HomeMy WebLinkAboutBuilding PlanARCHITECT
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR 12 GRADE OR BETTER WITH 1000 P.S.1. MIN. FIBER STRESS VALUE,
2. CONCRETE TO BE 3000 P.S.I. MIN, FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2600 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 38" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3"
BEAMS 1-112"
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.
8. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE 2020 EDITION
7 DOOR
O DA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE ND FORCES PER THE
ANCE DESIGN PRESSURES,
FL
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 6" 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
Z-MAX COATING OR BETTER.
NOTES:
S:
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 SPREAD CLASSIFICATION OF NOT
GREATER THAN ZOO 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 4SO.
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)
emni noirk'Clle
WIND DESIGN �- SUBJECT T0. DAMAGE FROM WINTER ICE BARRIER AIR MEAN
GROUND - SEISMIC '-
SNOW SPsad° Topograptllo DESIGN Frost tine DESIGN ONDERLAYMF(NT FLOOD FRE®ZING ANNUAL
LOAD (mph) tlfsotb''(NAA) CATEGORY' Weeth_erin9! _degth" TarmRe° TSMP` REQUIRED` HAZARbSn INDEX' TEMPI
NA Sat Fla. R301.2(4) NA Nngll9lble NA Vory NA NA NA
Certification
art ficatfon for Design Load Compliance
1. DESIGN CODE: Florida - 1t2j +ifA l code 2020 Edl Ion w/20_•.supplements using ASCE 7,10
2. Structure Design is: '4 Enclosed ____,_ Partially Enclosed _Open Building
3. Risk Category: -,_I -,Ir II -Ill _IV Exposure Category: `B,ZI' C _D Adjustment coefRclent fs ZI
4. Design Wind Velocity 160 mph _ASD LRFD Eno Zone Width, ft.
5. Mean Roof Height: /lam ft. Roof Pitch: 5; :12 Parapet fL 1
S. Components "& Cladding Design Pressure used: (PSF, based on Actual sq. ft. (M a/d' 'MRH (worst case)
Zone 1:-4 none 2:-G�rciLone 3:-wr-r Zone 4:- 717Zone 5:•�11 Garage: N�A
7: Design Loads: Floor: • %TPSF Roof/Dead: `.�°' PSF oof/LIVe E PSF Balcony: _PSF
Dock: ,_,_,PSF Deck:_ PSF Stairs:_ PSF Fen(*:_ PSF Railing: _ PSF
8. Were Shear Walls Considered for Structure? ,Yes.: Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? 4 Yes _Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F.
LINTASCNEDULE
ANUFA
ER: CAST-CRET
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED.
GRAVITY
LOAD
SAFE.:`.
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
LS
2'10"
8974tt
7034#
SF24/1T-IS
L2
3'-6"
$9744
AG.
5591#.
7L
SF24/IT-1B
43
4'-0"
975# $
4853#'.
SF24/1T-IS
L4
4'-6"
8672#
COW
4292#'.
jig
SF24/11F-18
L5
5'4"
7342#
3607#
eF24/1T-18
L6
5110"
6036#
3295#.
8F24/ST•16
L7
6'-6"
8360#
2959#
SF24/IT-IB
LS
7'-6"
5681#
SOC>,k' 1
2571# '
5-
8F24/1T IS
L9
9'•4"
3486#
1811#
_
SF24/1T-18
LID
101-6"
2781#
3Z-7 fk- :1
1458#
'ZX4W
8F24/IT-18
1.11
111-4"
2423#
<
1272#
SF24/ITd8
L12
12'4"
2193#
00.*
1351#
A+60t
$F24/1T-3B
L 13
13'4"
1838#
962P
SF24/1T•I13
L14
14'-0"
1697#
887#
SF24/1T-18
LIS
14'-B"
2245#
_..
