1132 Beach Ave RES18-0367 Revision (2)201 -Coll
8'-10"10
36" RAILING
NOTE:
ENC I NEER TO VERIFY INTERIOR ROOF TRUSS
BEARI NC WITH THE ROOF TRUSS ENCI NEERI NC
PRODUCED SPEG I F I GALLY FOR THIS PROJECT.
ENGINEER TO VERIFY EXTERIOR LOAD BEARING
PAD SIZES $ LOCATION.
10'-10"
31-10"k4ll,
401-rofl
40'-0"
NOTE:
2X6 EXTERIOR WALLS t,11 N.
UNLESS NOTED OTHERWISE
21'-6"
13'-4"
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OM 4x4 P.T.
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15t floor:
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3rd floor tower: 83
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Total Livinq: 2145 sF
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entry porch: 161 sF
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unfinished storage: 351 sF
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5-71-611
2nd. floor balcony: 150 sF
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38'-6"
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RISERS d
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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,
FBC—R NOTES
I. 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�ftESSOR 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"X960'X 3
1/2" THICK, 3000 P.S.I. CONC. WITH FIBERMESH.
STAIR NOTES
1 . EQUAL RISERS AT 7-7/16" EA
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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 1x8's GLUED and
NAILED (RIPPED DOWN AS REQUIRED)
4. LANDINGS SHALL BE CONSTRUCTED OF
2x8's 0 16" OC and DECKED W/ 3j4"
T&G PLYWOOD GLUED and NAILED
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STRINGERS SHALL BE 2x12's
REVISION
EQUALLY SPACED (TYP)
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MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS,
DATE__,S�/�
AND LEADING EDGE OF STAIR TREADS,
AND TO
SIGNED �'yl
HAVE INTERMEDIATE RAILS WHICH
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15t floor:
STRINGERS SHALL BE 2x12's
REVISION
EQUALLY SPACED (TYP)
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6. CONTINUOUS HANDRAILING TO BE ® 36"
13p# � J�
69
MIN. ABV. 2nd. FIN. FLR., STAIR LANDINGS,
DATE__,S�/�
AND LEADING EDGE OF STAIR TREADS,
AND TO
SIGNED �'yl
HAVE INTERMEDIATE RAILS WHICH
DO NOT ALLOW PASSAGE OF A 4" DIA.
SPHERE OR MORE.
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Area Tabulations
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15t floor:
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2nd floor: 1020sf
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3rd floor tower: 83
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w
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Total Livinq: 2145 sF
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entry porch: 161 sF
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15t. floor patio:5-75 sF
W
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ara e : s
g g F
44
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unfinished storage: 351 sF
C
2nd. floor balcony: 150 sF
°'
2nd. floor patio: 222 sF
2nd. floor gar. balc: 108 sF_
KAY - 1 2019
0
2nd. floor rear patio: 123 sF
3rd. floor patio: 505
sf
3rd. f loor balcony: 1-73 sF
Total area: 5055 sF
°
drawn by
E
J.M.B.
= VOLUME OF ENCL05ED
CONDITIONED AREA FOR THE BLOWER
o
date
TESTING. DOORAPRIL
30, 2018
0
job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE19-106
OVER SCALE DIMENSIONS.
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Contractors shall verify
and be responsible for dimensions and conditions
of the job.
,
Sheet no.
lst. & 2nd.
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s
Floor
Plansm
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Scale: 1/4"=F 0"
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