HomeMy WebLinkAboutBuilding PlansFOUNDATION SCHEDULE
S-1 4" (3000 PSI ) POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 8" X 8" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-3 18" DEEP X 18" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
D^1 3 # 5 DOWELS DRILLED 6" MIN. INTO EXISTING FOUNDATION
SET IN EPDXY AND TIED TO NEW FOOTING STEEL.
D-2 # 5 DOWELS DRILLED 6" MIN. INTO EXISITING FOUNDATION
SET IN EPDXY @ 48" O.C. TIED TO NEW FOOTING STEEL.
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ELECTRICAL LOAD CALCULATION'
¢� w 750 SQ. FEET LIVING 3 VA 2250 VA
Ez204 SQ. FEET NEW 3 VA 612 VA
2 20AMP APPLIANCE CIRCUITS 3000 VA
rj 1 REFRIGERATOR 1200 VA
F'2 1 RANGE 12000 VA
1 DISHWASHER 3000 VA
1 WASHING MACHINE 1500 VA
1 DRYER 5000 VA
�T>iQ I Q 1 WATER HEATER 18000 VA
1 MISCELLANEOUS CIRCUIT 10000 VA
/
V
-!'�--- 'd'd (a"tf
TOTAL 56562 VA
FIRST 10 KVA@ 100% 10000 VA
REMAINDER @ 40% 18625 VA
AC/ HEAT EXISTING 12000 VA
AC,/ HEAT NEW '', 6000 VA
TOTAL 46625 VA
195 AMPS
46625
240
USE NEW 200 AMP SERVICE
PROVIDE ARC FAULTAND TAMPER PROOF RECEPTACLES THROUGHOUT
r01-+J3;%p,n c) i,�
FILECTRTCL LEGEND
SINGLE POLE SWITCH I
3 THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET O
_ 220V OUTLET
-y MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST CASE)
5 V CRIMP
ZONE 1-41.2
-114.25
EXTREME METAL
5 V CRIMP
FL#
N/A
# 9 -15 %1" @.12" O.C. W/ 3/36"MIN. PENETRATION
ZONE 2 -63.7
FABRICATORS
20378.6
THRU ROOF SHEATHING
ZONE 3 -95.2
WINDOWS
ZONE 4 -44.4
-80
PGT INDUSTRIES
SH 700
FUI
IMPACT
#12 SCREWS @ HEAD 18-1/2" MAX FROM CORNERS, 17-
ZONE 5 -53.9
239.3
1/2" MAX. FROM TOP CORNERS, 11-1/2" MAX. ABOVE
THE MEETING RAIL, 15" MAX. FROM BOTTOM
CORNERS, 1-3/4" MIN. EMBEDMENT AND 1" DISTANCE
FROM EDGE
FRENCH DOOR
ZONE 4 -44.4
-75
PGT INDUSTTIES
FD 101
FL#
IMPACT
W 410 SS ELCO @ 23-1/8" MAX. O.C., JAMBS 13-2/4"
ZONE 5.53.9
253.1
FROM CORNERS, V HEAD/SILL, 9" CENTERS, 1-3/B"
MIN. EMBEDMENTAND 1" DISTANCE TO EDGE
THE SEAL HEREON 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
ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS O W N ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY
THISOFFICE FORTHESE PRODUCTS. _
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Certificatiign for Deelan I oad Compliance
1, DESIGN CODE: Florida KOLPf r%nc. code 2017 Edition w/20_-_ Supplements using ASCE 7.10
2. Structure Design is: Enclosed _ Partially Enclosed .Open Building
3, Risk Category: -I % It _._._ III _-IV Exposure Category: _._,B _C %CD Adjustment coefficient (�
4. Design Wind Velocity 26mph ASD _ LRFD End Zone Width
5. Mean Roof Height: aLft. Roof Pitch:2%Z:12 Parapet _ft, t
6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ %'MRH (worst case) -
Zone 1:- Al JZZone 2:4L7 Zone 1-15', ZZone 4:-4A'AZone 5: 53;� Garage: Pbh-
7. Design Loads: Floor:? PSF Roof/Dead:I 3r PSF Roof/Live 2!�-', PSF Balcony: _PSF
Dook: -PSF Deck:. PSF Stairs: _,,,- PSF Fence: - PSF Railing: _,_,_ PSF
8. Were Shear Walls Considered for Structure? 7C Yes _„Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? XYes,Not applicable Explain Why Not:
10. Minimum soll bearing pressure 2000 P.S.F.
STRUCTURAL, NOTES:
1. STRUCTURAL LUMBR TO BE HEWFIR #2 GRADE OR BETTER WITH 1000 P.S.I. MIN. FIBER STRESS VALUE.
2. CONCRETE SLABS AND FOOTINGS TO BE 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS T
5. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A
MINIMUM OF 95% MODIFIED PROCTOR DENSITY,
6. ALL COMPONENT OF THIS STRUCTURE HAVE BEEN DESIGNED R SELECTED TO WITHSTAND WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE.