,FL-
823#
p�{ �y
2'-Z+4
SF24/IT-10
Lib
15'4"
2058#
767#„
8F24/IT-1B
L17
IT41"
3609#
6374
SF24/3T-18
"A
19'-V
1282#
546#
SF24/1T•1B
L 19
211-4"
1114#
480#
8F24/1T-1B
L20
22'-0"
1097#
461#
8F24/ST-1B
L21
24'4'
884#
1416#
SF24/1T•18
CE ED NT LS
MA UFACTURER:
CAST•CRETE
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL•1
4'-4"
8060#
�,'.a^ -
4409#
8F22/3T•18
RL-2
4'-6"
8060#
42244
SF22/IT•18
RL-3
51•8"
8060#
3277#
8F22JIT-1B
RL-4
5'•ID-
8660#
3176#
8F221IT-1B
Rl•S 6'-8" 7915# 2758#
RL-6 1 71-6.1 5743# 1 2442#
RL•7 g,.g' 3129# 1893#
NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT,
_ APPLIED LOADS SHOW WORST CASE FOR UNTIE SIZE.
SEE STRUCTURAL NOTES FOR ADDITIONAL INF RMATIpN.
k 1
I
t L- E j /P.Tt O +V
);!tzC> 3- I�F-
14-00F,
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 2020 I
PROJECT
CLIENT
RECEIVED
MAY 12 2021
ST. Lucie County; Permitting - -
CONSULTANTS
SQUARE FOOTAGE
LIVING 1680 S.F. aF
REAR PORCH 80 S.F. -
FRONT PORCH 375 S.F.
TOTAL 2135 S.F.
PATIO Z!5C S.F.PROJECTNUMBER Z-ZO i of
DATE i. ,
l tt IZ" t
1 1:.nA� ld AG�1a H^
ROOF SHEATHING NAILING ZONE INFO.
ZONE PI 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 S' @ HIP AND 5'X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD
NOTES:
19/32" CDX PLYWOOD SHEATHING
25'— 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL.BE PEEL & STICK OR FELT COMPLYING W/ ASTM.D226.
CA.tAt Kld.�
IPTIAW
W I NP'C? u+l
I HARD NAILS @ 12" O.C. WITH THE DOORS
'ER PRODUCT REVIEW AFFIDAVIT WITH A
S (THROUGH FRAME) BUCK SHALL EXTEND
E PER 2020 FLORIDA BUILDING CODE WITH
3.1/4" TAPCONS AT 12" O.C. WITH DOORS
SCREWS SPACED PER PRODUCT REVIEW
OF 1-114" INTO BUCK. BUCK SHALL EXTEND
'R 2020 FLORIDA BUILDING CODE WITH
P.T. I X 2 FURRING @ 16" O.C. FAST NEDIiWITH 1 Y2" CASE BARD NAILS @ 8" O.C.
/a" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD,
5/8" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS@ 8" O.C.
PERIMETER AND 12" O.C. FIELD,
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 %" MIN.
TABLE R402.1.2 INSULATION AND
REQUIREMENTS BY COMPONENTa
CLIMATE
FENESTRATION
SKYLIGHTb
GLAZED
FENESTRATION
CEI
ING
.WOOD
FRAME
MASS
WALL
FLOOR
BASEMEN}
$LAS"
`CRAWL
SPACE'
20NE
U-FACTORa
U-FACTOR
a
R-VALUE
WALL
WALL
R
WALL
SHGCb
R-VALUE
R-VALUE'R'VALUE
R-VALUr
&OEpTH
R-VALUE
1
NR
G75
025
3
_,. 13
3A
13 -
0
0
0
2
040�
025
3
T
93
4t6
13
0
_
0
0
3
0,35 µ—
_0.65 _
055
025
3
29or 13.5^
er13
19
5/13'
0
5113
4 eXWpj
035
055
040
n
20 or 13t5^
8�13
19
t0;13
70,21
10n3
hl Ore
5 and
032
055
NR
4
2�or.13 5^
13H7.
303
15119
10.2ft
la 19
Marne 41
1
6
032
055
NR
4
20+5 or 13 70
15!20
309
15119
10.411
1519
7 and!
