1132 Beach Ave. RES18-0367 dwgs4I
TABLE OF CONTENTS
SP1 — COVER SHEET/ SITE LAYOUT
1 — 1st. 8c 2nd. FLOOR PLAN
2 — 3rd. FLOOR PLAN 8c WALL SECTION
3 — EXTERIOR ELEVATIONS
4 — ROOF LAYOUT 8c FLR. COVERAGE
E1 — 1st. 8c 2nd. FLR. ELEC. FIXTURE LAYOUT
E2 — 3rd. FLR. ELEC. FIXTURE LAYOUT
F1 — TYP. FLASHING DETAILS
S1.0 — STRUCTURAL
-CURRENT FLORIDA BUILDING CODE
-CURRENT PLUMBING FBC
-CURRENT MECHANICAL FBC
-CURRENT FIRE PREVENTION CODE
-CURRENT NATIONAL ELECTRIC CODE
-CURRENT LAND DEVELOPMENT CODE
-WIND SPEED = 130 M.P.H.
-THIS BUILDING IS NOT IN THE WIND-BORNE DEBRIS REGION.
-EXPOSURE CLASSIFICATION =ENCLOSED BUILDING
-BUILDING CLASSIFICATION =CATEGORY II (RESIDENTIAL)
-OCCUPANCY CLASSIFICATION: GROUP R3 (RESIDENTIAL)
-CONSTRUCTION TYPE: SB (UNPROTECTED, UNSPRINKLERED)
-All electrical wiring to be in accordance with current NEC. Provide arc -fault circuit interrupters in
accordance with 210.12
-A foundation survey shall be performed and a copy of the survey shall be on site for the building
inspectors use prior to framing inspection.
A RES DENTAL PROJECT FOR.
. — -.- — i r — II I-,_
th. AVENUE STREET
VR v
CD
cOMMUtin DEVELOPMENT
APPROVED
2,320 S.F. BUILDING PAD
+ 368 S.E. GONG. AREA
=2,688 S.E. IMPERVIOUS ARE/
+2 84(b S.E. PERVIOUS AREA
=5,534 S.E. TOTAL LOT AREA
42% BUILDING GOVERAGE
+02% GONG. GOVERAGE
=04% TOTAL LOT GOVERAGE
(IMPERVIOUS AREA
A FOUNDATION SURVEY SHALL BE PERFORMED
AND A GOPY OF THE SURVEY SHALL BE ON THE:
SITE FOR THE. BUILDING I NSPEGTORS USE PRIOR
TO FRAMING INSPEGTION.
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19-106
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Sheet no.
SP
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20'-6"
�� O TE
BRIM
1g'-6"
151-011
'-10" 4'-4" JI 8'-10"
156" RAILING
ENC I NEER TO VERIFY INTERIOR ROOF TRUSS
BEARINO WITH THE ROOF TRUSS ENOINEERINO
PRODUGED 5PEG I F I GALLY FOR THIS PROJEGT.
ENC I NEER TO VERIFY EXTERIOR LOAD BEARI NO
PAD SIZES I$ LOGATI ON.
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2nd floor:
1020
401-011
3rd floor tower:
83
6F
Total Living:
2145
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161
s F
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21'-6"
Bf
garage:
544
sF
unfinished storage:
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NOTE:
2X6 EXTERIOR WALL5 MIN.
UNLESS NOTED OTHERWISE
WE
UP 17 O
RISERS ^d
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NOTES:
2— INDICATES NUMBER 7DOORS,.,.2— INDICATES NUMBER
FR — FRENCH DOORS
SL — SIDE LIGHT
FG — FIXED GLASS
TR — TRANSOM
GB — GLASS BLOCK
PKT — POCKET DOOR
OBS — OBSCURED GLASS
TEMP — TEMPERED GLASS
SH — SINGLE HUNG
DH — DOUBLE HUNG
HR — HORIZONTAL ROLLER
BP — BYPASS
SPECIALTY WINDOWS/DOORS, FIXED
GLASS WINDOWS, AND TRANSOMS ARE
NOTED ON PLANS.
