HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
H
Ee
ROOFING
0
ROOFING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS REQUIREMENTS TO MEET THE SPECIFIED DESIGN
WIND SPEED UPLIFT REQUIREMENTS.
ROOF ZONE
& FLOOR
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
Zone 1 — 2nd Floor
29.8 psf
47.4 psf
Zone 2 — 2nd Floor
29.8 psf
82.4 psf
Zone 3 — 2nd Floor
29.8 Psf
82.4 psf
PATIO BEAM REFER TO
SCHEDULE SHEET 5-4
TOP @ -O'-G" B.E.F.
(23.5 N.A,V.DJ
FRANGIBLE MASONRY WALL
STRUCTURAL CONCRETE
COLUMN BEYOND
TYPICAL PILE d TRANSITION
CAP - REFER TO PLANS E
DETAILS FOR SPECIFICATIONS
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
COIUrPONEN TS & CLADDING
EXTERIO WALL COMPONENTS SHALL BE ATTACHED PER
MANUFACTURERS' SPECIFICATIONS TO MEET THE WIND PRESSURES
SHOWN FIRST FLOOR ON PLAN AT RIGHT. ALL CLADDING SHALL
MEET OF EXCEED THE DESIGN PRESSURES LISTED BELOW..
POSITIVE
NEGATIVE
WALL ZO
E
PRESSURE
PRESSURE
Zone 4
(interior zone)
51.7 psf
56.1 psf
Zone 5
(end zone)
51.7 psf
69.3 psf
1st/2n� FLOOR a — 5.0' (10% of 50' least horz. dimension)
3rd FL OR a = 3.0' (10% of 30' least horz. dimension)
COMPONENT/CLADDING CALCULATIONS BASED ON ASCE 7-10 with
170 Vult, EXPOSURE D ENCLOSED, 30' MEAN HEIGHT, 5:12
PITCH, ith Kd=0.85 using the ALLOWABLE STRESS DESIGN method
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V
OF
R TO ARCH ITECTU PAL
WINGS FOR HANDRAILS
GUARDRAIL DETAILS
SPECIFICATIONS
#4 BOTTOM STEEL @ 10" o. c.
EXTEND INTO BEAM G" max.
#5 BOTTOM STEEL @ 8" o.c.
(2) #4'5 (G" SEPARATION)
TYPICAL AT EACH TREAD
REFER TO ARCHITECTURAL
- #3 TIE BAR(typcal) DRAWINGS FOR TREAD AND
.s RISER DETAILS
c'
8 F
Co TYPICAL 8"x 14" MIN.
« deep CONCRETE BEAM
� wl 5'S #3 STI 4
#3 STIRRUPS @ I G" o. c.
n
CONCRETE z-
STEPS :Si s � LANDING (STRUCTU
SLAB) - REFER TO I
.-5 f", SECTION FOP DETP
A
-TYPICAL FILLED CELL....�"`
COULMN (beyond)
TYPIClad�ca r'x 14' MIN. deep
CONCRETE BEAM Z
w/ (4) #5's. $
#3 STIKFUPS @ I G" o.c. v
TYPICAL FILLED CELL
COULMN (beyond)
TYPICAL 3" min.
PROTECTION FOR ALL
REINFORCEMENT STEEL
N N N
I G"x 1 2" deep PAD FOOTING r
w/ (3) #55 (each dray)
STEPS UPPER SECTION
PERMIT DRAWING
- PILING, CAP 4 COLUMN
(typical)
\Y ------ --------------
I G" square x 1 2" deep PAD
FOOTING w/ (3) #5'5'(each way)
- 8"x 1 2" MIN. deep CONCRETE
BEAM (above) w/ (4) #55, - REFER
TO SECTION FOR DETAILS
ZATICSLAB
A
(ABOVE)
STUB STEPS STEEL INTO
BEAM G" max. - REFER TO—,
SECTION FOR DETAILS
:BEAM ABOVE (typical)-\
1 R\\\\Y - - - - - - --
BEAM (BEYOND) -
REFER TO LOWER
SECTION FOR DETAILS
PATIO BEAM - REFER TO
SCHEDULE SHEET 5-4
TOP @ -O-G' B.F.F.
(23.5 N.A.V.D.)
_..__.
FRANGBLLE FOOTING
12"x 12" deep CONTINUOUS
FOOTING w/ (2) #5'5 cont.
j 8'-0" --
....... . .... -
TYPICAL FILLED CELL
COLUMNS w/ (1) #5 vert.
O
I I
I
I_
m FRANGIBLE FOOTING
2"x 12" deep CONTINUOUS
FOOTING w/ (2) #5'5 cant.
-� -- 1-
LL
I
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I ro
---j
O
FINAL TREAD FOOTING
1 2"x20" deep CONCRETE
FOOTING (1 2" below grade)
REFER TO SECTION
EXTERIOR STEPS FOUNDATION
SCALE: I/2" = 1'-0"
FRANGIBLE MASONRY WALL
STRUCTURAL CONCRETE
COLUMN BEYOND
#5 BOTTOM STEEL @ 8" o.c.
