
0.32
054
NR
49
20„5 or 13'10"
1520
301'
15/19
10.411
16110
7 end
0.32
0.55
NR
AO
20-50113.10]
10121
300
une
1p.4 n
Isnp
LINTELSCHEDULE
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CAST -CRETE
t,TZuK�i pfe J
h(MP Sc7t o IFt=.CA ZCl w/ (r-(
LINTEL
NO.
UNTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPUFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
L1
2'10"
8974#
44090
7034#
8F22/1T-18
8F24/IT-18
L2
9'-6"
8974#
Of°cif%
559111
1 1.5E
8F24/ST-SB
L3
4'•0"
897S#
3277#
4853#
SF22/1T-18
8F24 iT-1B
L4
_F5__
4'-6"
8672#
kO&S a
4292#
12.7
8F24/1T-1B
6'-8"
5'•4"
7342#
27580
3607#
8F22/1T-10
8F24/LT-18
L6
5'10"
6036#
24420
3295#
8F22/1T-10
T-1B
L7
6'-6"
83600
18930
2959#
MN/1T-18
T -1B
L8
7'-6"
5681#
10Tts4F
2571#
4Z5T-1B
L9
9'-0"
3486#
-% q'-
SBli#
-5`i
T -18L10
10'-6"
2781#
51 IS-
1458#
3T1T-IBLil
V8F24
aXP2" PoLL{'->;6 PE{ZIMCT'��
11'-4"
2423#
1272#
1T-1BL12
12'-0"2193#
11519
ST-SBL13
13'-4"
18380
517 'kF
9620
fS"1T-1BL14
14'-0"
1697#
887#
1T-38
T15
14'•8"
2245#
8230
8FZ4/1T-1B
L16
15'-4"
20580
IJ,
7670
SPIE t'� FIL.L-E-t, CEL_i...-
8F24/1T-1B
L17
17'4"
16099
511 tx
6370
352 q.
BF24/1T-18
1.18
19'4"
1282#
546#
8FZ4/1T-10
L19
21'4"
11140
5111#-
480#
'35`Z to
SF24/1T-18
LZ0
227-0"
1097#
461#
BF24/1T-18
L21
24'-0"
884#
416#
8F24/1T-18
RECESSED UNTELS
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t,TZuK�i pfe J
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LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL -1
4'4"
80609
'�-2D 9PP�4i'I�Slll-A.TLpt��
44090
8F22/1T-18
RL -2
4'-6"
80600
,srucCo oN �L g U*w-FL d N
4224#
RF22/1T-1B
RL -3
5'-8"
8060ff
3277#
IIZ'Dt'-`CU-SAL-L. �I LCo �WALL_S
SF22/1T-18
RLA
S'-10"
80600
3176#
8F22/iT-18
RL -5
6'-8"
7915#
517tm
27580
;4fZ-X
8F22/1T-10
RL -6
T-6"
57430
t,.1/ CP�ti. FtL_t Sacs
24420
8F22/1T-10
RL -79'-6"
31290
18930
MN/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.
DRYWALLAND FURMGATTACHMENT
1'. 1. 1 X 2 FURRING @ 16" O.C. FASTENED WITH i V,," CASE 1.14 n NAILS @ 8" O.C.
%2" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
DOOR AND WINDOW BUCK FASTENING PERIMETER AND12" O.CDFI O DURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 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 11W 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 1-1/4" INTO BUCK, BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEFANAKIS
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
OF F1.0
\EL 1 of
2a
MICHAEL J. SEAL, AIA"
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE I SHEET NUMBER
ar �
IPROJECT NUMBER
DATE
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' -ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCH ITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEFANAKIS
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
OF F1.0
\EL 1 of
2a
MICHAEL J. SEAL, AIA"
AR96898
REVISIONS
NO. DATE REVISION
KEY PLAN
SHEET TITLE I SHEET NUMBER
ar �
IPROJECT NUMBER
DATE
Qt urngwC�- �ZIh
ELECTRICAL LOAD CALCULATIONS
2032 SQ. FEET
3 VA 6096 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
2 REFRIGERATOR
2400 VA
1 DISHWASHER
1200 VA
1 LAUNDRY
1500 VA
1 RANGE
12000 VA
1 DRYER
5000 VA
1 WELL PUMP
2500 VA
1 IRRIGATION WELL
2500 VA
1 WATER SYSTEM
2500 VA
1 MISCELLANEOUS
10000 VA
TOTAL
48696 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
15478 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
37478 VA
37478
157 AMPS
240
PROVIDE 200 AMP
SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
Tn442,
&APQGC-
ZLECTRICL LEGEND
SINGLE POLE SWITCH
'3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
—• // 220V OUTLET
--��,/ MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
61 F2 GROUND FAULT PROTECTION
PHONE OUTLET
II J.B. FOR FAN/LIGHT COMBO
`•jj CABLE TELEVISION OUTLET
WP WEATHER PROOF
r-.
�vr RECESSED.FIXTURE
CEILING MOUNT FIX'T'URE
50 SMOKE DETECTORS
o- DOORBELL
R717 CHIMES
ZAA 3/0THWN Ir4
VC-. ELECT. 5EKVICE
OIzo h4i
zoo r.
%v In G4, GCMG
NTS
SQUARE FOOTAGE
LIVING
2032 S.F.
PORCH
454 S.F.
GARAGE
431 S.F.
TOTAL
2917 S.F.
DETACHED GARAGE
450 S.F.
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T. 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
STEFANAKIS
REGISTRATION
REVISIONS
NO. I DATE
KEY PLAN
SHEET TITLE / SHEET NUMBER
of 5
PROJECTNUMBER
DATE II�ZSI{� 3lz4zo