FBG -R NOTES
GARAGE:
1. THE DOOR BETWEEN THE GARAGE AND THE
RESIDENCE SHALL BE A 2'8" SELF-CLOSING DOOR
WITH A MINIMUM FIRE RATING OF 20 MINUTES.
2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM
OF 26 GA. SHEET STEEL.
3. DRYWALL ON THE GARAGE SIDE OF THE WALL
SEPARATING THE GARAGE AND THE RESIDENCE
SHALL BE 1/2" GYPSUM BOARD.
4. DRYWALL ON THE GARAGE CEILING SHALL BE
1/2" GYPSUM BOARD. IF THERE IS A HABITABLE
ROOM ABOVE THE GARAGE, THE GARAGE CEILING
DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD
AND ALL SUPPORTING WALLS SHALL HAVE 1/2"
GYPSUM BOARD.
A/C COMPRESSOR AND PAD MOUNTING:
THE COMPRESSOR SHALL BE ANCHORED TO PAD
WITH 0.145 DIA, X 1 1/2" LENGTH, MECHANICAL
FASTENERS WITH GASKETED WASHERS (ANCHORS).
FOR UNITS BETWEEN 12" AND 24" INSTALL 2
ANCHORS PER SIDE (8 TOTAL). FOR UNITS
BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER
SIDE (12 TOTAL).
A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
STAIR NOTES
1. (17) EQUAL RISERS AT 7-7/16" EA
(15) EQUAL TREADS AT 10" W/ 1" NOSING
(TOTAL TREAD DEPTH TO BE 11" MIN.)
2. TREADS SHALL BE 2x12's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
3. RISERS SHALL BE 1 x8's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
4. LANDINGS SHALL BE CONSTRUCTED OF
2x8's @ 16" OC and DECKED W/
T&G PLYWOOD GLUED and NAILED
5. STRINGERS SHALL BE 2x12's
EQUALLY SPACED (TYP)
6. CONTINUOUS HANDRAILING TO BE ® 36"
MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS,
AND LEADING EDGE OF STAIR TREADS,
AND TO HAVE INTERMEDIATE RAILS WHICH
DO NOT ALLOW PASSAGE OF A 4" DIA.
SPHERE OR MORE.
Area Tabulations
Living:
15t floor: 1042
sr
2nd floor:
1020
401-011
3rd floor tower:
83
6F
Total Living:
2145
sr
entry porch:
161
s F
I5t. floor patio:
21'-6"
Bf
garage:
544
sF
unfinished storage:
E351
I
2040 S.H.
8'0" HDR.
2nd. f loor balcony:
;1-1011,21-011 4'-4"
13'-4"
2nd. f loor patio:
222
BF
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4x4
P05TS
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2860
FRI DR.
12"+/-
P.T. 1h T T T
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2 BAY
CARAOE
q'BRC.
(10'+/- GLC.)
21'x23'
21'-/ ll
3"
cv
2nd. f loor rear patio:
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= VOLUME OF ENCLOSED
CONDITIONED AREA FOR THE BLOWER DOOR
TESTING.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
1st. &. 2nd.
Floor Plans
Scale. 1/411=11.011
1
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2880—
PKT.
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NOTES:
2— INDICATES NUMBER 7DOORS,.,.2— INDICATES NUMBER
FR — FRENCH DOORS
SL — SIDE LIGHT
FG — FIXED GLASS
TR — TRANSOM
GB — GLASS BLOCK
PKT — POCKET DOOR
OBS — OBSCURED GLASS
TEMP — TEMPERED GLASS
SH — SINGLE HUNG
DH — DOUBLE HUNG
HR — HORIZONTAL ROLLER
BP — BYPASS
SPECIALTY WINDOWS/DOORS, FIXED
GLASS WINDOWS, AND TRANSOMS ARE
NOTED ON PLANS.
FBG -R NOTES
GARAGE:
1. THE DOOR BETWEEN THE GARAGE AND THE
RESIDENCE SHALL BE A 2'8" SELF-CLOSING DOOR
WITH A MINIMUM FIRE RATING OF 20 MINUTES.