EXTEND INTO BEAM G" may.
#5 BOTTOM STEEL @ 8" o,c.
STRUCTURAL CONCRETE
SLAo.c. E.W.
(TYPICAL(
�
TREAD AT EACH TREAD
TYPIBCAL 8'x 14? MIN-. deep "°°• , ...
v.° *
•-
REFER TO ARCHITECTURAL
CONCRETE BEAM
z
#3 TIE BAR (typical)
DRAWINGS FOP TREAD AND
w/ (4
g
. '
f
RISER DETAILS
#3 STIRRUPS @ I G"` o.c.. r
.
-
1-8
TYPICAL 8"x 14" MIN.
deep CONCRETE BEAM
'�_�----'
w/ (4) #5'5 #
TYPICAL FILLED CELL �. "
�'
#3 STIRRUPS @ I G" o.c.
COULMN (beyond)
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FINAL TREAD FOOTING
r .. �
2500 PSl mm. CONCRETE
FRANGIBLE CONTINUOUS STEPS
FOOTING—
_
�
' -
'� • � `"° ' �
12"x20" deep CONCRETE
FOOTING w/ (4) #5'5 b #3
STIRRUPS @ I G" o.c.
�
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O
TYPICAL PILE * TRANSITION TYPICAL 3" min. 1�8
CAP BEYOND PROTECTION FOR ALL
r^ _-_.REINFORCEMENTSTEEL°_.,,
• � � -' -I G" G-I G20"
I G"x I�daep PADF� #5 BOTTOM STEEL @ &c.cw/ (3) #5'5 (each way) EXTEND INTO BEAM G" max.
EXTERIOR STEPS LOWER SECTION
SCALE: 112" = -O"
N
�
O
0
REFER TO ARCHITECTURAL
DRAWINGS FOR LANDING
O ,�
DETAILS B SPECIFICATIONS
PROJECT NO.
18-022
SHEET
5-11
C
n
GYP-CRETE OVER PLYWOOD
5UBFLOOR
(2) 2.8 P.T. LEDGER FOR
5TRINGER5 - SECURE TO
CONCRETE BEAM w, (2)
1/4" TAPCON5 @ I W o.c.
•--^ TRU55 LEDGER, REFER TO
+ TYPICAL WALL SECTION #-
PLANS FOR DETAILS TREADS < RISERS per
WOOD FLOOR TRUSSES ARCHITECT - HBZ PER
/ BY OTHERS '- F ARCHITECT or BUILDER-
V REFER TO ARCHITEC ORAL
CONCRETE BEAM - REFER PLANS FOR DETAILS
TO TYPICAL WALL SECTION
• -a' E PLANS FOR DETAIL5
& 12 STRINGERS @ 16" o.c. MAX: 1
FINISH PER ARCHITECT or BUILDER:-
REFER TO ARCHITECTURAL PLANS POP
DETAILS -COORDINATE FINISH HEIGHT
w/ ARCHITECTURAL DRAWINGS
2xG JOISTS @ 10 oz. MAX. _ 1
X 2xG JOIST (cleat) - 1
1 1 NOTCH STRINGER AS
NECESSARY [ 11
MASONRY 5HEARWALL - REFER
TO TYPICAL WALL SECTION $
PLANS FOR DETAILS
a r
CONCRETE BEAM -REFER
TO TYFOAL WALL SECTION
$ PLANS FOR DETAILS
FRANGIBLE MASONRY WALL
T
REFER TO TYPICAL WALL
SECTION $ PLANS FOR DETAILS
DOUBLE
2.4 TOP PLATE - i
COORDINATE
HEIGHT w/ 1 1
E
ACHITECTURAL
DESIGN f
j I 11 f I I
i!E
I I(
11 fl fI I
114 2x4EPARTITION I
FRAMING
1 1[1 BALLOONFRAME1
I
11 € TO STRINGERS
2x4 BEARING
I
WALL f
DOUBLE
1i 1 1
STUD 11 I
16" ox,
FRAMING I
1
(bearing
point)
it II ii
I ,
2x4 F.T
I• .I I,
1 1 { I
iOE w/ 1/4" 1
� I
TAPCO
1
12" o.c. MAX.: !
11 II 1 i
� 4" frangible SLAB
@ -I I'-C" B.F.F.
INTERIOR STEPS SECTION - lower
SCALE: 1 /2" = 1'-0"
TREADS $ RISERS per ARCHITECT - FINISH
PER ARCHITECT or BUILDER - REFER ITO
LS
ARCHITECTURAL PLANS FOR DETAILS
2.12 5TRINGER5 @ I G" o.c. MAX.