7. WINDOW AND DOOR ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES
OF THE FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. FOR METHOD OF ATTACHMENT FOR DOORS AND WINDOWS, SEE PRODUCT REVIEW AFFIDAVIT.
9. 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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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARC HITECTON ICI NC.COM
STATE REG # AA26003348
COPYRIGHT 2017
PROJECT
BURNS
RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
R�CEIVED
APRI Ill l5 Iron
I
P2rmittirlg Departmet
St. Ldlciei co,,
CONSULTANTS
i
REGISTRATIONN
�P'. ••1!9
Co.-,��CHAEL J SFq� I
AR 9 98
s'
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ICHAEL J. SEAL I M , AIA
AR96898
REVISIONS
NO.
DATE
REVISION
1
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SHEET TITLE / SHEET NUMBER
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IPROJECTNUMBER RtcC )4-->
DATE
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WALL HEIGHT STUD SPACING
i
I 1
1 z
1 z
z
z
} ofSTUDS suPPORImG END Of HEADER
'LEADER
IO'-O' OR LESS 18' O.0
2
2
3
3
3
7
} OF ' WIDTH STUD AT EACfi END FE/DER
10'-0' OR MORE is' O.C.
2
2
3
3
4
4
ROOF TRUSSES
DOUBLE TOP PEAT
CRIPPLE STUDS (E
8'-0' HIGH WALL:
SPA
HFADFxCER GOURffEWD
D M
O.C. STAGIIFRED E
STRAP EACH SPA
LSTA 18 OR Mrs
HEADER STUDS
FULL LENGTH STU
NOTE: SIMPSON I
REPVCE YTS 16
mw EACH STILE
MP" SP4 OR
NAILS
P.T. BOTTOM PLAT
NOTFS:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RESIDENTIAL:. CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTMENTS SHALT. 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)
(Il 1R.IAT0 AMn nOMMMAFNICt nFRInN r. ITFRIA
WIND DESIGN-���SUEIlECTTODAMAOeFROM_j QROUND SEISMICWINTERL
ARRIEq AIR MEAN
SNOW Spoptl° 7opopraphlo DESIQN Frost line DESIGNLAYMENT FLOOD FREEZING ANNUAL
LOAD mph etlecu'' (NAB CATEGORY1eatherin ' _depth° - 7ermlle" TEMPO UIRED^ HAZARbSs INDEX' TEMPI
NA See Ile. R301.2(4) NA NsSliSlble NA Yery NA � NA NA
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TABLE R402.1.21NSULATTON AND FENESTRATION REQUIREMENTS BY COMPONENTe
—
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GLAZED+120�
O00
Mg313
BASEMENTc
SLAB^
CLIMATE
PENESTRATON
SKYLIGHT"
FENESTRATION
E WALL
WALL
FLOOR
R-VALUEWALL
SPACE°
ZONE
LLFACTUR�'
V-F0.CTOR
y,"
SHGCALUE
R.VALUE�
R•VALUE
WALL
R-VALUE
& DEPTH
R-VALUE
1
NR
0,75
025
13
3sl
13
0
02
04U
t1.f35
02.h'�--
iJ
Ai8
19
03
0.35
0 55
0.25
r 13"5"
W13
10
!in3l
0
5113
4 exwpt035
055
0.40
or 13•5"
W13
10
10.13
10. 211
10,13
6ndd
OJ).
055
NR
or 13*5"
3+77
:A1B
15119
70,2f1
151196
032
0.55
NR
or 13 �10°
15/20
305-1
15119
fU.4tt
15119
7 ends
U.32
R.55 _--=AIR
49
20*5 ar 13./0"
IS21
3S9
i5119
1046
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
BURINS
RENOVATION
ST. LUCIE COUNTY, FLORIDA
CLIENT
POINT BEARING HEADER CONNECTION DETAIL
N.Ts
ROOF SHEATHING NAILING ZONE INFO. —"` s��^*��^' -
Z NE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMET€R & 6" O.C. FIELD. w^ —
Z NE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
FOUNDATION WEEP SCREED Z NE P3 5' X S' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
N TE / CONSULTANTS
4'< Lwoxab 19/32" CDX PLYWOOD SHEATHING0 25'- 0" OR GREATER MEAN
1 T UNDERLAYM NTT FELTSHALL OBEPEEL. &H
T SHALL HAVE 10 d RINGSHANK NAILS.
0 Nk �STICK OR 30# FELT COMPLYING W ASTM D226.
IN
W o C?A,pa v `8+n C Y, NOTES.IN _
ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 3161 CLASS F, ASTM D 7158 CLASS H OR "
�+s•,T"i,+ TAS..107 AND -SHALL HAVE FACTORY APPLIED SELFSEAL STRIPS. OR. BE INTERLOCKING. -
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