2. ALL DUCTS IN THE GARAGE SHALL BE A MINIMUM
OF 26 GA. SHEET STEEL.
3. DRYWALL ON THE GARAGE SIDE OF THE WALL
SEPARATING THE GARAGE AND THE RESIDENCE
SHALL BE 1/2" GYPSUM BOARD.
4. DRYWALL ON THE GARAGE CEILING SHALL BE
1/2" GYPSUM BOARD. IF THERE IS A HABITABLE
ROOM ABOVE THE GARAGE, THE GARAGE CEILING
DRYWALL SHALL BE 5/8" "TYPE X" GYPSUM BOARD
AND ALL SUPPORTING WALLS SHALL HAVE 1/2"
GYPSUM BOARD.
A/C COMPRESSOR AND PAD MOUNTING:
THE COMPRESSOR SHALL BE ANCHORED TO PAD
WITH 0.145 DIA, X 1 1/2" LENGTH, MECHANICAL
FASTENERS WITH GASKETED WASHERS (ANCHORS).
FOR UNITS BETWEEN 12" AND 24" INSTALL 2
ANCHORS PER SIDE (8 TOTAL). FOR UNITS
BETWEEN 24" AND 36" INSTALL 3 ANCHORS PER
SIDE (12 TOTAL).
A SINGLE COMPRESSOR PAD SHALL BE 48"X48"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
A DOUBLE COMPRESSOR PAD SHALL BE 48"X96"X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
STAIR NOTES
1. (17) EQUAL RISERS AT 7-7/16" EA
(15) EQUAL TREADS AT 10" W/ 1" NOSING
(TOTAL TREAD DEPTH TO BE 11" MIN.)
2. TREADS SHALL BE 2x12's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
3. RISERS SHALL BE 1 x8's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
4. LANDINGS SHALL BE CONSTRUCTED OF
2x8's @ 16" OC and DECKED W/
T&G PLYWOOD GLUED and NAILED
5. STRINGERS SHALL BE 2x12's
EQUALLY SPACED (TYP)
6. CONTINUOUS HANDRAILING TO BE ® 36"
MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS,
AND LEADING EDGE OF STAIR TREADS,
AND TO HAVE INTERMEDIATE RAILS WHICH
DO NOT ALLOW PASSAGE OF A 4" DIA.
SPHERE OR MORE.
Area Tabulations
Living:
15t floor: 1042
sr
2nd floor:
1020
sr
3rd floor tower:
83
6F
Total Living:
2145
sr
entry porch:
161
s F
I5t. floor patio:
5-13
Bf
garage:
544
sF
unfinished storage:
E351
sf
2nd. f loor balcony:
150
sf
2nd. f loor patio:
222
BF
2nd. floor gar. bale:
108
s
2nd. f loor rear patio:
123
sf
3rd. floor patio:
505
6f
3rd. floor balcony:
1-73
sF
Total Area:
5055
sr
w~/'�
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= VOLUME OF ENCLOSED
CONDITIONED AREA FOR THE BLOWER DOOR
TESTING.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
1st. &. 2nd.
Floor Plans
Scale. 1/411=11.011
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date
APRIL 30, 2018
job no.
19-106
Sheet no.
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APRIL 30, 2018
job no.
19-106
Sheet no.
1
EXTERIOR ROOFING MATERIAL
SEE ELEVATIONS FOR TYPE
SEE MFR. SPECIFICATIONS FOR
CODE COMPLIANCE AND
INSTALLATION
-1/16" APA RATED SHEATHING,
SEE STRUCTURAL ENGINEERING
PRE -ENG. ROOF TRU55ES
a 24" O.G., PER TRUSS MFR
EAVE DRIP, VALLEY
AND EDGE FLASHING
SHALL BE 26 GA. METAL
SEE MFR. SPECIFICATIONS
FOR CODE COMPLIANCE
AND INSTALLATION
FASCIA
SOFFIT
O.N. (SEE ELE'6./.)