M M15H PER ARCHITECT or BUILDER
- REFER TO ARCHITECTURAL
PLANS FOR DETAILS
-
COORDINATE FINISH HEIGHT w/
ARCHITECTURAL DRAWINGS
i
24 JOISTS @ I G" o.c. MAX.
2.5 LEDGER FOR
STRINGERS - SECURE TO
24 LANDING FRAMING
GYP-CRETE OVER CONCRETE
STRUCTURAL SLAB
I I
CONCRETE BEAM - REFER
TO TYPICAL WALL SECTION
# PLANS FOR DETAILS
CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
4.4 P.T. F05T TO
LANDING (above)
GYP CRFTE OVER PLYWOOD
5UBFLOOR
- TRU55 LEDGER- REFERTO •
TYPICAL WALL SECTION £
5 FOR DETAI 5
PLAN
DOUBLE STUD COLUMN \
WOOD FLOOR TRUSSES
TO LANDING (above)
i °
BY OTHERS
CONCRETE BEAM - REFER
FINISH PER ARCHITECT or LiloffR
REFER TO ARCHITECTURAL
TO TYPICAL WALL. SECTION
PLANS FORD /�LS
# PLANS POP DETAILS
COORDINATE FINISH H w/�
,
W
ARCHITECTURAL DRAWffNG5
2x6 BAND JOIST
2xG J015T5 @ I G" oA. MAX.
2x8 LEDGER FOR -----
STRINGERS -SECURE iO
BEARING WALL FRAMING
2x4 BEARING WALL
16" o.c. FRAMING
DOUBLE 2x4 TOP PLATE -
COORDINATE HEIGHT w/
ACHITECTURAL DESIGN
2x4 P.T. SHOE w/
/4" TAPCON5 @
2" o. c. MAX.
2x4 P,T. CLEAT5 w/J 26 P.T. JCI5T TO FOR FIRST STEP d SUPPORT LANDING
1/4" TAPCON5 into FRAMING - RIP TO APPROPRIATE DEPTH - REFER TO
FRANGIBLE SLAB ACHITECURAL DRAWINGS FOR HEIGHT # FIN15H REQUIREMENTS
INTERIOR STEPS SECTION -
SCALE: 1/2" = 1'-0"
2xG @ G" 0.C.
INTERNI DIATE I
2x8 LEDGER FOR 2x8 LEDGER FOR
5TRINGER5 5TRINGER5
_ _ _BALLOON FRAME PARTITIONN�below Stinger)_
2x4 BEARING WALL
I G" D.C. FRAMING
DOUBLE STUD COLUMN
2x8 P.T. J015T TO FOR FIR5T STEP - BALLOON FRAME TO
B SUPPORT LANDING FRAMING - RIP NEXT LANDING
TO APPROPRIATE DEPTH - REFER TO
ACHITECURAL DRAWINGS FOR
HEIGHT FINISH REQUIREMENTS
INTERIOR STEPS FRAMING -lower
SCALE: 1/2" = -0'
2xG @ I G" o.c. 44AX.
INTERMEDIATE L NDING
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5TRUCTURAL 5LA
LANDING - REFER 10
LOWER BEAM PLA
(2) 2x8 P.T. LEDGER -ATTACH
TO MASONRY 511EARWALL w/ (2)
I /W TAPCON5 @ I G" o.c. MAX.
MASONRY 5HEARWALL - REFER
TO TYPICAL WALL, SECTION
PLANS FOR DETAIL5
(2) 2x8 P.T. LEDGER -.
ATTACH TO MASONRY
51-1 W/ (2) 1/4"
TAPCON5 @ I Or o.c. MAX.
MASONRY 5HEARWALL
- REFER TO TYPICAL
WALL SECTION 8 PLANS
FOR DETAILS
4x4 P.T. P05T
5UPPORT FOR NEXT
LANDING
CONCRETE BEAM -
REFER TO TYPICAL
WALL SECTION
PLAN5 FOR DETAILS
(2) 2x8 P.T. LEDGER FOR
STRINGERS - SECURE TO
CONCRETE BEAM W/ (2)
1/4" TAPCON5 @ I G" ox.
THESE INTERIOR STAIRS DETAILS ARE
INTENDED TO DEMONSTRATE STRUCTURAL
ASPECTS OF CONSTRUCTION. THE
CONTRACTOR SHALL COORDINATE WITH
THE ARCHITECT WITH REGARD TO FINISH
MATERIALS AND ADJUST HEIGHTS AND
DEPTHS ACCORDINGLY.
GYP-CRETE OVER PLYWOOD
5UBFLOOR
WOOD FLOOR ( "
TRUSSES BY
OTHERS 11
CONCRETE BEAM - REFEP�
TO TYPICAL WALL SECTION
$ PLANS FOR DETAILS
MAEONRY.5HEARWALL - REFER
TO TYPICAL WALL SECTION E� _
PLANS FOR DETAILS
2xG JOISTS @ 16 o c MAX
(2) 2x8 P.T. LEDGER - ATTACH
TO MA50NKY 5HEAKWALL M (2)
1 /4" TAPCON5 @ I G" o. c. MAX.