032
055
NR
.1
20, or 1310'
t9r21
389
1 1519
10. 41t
15.'19
2601 il I OR N
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 18 WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
IS—n _0
ri
311z j
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Ul
O
c2r �r Orl FwlEf
I't
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b
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i 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 2020
'ROJECT
! ST. LUCIE COUNTY, FLORIDA
i
I
I
CLIENT
r
CONSULTANTS
REGISTRATION
OF Ld�,�aq
Vl:' E�
898 ; y
MICHAEL J. SEAL AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET, TITLE / SHEET NUMBER
F A Q 4
NUMBER T— to t oq
IPROJECT
«DATE 111, (Z 1 3110I;z I
T elu*,5®#"afP PilettaT'
PRODUCT REVIEW
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL It
APPROVAL#
ASS
ATTACHMENT METHOD
PRODUCT
PRESSURES (WORST
DESIGN
CASE)
PRESSURES
PGT INDUSTRIES
SGD 770
NOA#
IMPACT
Y0 ULTRACON @ 24" MAX. O.C. B" MAX. -FROM
SLIDING
ZONE 4- 34.7
-90
20-0429.09
CORNERS, 6" MAX. FROM BOTTOM,1-3/8" MIN.
GLASS
ZONE 4-34.7
EMBEDMENT AND 1" MIN. EDGE DISTANCE
DOOR
PGT INDUS7ftIES
SH 7700A
NOA#
IMPACT
." MAX.
Y" ULTRACONS @ 17-3/4
WINDOW
ZONE 4-34.7
-110
20-0401.11.
MIN. EMBEDMENTAND I" DISTANCETO EDGE
ZONE 4 -41.7
PGT INDUSTRIES
CLIPPED
NOA#
IMPACT
Y." TAPCONS @ B" O.C., WITH 3-3/4"MIN.
MULLION
ZONE 4-34.7
-130
EXTRUDED
20A406.03
EMBEDMENT AND I"DISTANCE TO EDGE
ZONE4-43.7
EXTREME METALS
5 V CRIMP
FL#
N/A
It9 X 1-1/2" HEX -WASHER HEAD WOOD SCREW
ROOF
ZONE 1-07.3
-71
17022.01
@ 12" ALONG PANEL WIDTH TO PENETRATE
ZONE 2 -62.6
3/16" MIN. THRU DECK OR 5/8" EMBEDMENT
ZONE 3-80.4
INTO WOOD PLANK
7HERMA TRU
OPAQUE
FL#
IMPACT
1/4" TAPCONS @ 14" MAX. O.C., 6" ON
DOOR
ZONE 4-34.7
-50
FIBERGLASS
20468.1
CORNERS,1-1/4" MIN. EMBEDMENT, 2" MIN.
ZONE 4 A1.7
SINGLE DOOR
CLEARANCE TO MASORY EDGE ANO 4" MIN,
CLEARANCE TO ADJACENT ANCHOR
THERMATRU
CLASSIC OR
FL#
IMPACT
1/4"TAPCONS@14"MAX. D.C., 6"pN
DOOR
20NE 4-30.7
-50
SMOOTH STAR
20468.7
CORNER5,1-1/4" MIN. EMBEDMENT, 2" MIN:
ZONE 4-41.7
CLEARANCE TO MASORY EDGE AND 4" MIN.
CLEARANCE TO ADJACENT ANCHOR
THE SEAL H EREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE Of PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS AND METHODS OF
RER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTU
THIS OFFICE FORTHESE PRODUCTS.
qz'
F, 9TZU C-T'w p, V
� Pc.arc-
�AI5L.S
pJYLDol;ET.z
4 SPRUCE
LATE
4CE I O.C.
CH (2} 16D
I.looQ 121a5i G' Z;f7" O.G.
?, X 8 P.T. WITH 112"
"J" DOLT
Q FE'. H
(1A 'f' F'a® o"rttj5s
SC o ON- r-kecl'- `Ec.x.,C-lCff�lp
W F F.f #- tT N= ON 7r0 It
Fer (-• �
y(I
.I �2 : COX
-
SHEA G TO BE
HIN
'RIN
LU .
i NAILED WITH 8D
COMMON NAILS
' O.C. @ EDGES AND
O.C. INTERMEDIATE
- ( TYPICAL) W1 W tj rC� LAT H
-'-ru BOO
HURRJCANE
STRAP 4' 01C
BENT UP AND
OVERGA13LE
_
BOTTOM CHORD
SIMP"-ON HB.TH ao
)MeEio 4"
C*A I'?LIB E Ot7 T:-E -rA I L.
