HomeMy WebLinkAboutRENOVATION PLANI
I ARCHITECT
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TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE
ZONEtfFACTOR1i
FENESTRATION
SKYLIGHT"
U-FACTORI
GLAZED
FENESTRATION
FENESTRATION
SHGC1'• e
R-VALUE
WOOD
FRAME WALL_
R-VALUE
MASS
WALL
R-VALUE'
_BASEMENT°
FLOOR
R-VALUE
I
WALL
R-VALUE
SLAB`I
R•VALUE
& DEPTH
CRAWL
SPACED
WALL
R-VALUE
1
NR
0 75
125
3u
13
0,0
0 E5 -^
- C
0 25
38
4 6
J
_
0
0
;
` I
3
4Ai2nnet
0 35
94
0 2a
O nr 1
I
a
6
f{ afiC1�
32
j 032
f (1 .i2 _
055
0 5
4 :5
041'i _
NR
14R
i'�p
1ly
"g
r�
�G
2 Oc sj.•¢
i ?0 or 13 S''�I
.
10 jll
=��r.✓ 11 'i(�
Yf'i
?- i7
f ..
LntU
t •it
'..Ci^�
f ��
3..
!013
i :19
!
y
102It
it), 2 ft
10 4 !
iC it) 4f;
`Ut;
f 5. 19 S�
1
5 ,
I
P(?OR AND WIINDOw BUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS a0 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 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS,
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH'/" 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 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS,
PRODUCT
OPENING DESIGN
PRODUCT
MANUFACTURER
MODEL #
APPROVAL #
GLASS
ATTACHMENT METHOD
PRESSURES (WORST
DESIGN
TYPE
CASE)
PRESSURES
DOOR
ZONE 4 -28.7
-70
MASONITE INTER.
WOOD EDGE
FL#
IMPACT
#10 WOOD SCREWS @ 5.5" MAX. O,C., 6" ON CORNERS,
ZONE 5 -34.5
STEEL DOOR
22513.6
%" DISTANCE TO EDGE & 1-1/2" MIN. EMBEDMENT
%" TAPCONS @ 5.5" MAX. O.C., 6" ON CORNERS 2-1/2"
_
DIST_ANCE TO EDGE & 1-114" MIN. EMBEDMENT
WINDOW i
ZONE 4 -28.7
-60
SILVERLINE
VI SERIES
FL# ®"'
IMPACT
#8 WOOD SCREWS @ 6" MAX. Q.C., 3" ON CORNERS, %"
ZONE 5 -34.5
BUILDING
/SERIES 70
1491I;G
DISTANCE TO EDGE, 1-1/2" MIN. EMBEDMENTS
PRODUCTS
3/16" TAPCONS @ 12.50" MAX. O.C., 6.25" ON
CORNERS, 1.75" DISTANCE TO EDGE & 1.25" MIN.
EMBEDMENT
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LIS] ED FOR I HIS s I RUCTURE. THE ACCEPIANCE OF 1 HESE PRUUUL Is AND ME I HUDS 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.
NI US:
DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING
RR.SIDENTIAL CODE.
CERAMIC TILE IN TUB / SHOWER COMPARTN ENTS SHALL CONFORM WITH SECTION
R702.4 OF THE FLORIDA. BUILDING RESIDENTIAL CODE.
WAIL AND CEILING FINISHES SHALL HAVE; A FLAME SPREAD CLASSIFICATION OF NOT
GFEATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450.
ATTIC INSULATION SHJ` LL 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 SHALT, HAVE A M- AME SPREAD OF NOT MORE THAN 75 AND
SMOKE - DEVELOPED ENDEX OF NOT MORE THAN 450.
TABLE R301.2(1)
CLIMATIC AND GEOGRAIPHIC nFSIGN CRITERIA
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND --------•--- SEISMIC -- ---- - WINTER ICE SARPIIalt AIR MEAN
SNOW Speed Topographic DESIGN �� Frost line DESIGN UNDBRLAYMENT FLOOD FREEZING ANNUAL
LOAD _ _ �_v-- (mph) etfectsk (NA) CAT! GORYI' Weetherirga Tdepth° Terrnlie` TTMPe REQUIRi1Dh HA2ARD3s INDEX' TEMPI
NA �ScoC �.123U1.?(t)- 3dA Nebliible NA Vlsry NA '-� _- NA A
��____ 1-Ieav N
I'
- JP, 1''1AG! D
R NiAC; D AR E_4 ,
1
SCOPEOF -
REMOVE AND REPLACE ALL DAMAGED LUMBER WITH LIKE SIZE.
REMOVE DRYWALL, ELECTRICAL AND PLUMBING
SCAB LUMBER AS NEEDED PER SCAB DETAIL.
TERMITE TREAT THE ENTIRE STRUCTURE.
CONSTRUCT NEW WALLS PER RENOVATION PLAN.
INSTALL ALL NEW ELECTRICAL PER PLAN.
INSTALL ALL NEW PLUMBING SUPPLY AND WASTEWATER LINES.
INSTALL NEW PLUMBING FIXTURES AND CABINETS.
PROVIDE FI-FOIL INSULATION ON BLOCK WALLS.
PROVIDE R-19 INSULATION IN 2X6 FRAME WALLS.