2x8 P.T, LEDGER
SECURE TO CONCRETE w/
(2) 1/4"TAPCONS@ 12'o.c.
PADOUTLANDING
w/ (2) 2,1 L
TREADS $ RISERS per
ARCHITECT FINISH I'ER.
ARCHITECT o. BUILDER
REFER TO ARCHITFCTURAL
PAN! FOR DETAILS
2x 12 STRINGERS @ I G" o.c. MAX.
(2) 2x8
DOUBLE STUD COLUMN
(frorn landing below)
2xG BAND LOOT (treat) -
NOTCH STRINGER AS
NECESSARY
TREADS # RISERS per ARCHITECT - FINISH
PER ARCHITECT or BUILDER - REFER, TO
ARCHITECTURAL PLANS FOR DETAIIS
2.12 5TRINGER5 @ 10
FINISH PER ARCHITECT or BUILDER
- REFER TO ARCHITECTURAL
PLANE FOR DETAILS
COORDINATE FINISH HEIGHT
ARCHITECTURAL DRAWINGS
5
TYPICAL MA50NRY WALL
REFER TC TYPICAL WALL
SECTION # PLANS FOR
2xG JOISTS @ I G" o.c. MAX.
DETAILS
(2) 2x8 P.T. LEDGEK -
ATTACH TO MASONRY
5HEARWALL/ (2) 1/4'
L
TAFCON5 @ I G" o,c. MAX.
(2) 4x,5 P.J. LEDGER -
A ACH O TYPICAL
MASONR WAL w/ (2) 114"
TAPCC 5 @ 1 " o.c. MAX.
THESE PLANS ARE NOT FOR
CONSTRUCTION UNLESS STAMPED
"Construction Set", DATED, SIGNED AND
SEALED BY THE ENGINEER. ALL
CONSTRUCTION SHALL BE IN COMPLIANCE
WITH ALL JURISDICTIONAL PERMITS,
CONDITIONS AND CONTRACT DOCUMENTS.
STRUCTURAL SLAB
(front balcony)
CONCRETE STRUCTURAL
SLAB - refer to plans C detatle
y..
CONCRETE BEAM - REFER
TO TYPICAL WALL SECTION
# PLANS FOR DETAILS
`—FRANGIBLE MASONRY WALL
REFER TO TYPICAL WALL
SECTION $ PLANS FOR DETAILS
—2xG LEDGER FOR
STRINGERS - 5ECURETO
2x0 LANDING FRAMING
2x 125TANGER5 @ I G'
o.c. MAX.
2x F T. FIRST R15ER - RIP
TO REQUIRED DEPTH
2a4 P.T, CLEAT - SECURE
TO 5RUCT'URAL SIRS w/
1 /4" TAPCON5 @ I Z o,c.
CONCRETE BEAM - PETER
TO TYPICAL WALL SECTION
t PLANS FOR DETAILS
CONCRETE 5TP.UCTURAL
SLAB refer to plans # UetJI15
t—_ J
a.-O
SIMPEON GA2 (or CONCRETE BEAM - REFER
egaail w/ (4) SIDE TO TYPICAL WALL SECTION
SCREWS- TYPICAL $ PLANS FOR DETAILS
AT EACH .STRINGER
INTERIOR, STEPS SECTION - upper
SCALE: 1/2" = I'-0'
FINISH PCR ARCHITECT or BUILDER
- REFER. TO ARCHITECTURAL.
PLANS FOR DETAILS -
COORDINATE `nU5N HEIGHT w/
ARCHITECTURAL DRAWINGS
2xG BAND JOIST
...........
2.8 LEDGER FOR
STRINGERS - 5ECUR,E TO
BEARING WALL FRAMING
DOUBLE STUD COLUMN
(from landing below)
GYP-CRETE OVER PLYWOOD
5UBFLOOP
TRU55 LEDGER - REFER TO—
• a
TYPICAL WALL SECTION #
PLANS FOR DETAILS
WOOD FLOOR TRUSSES
+
BY OTHERS R
CONCRETE BEAM - REFER
TO TYPICAL WALL SECTION
# PLANS FOR DETAILS
(2) 2x8 LEDGER
4x4 F.T. COST
(from land ng oelow)
INTERIOR 5TEP5 SECTION -upper
SCALE: 1 /2" = -O"
IV
2xG.@ 16 o.c. MAX. 2x 12 5TRINGER5 @ I G"o.c. MAX.
INTERMEDIATE LANDING
2xG LEDGER FOR
'
STRINGERS
i
(1
—2x4 CRIPPLE WALL
I
i,
I Or S.C. FRAMING
2x 1.2 RINGERS
2x4 P.T, SHOE
@.I G .c. MAX.
. 5TRUCTURAL5LAB-
'. LANDING - REFER TO
LOWER BEAM PLAN.
.. ..
