HomeMy WebLinkAboutProject Information: 27741150 = 18.49 SF
F (BY MANUFACTURER)
4/1" = 40.33 SF
SHINGLE ROOF INSTALLED PER FRC 2020 0062
DERLAYMENT SHALL BE INSTALLED PER FRC 2020 905.1.1 METHOD NUMBER 2:
A MINIMUM 44NC)}W0)E (102 MM) STRIP OF SELF,AOHERING POLYMER -MODIFIED
MEMBRANE COMPLYING WITH ASTM D1870. INSTALLED IN ACCORDANCE WITH THE
ED OVERALL
I,TURER'S INSTRUCTIONS FOR 7HE DECK MATERIAL. AND SHALL BE APPU
THE ROOF DECNG. AN APPROVED UND RLAYMENT IN ACCORDANCE WITH TABLE
OR THE PP ICA MM) MEMBRANEOFCOVERING
STRIPS- SMALL BE APPLIED OVER THE ENTIRE ROOF
E 4
Head
i Count Height
NDOW 4 6' - W
NDOW 4 F-r
WINDOW NOTES:
1. WINDOW ASSEMBLY SHALL BE IMPACT
RESISTANT AND INSTALLED TO MEET THE
SPECIFIED WIND LOAD
2. WINDOWS SMALL MEET THE
REQUIREMENTS OF TABLE R402.1.2 OF THE
FLORIDA ENERGY CONSERVATION CODE
2020. ......... _ _---
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Width
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Width
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Height" P
Comments
3' - 0"
6' - 8"
HALF UTE ENTRY DOOR
ENERGY
PROVIDE GLAZING MEETING
06
2' - 8"
6' - 8'
6-PANE
REQUIREMENTS FOR
07
2' - 4"
6' - B'
6-PANE
HAZARDOUS GLASS
08
3' - 0'
V - 8'
6-PANE
LOCATIONS PER FBC-R308.3
11
2, - 8"
6' - 8"
6-PANE
AND R308.4
12
13
5' - 0'
5' - 0°
6' - 8'
6' - 8'
PAIR 6�
PAIR 6-
HALF LITE ENTRY DOOR PROVIDE GLAZING Ll
MEENERGYSTARCIUALIFEETING
14
5' - 0"
6' - 8'
PAIR 6-
REQUIREMENTS FOR
PROPOSED NEW mIELI—
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S. 4' NEW 6- DRIVEWAY,
- 1/CURB CUT PER LOCAL,
REQUIREMENTS
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FRONT YARD SETBACK DRIVXISTING GRAVEL
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:ENERAL SRE PLAN NOTES: I I I I 2 to J m
ALL PAVEMENT IN PUBLIC RIGHT OF WAY SHALL MEETTHE DETAILS AND i I LU J m a,
REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. W W ON O
ALL CURB CUTS AND DRIVEWAY APRONS SHALL MEET THE DETAILS AND i - - - - _ -- - — - -
REOUIREM£NTSOFTHE LOCAL AUTHORITY HAVING JURISDICTION.---iiil O ci5 W$
ALL SIDEWALKS WITHIN THE PROPERTY BOUNDARY TO BE 4-THICK, 4000 - \ Q 1n Z
PSI WI6z8-W2..W2.S W WF, AND SHALL RECEIVE BROOM FINISH 90 DEG.
TO THE DIRECTION OF TRAVEL.
ALL DRIVEWAYS WITHIN THE PROPERTY BOUNDARY TO BE 6- THICK, 4000 PSI WI6x6-W2.9xW2.9 W WF, AND SHALL RECEIVE BROOM FINISH BO DEG.
TO THE DIRECTION OF TRAVEL. T`R
SLOPE ALL CONCRETE PAVING AWAY FROM BUILDING AT 1% MINIMUM. m
SLOPE ALL CONCRETE WALKS AWAY FROM BUILDING AT 2% MAXIMUM. CONCRETE DRIVEWAY
V'
SLOPE ALL FINAL GRADING AWAY FROM BUILDING TO ENSURE POSITRVE ' 2; NOT TO SCALE Q DRAINAGE. MAXIMUM SLOPE FOR LANDSCAPED AREAS IS 26%.
LAY NEW SOD TO COVER ALL AREAS OF YARD DISTURBED BY
CONSTRUCTION ACTIVITIES. TY -
DED JOINT MATERIAL —
T FILLER LEFT FLUSH
RFACE OF SIDEWALK
6x6-W2.9xW2.9 WWF SUPPORTED -- -
ON CHAIRS ® MIN . ONE PER
NELS IS- LONG 012•
SQUARE FEET OF WIRE /
TH SLEEVES CHAIRS, •�-�
:07 FROM SURFACE
117 EXPANSION JOINT /
I7
ELECT FILL OR AS
II .
- THIS HALF OF DOWEL SHALL BE
DETERMINED BY
GREASED UNLESS PLASTIC OR
ELD CONDITIONS
EPDXY COATED DOWEL IS USED
ILK EXPANSION JOINT..(EJ)
ISCALE
DED JOINT MATERIAL
T FILLER LEFT FLUSH
RFACE OF SIDEWALK
6x6•W2.9xW2.9WWF SUPPORTED -
ON CHAIRS ® MIN. ONE PER 9
NELS 16- LONG ® 12•
SQUARE FEET OF WIRE
TH SLEEVES CHAIRS,
.0 2• FROM SURFACE
2- -._ FEXPANSION JOINT /'
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ld
- THIS HALF OF DOWEL SHALL BE
ELECT FILL OR AS
GREASED UNLESS PLASTIC OR
DETERMINED BY
EPDXY COATED DOWEL IS USED
ELD CONDITIONS
JAY EXPANSION JOINT EJ)
_
ISCALE
TYP. TYP.
3, CONCRETE_ SIDEWALK _
-- NOT TO SCALE
- SAWCUT OR HARDBOARD
J
PREFORMED STRIP
6x6•W2.9xW2.9WWF SUPPORTED ----I
ON CHAIRS ® MIN. ONE PER 9
SQUARE FEET OF WIRE
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2
to
SELECT FILL OR AS --
DETERMINED BY
FIELD CONDITIONS
4 • DRIVEWAY CONTROL JOINT (CJ)
NOT TO SCALE
- - SAWCUTOR HARDBOARD
PREFORMED STRIP
6x6•W2.9xW2.9 WWF SUPPORTED -- ,
ON CHAIRS ® MIN. ONE PER 9
SQUARE FEET OF WIRE
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SELECT FILL OR AS
DETERMINED BY
FIELD CONDITIONS
SIDEWALK CONTROL JOINT (CA_
NOT TO SCALE
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