P�ovIDE= t'iIAG'Or•IPc45r �t2'��AUrJG� Gq-Lol o.t•.
nZO4 '(G7Y GI��FLD Gi 6Aol-a F-op li7-tll�i "ro VC.¢=
'�2axE5 •
(� I
f IL.I I- C1 trt�
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{
CONNECTOR SCHEDULE
TRUSS ID
BEARING
POINTS)
TRUSS ACTUAL
UPLIFT(GROUPED,
WORST CASE
SIMPSON
CONNE[fOR(S)
I CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A-A3
EACH
922#
(1) HETA 20
1810#
(9) lGdxl-1/2"
A4-AS
1'T BRG
HANGER BY TRUSS COMPANY
2NP BRG
685#
(1 HETA 2p
1810#
9 10dxl-1/2"
A6-B
EACH
1529#
(1)HETA 20
1810#
(9 30dx1.1/2"
GEA-GRB
48"O.C...
176#
1 HETA 2p
1830#
(9)30dx1.3/2"
VALLEY TRUSSES
48"O.C.
672#.
(1)MT$16
990#
(14110dx3d/2".
I HUOJ IWYKIVIAI IUN IARCN rKUM MANUFAa DRtK'S.5h7UP UKAW INGS, Al KVVFIN(/ J RUSS, JOB # 83808. TRUSS ENGINEERING DATED
2 3 2021. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID
AND STRAPPING PLACEMENT.
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ARCI IITECT
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 2020
PROJECT
I � 'L
RESIDENCE
S F. LUCIE COUNTY, FLORIDA
TENT
CONSULTANTS
31STRATION
F Ft �
y�P. AE �I��,P•
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
II
I
SHEET TITLE / SHEET NUMBER
PROJECTNUMBER V-''Zp\Qq
DATE 111,Irl 51to/�E
4 N wev, ri
3wre J L
-u L-
v 2-,SCUP9F�
Z
V
-l.t
arc to
PC,L1t IEj�t_
FLECTRICL LEGEND
SINGLE POLE SWITCH
THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
220V OUTLET
-� MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
G�FI GROUND FAULT PROTECTION
T PHONE OUTLET
II J.B. FOR FAN/LIGHT COMBO
CABLE TELEVISION OUTLET
WP WEATHER PROOF
,o.
RECESSED. FIXTURE
CEILING MOUNT FIXTURE
50 SMOKE DETECTORS
d— DOORBELL
rr-H7 CHIMES
Z* M/o TH%-t" tN
2"C. ELECT. SECVt CE.
O
7:4-4
�L_ECT; DtsT,
r NTS
ELECTRICAL LOAD CALCULATIONS
1680 SQ. FEET 3 VA
5040 VA
2 20 AMP APPLIANCE CIRCUITS
3000 VA
1 REFRIGERATOR
1200 VA
1 DISHWASHER
1200 VA
1 LAUNDRY
1500 VA
1 RANGE
12000 VA
1 DRYER
5000 VA
1 WELL
2500 VA
1 WATER HEATER
4500 VA
1 IRRIGATION
2500 VA
1 MISCELLANEOUS
10000 VA
TOTAL
48440 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
15376 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
37376 VA
37376 156 AMPS
240
PROVIDE 200AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THRUOUT
LE-C. ( I` 1 Cl-\, L Fc--oo
T c' JQ
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTO NICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
LEONHARDT
RESIDENCE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
E OF FAO
-Cps''' •'P
y: •�O
EL•.9
rn . 898 /.
RFD ARG�`
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO.
DATE
REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
Al- 4 -n
PROJECT NUMBER X, I pq
DATE I/t, 17r 31/o/L.!
rBusy/grr? $ECMIT