CONCRETE BEAM -
-
REFER TO TYPICAL
WALL SECTION B
PLAN5 FOR DETAILS
INTERIOR STEPS
FRAMING - u
I'.. s(-,Al F: 1121 = 1 T-O-I
EXTEND LEDGER #
ATTACH STRINGER
DOUBLE STUD COLUMN
- from landing below
2xG BAND J015T over (2)
2x8 LEDGER
51MPS0N GA2
FRAMING ANGLE AT
EACH STRINGER
BUILT-UP LANDING
REFER TO SECTION
DETAIL
CONCRETE BEAM -
REFER TO TYPICAL
WALL SECTION I$
PLAN5 FOR DETAILS
� (2) 2x8 P.T. LEDGER -
ATTACH TO MASONRY
5HEARWALL W/ (2) 1/4"
TAPCON5 @ I G" ox. MAX.
DING
�4x4 P.T. POST
- from landing below
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PROJECT NO.
18-022
SHEET
S-12
11B3 IBRIEW L MQ)H93
ABV.
ABOVE
ACOUS.
ACOUSTICAL
ADJ.
ADJUSTABLE
AL.
ALUMINUM
APPROX.
APPROXIMATE
BD.
BOARD
BLDG.
BUILDING
4
BLK.
BLOCK
'
BOT.
BOTTOM
•
CAB.
CABINET
'&
CER.
CERAMIC
C.I.
CASTIRON
CLR.
CLEAR
COL.
COLUMN
CONC.
CONCRETE
CONN.
CONNECTION
CONT.
CONTINUOUS
CTSK.
COUNTERSUNK
DECOR.
DECORATIVE
DET.
DETAIL
D.F.
DOUGLAS FIR
DIA.
DIAMETER
DIM.
DIMENSION
ON.
DOWN
D.S.
DOWN SPOUT
DWG.
DRAWING
EA.
EACH
EL.
ELEVATION
ELEV.
ELEVATOR
ELEC.
ELECTRICAL
EQ.
EQUAL
EXH.
EXHAUST
EXP.
EXPANSION
EXT.
EXTERIOR
EXIST.
EXISTING
F.F.
FINISH FLOOR
FLASH.
FLASHING
FLUOR.
FLUORESCENT
FT.
FOOT/FEET
FTG.
FOOTING
GA.
GAUGE
GALV.
GALVANIZED
GL.
GLASS
GR.
GRADE
GYP.
GYPSUM
H.B.
HOSE BIBB
H.C.
HOLLOW CORE
R.O.
ROUGH OPENING
HDWD.
HARDWOOD
RWD.
REDWOOD
HDWE.
HARDWARE
R.W.L.
RAIN WATER LEADER
HGT.
HEIGHT
S.C.
SOLID CORE
HORIZ.
HORIZONTAL
SCHED.
SCHEDULE
I.D.
INSIDE DIAMETER
SHT.
SHEET
INCAND.
INCANDESCENT
SIM.
SIMILAR
INSUL.
INSULATION
SQ.
SQUARE
INT.
INTERIOR
SST.
STAINLESS STEEL
JT.
JOINT
STD.
STANDARD
LAM.
LAMINATE
STL.
STEEL
LAV.
LAVATORY
STOR.
STORAGE
LOC.
LOCATION
STRUCT.
STRUCTURAL
MAX.
MAXIMUM
SUSP.
SUSPENDED
MECH.
MECHANICAL
SYM.
SYMMETRICAL
MET.
METAL
T.C.
TOP OF CURB
MFR.
MANUFACTURER
TEL.
TELEPHONE
MIN.
MINIMUM
T&G
TONGUEANDGROOVE
MISC.
MISCELLANEOUS
THK.
THICK
M.O.
MASONRY OPENING
T.O.C.
TOP OF CHIMNEY
MTD.
MOUNTED
T.O FR.
TOP OF FRAMING
MUL.
MULLION
T.O.L.
TOP OF LEDGER
N.I.C.
NOT IN CONTRACT
T.O.P.
TOP OF PLATE
NO
NUMBER
T.O PL.
TOP OF PLATE
N.T.S.
NOT TO SCALE
TYP.
TYPICAL
O.A.
OVERALL
U.O.N.
UNLESS OTHERWISE
OBS.
OBSCURE
NOTED
O.C.
ON CENTER
VERT.
VERTICAL
O.D.
OUTSIDE DIAMETER
VEST.
VESTIBULE
OFF.
OFFICE
V.G.D.F.
VERTICAL GRAIN
OPNG.
OPENING
W/
WITH
OPP.
OPPOSITE
W/O
WITHOUT
PL.
PLATE
W.C.
WATER CLOSET
PLAS.
PLASTER
WD.
WOOD
PLYWD.
PLYWOOD
WOW.
WINDOW
PR.
PAIR
W.H.
WATER HEATER
PRCST.
PRECAST
WSCT.
WAINSCOT
P.T.
PRESSURE TREATED
WT.