SEE FLOOR PLAN FOR WINDOW SIZE
SIDING INSTALLED PER MFR SPEC.—'
DOUBLE 2X TOP PLATE S.Y.P. 02
1/16" APA RATED SHEATHING
W/ WEATHER RESISTANT BARRIER
SEE STRUCTURAL ENG=INEERING ---
P.T. 2X4 WRAPPED IN ALUMINUM
SIDING INSTALLED PER MFR. SPEC,
DOUBLE 2X TOP PLATE S.Y.P. "2
1/16" APA RATED SHEATHING
W/ WEATHER RESISTANT BARRIER
SEE STRUCTURAL ENGINEERING
P.T. 2X4 WRAPPED IN ALUMINUM
P.T. 2X4 WRAPPED IN ALUMINUM
STARTER STRIP FOR SIDING
APPLY A LIGHT COAT OF STUCCO
TO FILL VOIDS AND HONEY COMB
FINISH GRADE AAAAA AAA
SEE
ELEV.
I t
INSULATION FOR
HEATED/COOLED AREAS
(MATCH ENERGY CALCS.)
DOUBLE 2X TOP
PLATE 5.Y.P. 02
VAPOR BARRIER ABOVE SOFFIT
SEE WINDOW MFR. SPECIFICATIONS
FOR CODE COMPLIANCE AND
INSTALLATION DATA
R-19 INSULATION BATTS
FOR HEATED/COOLED AREAS
(MATCH ENERGY CALCS.)
2X SOLE PLATE
—3/4" PLYWOOD 5U5FLOOR
FLOOR SYSTEM PER
TRUSS MFR. / LAYOUT
WINDOW HEADER
INSULATION FOR
HEATED/COOLED AREAS
(MATCH ENERGY CALCS-)
2X 50LE PLATE
3/4" PLYWOOD 5U5FLOOR
FLOOR SYSTEM PER
TRUSS MFR / LAYOUT
WINDOW HEADER
SEE WINDOW MFR SPECIFICATIONS
FOR CODE COMPLIANCE AND
INSTALLATION DATA
2X STUDS 10 16" O.G.
SEE FLOOR PLAN
INSULATION FOR
HEATED/COOLED AREAS
(MATCH ENERGY CALCS.)
P.T. 2X BOTTOM PLATE
0'-0" FIN. FLR.
— -�' — — — — MAIN HOUSE
1 i 1=111=1I1=111=111-111=
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. TETT I-1T—I I 1-ITI I i' -
FRAME WALL SECTION WITH SIDING
NOTE: SEE STRUCTURAL
ENGINEERING FOR
FOUNDATION TYPE AND
FOOTING SPECIFICATIONS.
WALL
6' BRO.
A.F.F.—
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NOTE :
ENC I NEER TO VERIFY INTERIOR ROOF TRUSS
BEARI NC WITH THE ROOF TRUSS ENC I NEER I NC
PRODUCED SPEG I F I GALLY FOR THIS PROJECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES 4 LOGATION.
NOTES:
2— INDICATES NUMBER OF DOORS.
2— INDICATES NUMBER OF WINDOWS.
FR — FRENCH DOORS
SL — SIDE LIGHT
FG — FIXED GLASS
TR — TRANSOM
GB — GLASS BLOCK
PKT — POCKET DOOR
OBS - OBSCURED GLASS
TEMP — TEMPERED GLASS
SH — SINGLE HUNG
DH — DOUBLE HUNG
HR — HORIZONTAL ROLLER
BP — BYPASS
SPECIALTY WINDOWS/DOORS, FIXED
GLASS WINDOWS, AND TRANSOMS ARE
NOTED ON PLANS.
COMMUNITY DEVELOPMENT
DENIED
NOTE:
2X6 EXTERIOR HALLS MIN.
UNLESS NOTED OTHERW 1 SE
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job.
3rd. Floor Plan
Scale: 1/4"=1'-0"
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APRIL 30, 2018
F2-- job no.
19.106
Sheet no.
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APRIL 30, 2018
F2-- job no.
19.106
Sheet no.
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