PROVIDE R-30 INSULATION IN ATTIC.
INSTALL Yz" CEILING DENSITY DRYWALL ON ALL CEILINGS.
INSTALL Yz" DRYWALL ON WALLS. (BATHROOMS TO BE MOISTURE RESISTANT DRYWALL)
INSTALL TILE ON Y2" DUROCK AT TUB /SHOWER WALLS OVER .06" VAPOR BARRIER.
INSTALL NEW DOORS AND WINDOWS WITH LIKE SIZE PER PRODUCT APPROVAL.
INSTALL NEW HVAC SYSTEM.
20OFLORIDA BUILDING CODE
1
EXISTING BUILDINGS /
LEVEL 11 ALTERATIONS
WALL LEGEND
EXISITNG WALLS TO REMAIN
PROPOSED 2X FRAME WALLS
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Certillc�tlon for Deli I� I_csad Oom llanlce
1. DEStGN CODE: Florida s @ r! code 202q Edition wf20 supplements using ASCE 7.16
2, Structure Design is: Enclosed _ Partially Enclosed Open Building
3. Risk Category: M1 11- III -IV Exposure Category: ,� •,C ____D Adjustment coefficient ( [Q
4. Design Wind Velocity J 160 mph ASD LRFD End Zone Width -T ft.
5. Mean Roof Height: le ft. Roof Pitchft :12 Parapet_ft.
6. Components & Cladding Design Pressure, used: (PSF, based on Actual sq. ft. @ 31D 'MRH (worst case)
Zone 1: ��it Zone 2:1�r' � Zone 3:t)L*%_ Zone 4:-Zal Zone 5:-3'ft5 Garage., A)!,^
7. Design Loads: Floor: .76� PSF Roof/Dead: 61fOPSF Roof/Live fir PSF Balcony: ,PSF
Dock: -PSF Deck: -PSF Stairs: PSF Fence: _PSF Railing: PSF
8. Were Shear Walls Considered for Structure? • Yes ,-,,,,,.Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? ,Yes ,,,,^Not applicable Explain Why Not:
10. Minimum soil bearing pressure 2000 P.S.F,
STRUC'rlaf@AL. 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 f'.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 WITI1 30" MIN. LAP,
4. CONCRETE COVER OVER REINFORCING STEEL;
FOOTINGS 3^
BEAMS 1-tr2"
COLUMNS 1-ir2'
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 2020 EDITION,
7• DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2020 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4" MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/ACI 530,0/ASCE6
10, FOR METHOD OF ATTACHMENT OF DOORS AND WINDOW!s, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT,
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE P'RE;SSURE 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,
DRYWALL AND FURRING A rTA ICHMENT
P.T. I X 2 FURRING @ 16" O.C. FASTENED WITH I '/3" CASE HARD NAILS c0 8" O,C.
%" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.G.
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.
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I` Reviewed for Code
Compliance
Universal Engineering
Sciences
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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
RALLAS RE OVATIO
I
2504 KERB ST®
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
OF
C1?
•,U ''.
I ,. 08 G
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. DATE REVISION
'PLAN
I SHEET TITLE / SHEET NUMBER
�1
d
PROJECT NUMBER P. I o ��
-DATE °1,f
I
A\L---3 0
.�- tz�, li �4
T R u 4,4
::1Tf 't"WALL 4 L.cj
c r y
- .....S:T"11As Z7,41t b G
w
ELECTRICAL LOAD CALCULATIONS
1492 SQ. FEET 3 VA
4476 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 MISCELLANEOUS
5000 VA
TOTAL
40376 VA
FIRST 10 KVA@ 100%
10000 VA
REMAINDER @ 40%
12150 VA
AC / HEAT @ 100 %
12000 VA
TOTAL
34150 VA
34150 143 AMPS
240
PROVIDE 200 AMP SERVICE
PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES
THRUOUT
e p cz f ae. i v'r,
F Liz 0 i
ELECTRT,rL LEGEND
SINGLE POLE SWITCH
THREE WAY SWITCH
DUPLEX CONVENIENCE OUTLET
2 0V OUTLET
— MOTOR OUTLET
WALL MOUNT LTG. FIXTURE
1F1 GROUND FAULT PROTECTION
V PRONE OUTLET
J.
IB. FOR FAN/LIGHT COMBC-
CABLE TELEVISION OUTLET
WP WEATHER PROOF
RECESSED FIXTURE
CEILING MOUNT FIXTURE
5� SMOKE DETECTORS
DOORBELL
"I CHIMES
3 -,11 3/a —N141-4 IN
Z." C. FGT. 5 E e v t C E-.
Zoo a,
'4c. Cu , �.T�►ab
FL,_'. C.T,
`� T5
F t
Reviewed for Code
Compliance
Universal Engineering
,M-,___-- -2 ,.er
r'rl�—,
ARC i-IITECT
'Arch itis 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
COUNTY,PALLAS RENOVATION
•' DA
CLIENT
CONSULTANTS
REGISTRATION
OF Ft- 0
.
PIEl. J r
'
MIC A►A
AR96898
✓ISIONS
NO. I DATE REVISION
KEY PLAN
uj
SHEET TITLE / SHEET NUMBER
PROJECT NUMBER ° t
DATEFA
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