WEIGHT
PTN.
PARTITION
SYMB.
SYMBOLS
Q.T.
QUARRY TILE
AND
RAD.
RADIUS
ANGLE
REINF.
REINFORCE
@
AT
REQ.
REQUIRED
CENTER LINE
RM.
ROOM
DIAMETER OR ROUND
#
POUND OR NUMBER
PROJECT TEAM
ARCHITECT:
RANDALL STOFFT ARCHITECTS
42 NORTH SWINTON AVE., SUITE 1
DELRAY BEACH, FL. 33444
561-243-0799(T)
CONTACT: GARY STOFFT
EMAIL: gary@stofft.com
STRUCTURAL ENGINEER
KNIGHT, McGUIRE & ASSOCIATES, INC
80 ROYAL PALM POINTE, SUITE 401
VERO BEACH, FL 32960
` TEL: 772-56M505,FAX: 772-569-1455
CONTACT: David Knight, P.E.
EMAIL: david@knightmcguire.com
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BUILDING CLASSIFICATION: CODE EDITIONS:
TWO STORY SINGLE FAMILY RESIDENCE Florida Building Code (FBC) 2017
FBC 2017 CHAPTER 3, GROUP R.3 OCCUPANCY National Electrical Code (NEC) 2014
TABLE 503 CONSTRUCTION TYPE V-B
WIND LOADS AS PER FBC 2017 EDITION
AND ANSI/ASCE 7-10
THE FOLLOWING DESIGN PARAMETERS ARE REPEATED
FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS
FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS)
CODE EDITION: FLORIDA BUILDING CODE 2017
BUILDING DESIGNED AS: ENCLOSED, RIGID
WIND EXPOSURE CLASSIFICATION: D
WIND SPEED DESIGN: 160 mph Vult
INTERNAL PRESSURE COEFFICIENT +-0.18
Kd 0.85
a MEAN ROOF HEIGHT
BUILDING CATAGORY II
L.
n
ROOF LIVE LOAD: 30 PSF
TOP CHORD DEAD LOAD: 15 PSF
BOT CHORD DEAD LOAD: 10 PSF
FLOOR LIVE LOAD: 40 PSF
FLOOR DEAD LOAD: SUPERIMPOSED 25 PSF
MIN. SOIL BEARING. PRESSURE: 2,500 PSF
-, SHUTTERS: NO
IMPACT RESISTANT ASSEMBLY: YES
•,i a IS A CONT. LOAD PATH PROVIDED YES
.. .� X COMPONENT & CLADDING YES
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DIFDOLD��ODD CaD1D DDDD D DDDDDDDDDD4D
ARCHITECT'S STATUS:
EARTH WORK:
TRUSSES
ROUGH CARPENTRY:
TIMBER
A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND
A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR
GEOLOGICAL REPORTS.
A. THE TRUSS L
AYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN
A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED
A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR
'
CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
NATURE. HOWE
JER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER
BEAMS SHALL BE INSTALLED WITH CROWN DOWN.
APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS:
PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL
THE ASSUMPTICN
THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE
' FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST
THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE
BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE
FINAL TRUSS M
. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T.
B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE.
CONCRETE AND MASONRY.
TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE
OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION.
BEARING POINTS,
CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM
ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS
O AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
THE PRIME PRC
FESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND
C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS
B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND
OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES.
MAKE STRUCTUI
ZAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING
UNLESS OTHERWISE NOTED.
CODES AS SPECIFIED BELOW:
EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
TRUSS DRAWIN
S MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL;
,.
D, SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE
POURING OF FO
JNDATION.
D. ALL SUB -SILLS, OVER 8'4" IN LENGTH SHALL BE DOUBLE 2"X4"s.
NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR
CODES.
OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE
WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN
f
PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12
B. WOOD ROOF
TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A
E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU
SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL
A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD
PROFESSIONAL
PECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS
OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED
LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS
e
CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY
DENSITY TESTIS) SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER.
FABRICATOR TO
PROVIDE PRE -FABRICATED HANGERS AS REQUIRED.
OTHERWISE ON PLANS.
GRADE LUMBER AND ITS FASTENINGS.
BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR
E FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69
C. DESIGN, FAB
(CATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL
F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE
C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS.
SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE
(75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS
CONNECTORS S
ALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS.
TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR
TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL.
CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.
OF NOT MORE THAN 12" AND COMPACTED AS ABOVE.
SEAT.
FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON.
D. DESIGN SPECIFICATIONS
FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER
T ADESIGNED I ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS THE PROJECT WAS N
F, TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL
TPI 1-2014; DESIGN
SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD
G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND
D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH
FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL
BUILDING CODE 2017.
TRUSSES PER P
T 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL
TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE
AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94.
CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND
PLATE CONNEC
ED WOOD TRUSSES PER BCSI 2013 EDITION
OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS
SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13/TMS 402-13). BUILDING
CONCRETE:
ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT
E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS
CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD
A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND
THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR
OF AMERICAN PLYWOOD ASSOCIATION.
CONSTRUCTION (ANSI/NFOPA NDS-2015).
REQUIREMENTS OF ACI. 318-14.
CONCRET
UNIT MASONRY:
DOORS AND WINDOW FRAMES.
B. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY
8. PORTLAND CEMENT: ASTM C-150 TYPES I OR B. LOW ALKALI, SILL TESTED AND CERTIFIE
H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL
F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD
WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A
REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL
USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.
A. THIS PROJEC
IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN
HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL
PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING.
FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN IT'S ENTIRETY AND BUILD IN
PERCENT.
SHALL BE IN AC
ORDANCE WITH ACI 530-13/ASCE 5-13/TMS 402-13, BUILDING CODE
WINDOW AND DOOR OPENINGS.
ACCORDANCE WITH ALL PROVISIONS OF THIS CODE.
REQUIREMENTS
OR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE
G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (C-C).
C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC O
REQUIREMENTS
=OR MASONRY STRUCTURES.
I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D
EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA.
PERMITS:
OTHER DELETERIOUS MATERIALS.
GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN
B. REINFORCING
STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE
PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS
DOORS AND WINDOWS:
D, AGGREGATES: ASTM C-33 FOR SLABS ON GRADE.
IN WALL REINFO
CING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING
AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS
E, SAND: ASTM C-33 FOR SLABS ON GRADE.
CORNERS. HOR
ZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS. THE WORK
J. HANGERS, FRAMING ANCHORS AND FASTENERSSTAMPED AMD FABRICATED STEEL OF
A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS
PROGRESSES At
FORCING IN
D SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL
JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT
THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY
THAN a �� THICK OR BE IN COMPLIANCE WITH FBC WITH A FIRE PROTECTION RATING
JOB CONDITIONS:
F, FOUNDATIONS: INSTALL AS PER THE STRUCTURAL DWG'S, OR AS AMENDED BY THE FINAL
,[��[J
SYY1NFORCING.
MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN
r-LOSING
NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING.
S SELF
REPORT.
THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND /
VAPOR B RRIE B EAT SLA S TO E 6 IL. P LYE YL E.
C. FOUNDATION
DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6
K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN
B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN
SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE
OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE
VERTICAL TO AL
GN WITH BLOCK CORE.
ATTICS FOR AREAS. OVER 3,000 S/F
OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST.
CONSTRUCTION DOCUMENTS, DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS
N. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL 1
.SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION.
DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS:
D. CLEAN OUT CC
PENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL
L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL,
C. DOORS &SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING
BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE
SPREAD AND WALL FOOTINGS 3000 PSI
AFTER CLEANIN
AND INSPECTION.
.SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS,
,BATH
GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE
CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION
COLUMNS AND WALLS 3000 PSI
COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS,
CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400
DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED.
BEAMS AND SLABS 3000 PSI
E. MASONRY U
TS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH
CHIMNEYS, FLOOR JOISTS OR TRUSSES.
FOOT-POUND IMPACT TEST
OF 1900 PSI ON
ET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF
B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO
USE REGULAR WEIGHT CONCRETE.
MORTAR IN RUN
JING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED
SHOP DRAWINGS.
NGING
D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES,
NOT SCALE DRAWINGS.
FROM HIGH STIRNGTH
BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE
I, STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWING
60.
INCLUDING ANY GLAZING WITHIN 60 OF THE FINISHED FLOOR IN WALLS
C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR
SLUMPS & AGGREGATE REQUIREMENTS:
A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL
SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II
ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTIN
LOCATION SLUMP MAX. AGGREGATE
F. ALL MORTAR
HALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH
FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION
GLAZING PRODUCTS.
•
CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
FOOTINGS 4"ti" ASTM #57
A MINIMUM COM
RESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR
AND COMMENCEMENT OF THE WORK.
-
ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND
COLUMNS 5"t1" ASTM #57
STRENGTH IS REQUIRED
FOR THIS PROJECT.
E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE
CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN
BEAMS AND SLABS 5"t1" ASTM #57
B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE
WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE
FILLED CELLS 8"31" ASTM#8 PEAROCK
TIE BMS & TIE COL'S 5"t1" ASTM #BPEAROCK
G. GROUT SHAL
BE A HIGH SLUMP MIX 8"- WITH
11 IN ACCORDANCE H ASTM
( )
THE FLOOR OF THE TUB OR SHOWER.
•
CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS,
PILES 8"t1" ASTM #8 PEAROCK
SPECIFICATION
HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO
C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN
CONSTRUCTION
TESTING FOR G
OUT
OUT STRENGTH IS REQUIRED FOR THIS PROJECT.
SECTION AND DETAILS
TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7
'-
COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE
DOCUMENTS.
A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN. THE "MANUAL OF
H. PROVIDE 9 G
UGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT
SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44'
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED
EVERY SECOND
OURSE FOR ALL EXTERIOR WALLS..
ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX).
D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND
BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O.
G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
I. ALL CONCRET
MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A
•
QUALIFIED ENG(
4EER JUST PRIOR TO POURING OF THE FOUNDATION 1ST & 2ND FLOOR TIE
CODE.
B, MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL.
BEAMS. CONSTF
UCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE
PLUMBING FIXTURES:
WORK NECESSARY TO COMPLETE CONSTRUCTION:
• SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Ys")
DESIGN AND CO
ISTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE
H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND
' BEAMS AND COLUMNS 1 1/2 "
NATIONAL CONIC
RETE MASONRY ASSOCIATION.
TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE
. FORMED CONCRETE BELOW GRADE 2"
A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION
PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A
A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE
"N.I.C"
' UNFORMED BELOW GRADE 3"
STRUCTURAL
STEEL:
DOOR THAT HAS A MIN. 29" CLEAR OPENING.
AND FINISHED PROJECT OTHER THAN ITEMS MARKED (NOT IN CONTRACT)
' FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP
. WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE
THERMAL MOISTURE PROTECTION:
..
CLEAN UP /REPAIR:
• SLABS 3/4" CLEAR AT TOP (INTERIOR), i y" CLEAR AT TOP (EXTERIOR)
A. WORKMANS
IP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE
' BEAMS 1 112" CLEAR TO STIRRUPS
EXACTING REQUIREMENTS
ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
' COLUMNS 1 1/2" CLEAR TO TIES
A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017
A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH,
B. ALL STRUCTL
RAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH
ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE:
a
DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT
C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY
THE LATEST AISC
CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION
MINIMUM OF R-30 CLG INSULIN CLIMATE ZONE 1, R-38 CLG INSULIN CLIMATE ZONE 2.
'
OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL. BE LEFT
WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS.
A36. ALL STEEL
ruBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B
MASONRY WALLS A MINIMUM OF R-41N CLIMATE ZONE 1, R-61N CLIMATE ZONE 2.
CLEAN AND READY FOR OCCUPANCY UPON. COMPLETION OF THE PROJECT.
(FY=46KSI). ALL
;TEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT, ALL SHOP AND
FRAME WALLS A MINIMUM OF R-131N BOTH CLIMATE ZONE 1 & 2.
0, GENERAL BEAM NOTES:
FIELD WELDING
HALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN
VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY
a ai>
S. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE
1) SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O.
"AMERICAN WEL
ANG SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO
CONSERVATION ENERGY CALCULATIONS AS SUBMITTED.
PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO
2) BUNDLE ALL STIR. BEAM TOP BARS IN PAIRS OVER SUPPORT WI TOP BARS FROM ADJ.
PERFORM THE
PE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX
MATCH ADJACENT AREAS AND SURFACES.
11EAMS.
ELECTRODES.
B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY
3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER
ARCHITECT/DESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S
CLIMATE & GEOGRAPHIC DESIGN CRITERIA:
STANDARD ASTM BENDING DIAGRAM.
RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE
4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND
WORK, THE CONTRACTOR SHALL FURNISH ROOFERS WRITTEN GUARANTEE
A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(1), 'SUBJECT TO DAMAGE FROM'
WINDOW AND DOOR HEADS.
g) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM
COVERING WORKMANSHIP. MATERIAL MANUFACTURERS
FACTURERS GUARANTEE FOR REPLACEMENT
WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY
DEPTH) &ADD 2 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS.
OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD.
HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK.
N
8) ALL ADDED LONGITUDINAL BEAM REINFORCING TO EXTEND 6" MIN. INTO SUPPORT U.N.O.
THE PROJECT WAS DESIGNED IN ACCORDANCE WITH
THE BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE (ACI 318-14, 315-11, LRFD).
(AMERICAN INSTITUTE OF STEEL CONSTRUCTION)
AISC _RFD 13th EDITION. BUILDING CODE
REQUIREMENTS AND SPEC'S FOR MASONRY
STRUCTURES (ACI 530-1 VASCE 5-05/TMS 402-11).
BUILDING CODE REQUIREMENTS AND NATIONAL
DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
(ANSI/NFOPA NDS-2012, ASD, AF&PA).
RESIDENTIAL CODE INFORMATION
ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017
EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY
REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70.
RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE
REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9.
THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT.
DRAWING INDEX
co .N
O C
N N
E
O
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N c
IY CO
Ui w
0-
A001
COVER SHEET
N/A - SITE PLAN BY ENGINEER
A200
GARAGE LEVEL FLOOR PLAN
A201
1 ST FLOOR PLAN
A202
2ND FLOOR PLAN
A210
ARCHITECTURAL 1ST FLOOR FRAMING PLAN
A211
ARCH. 2ND FL FRAMING PLAN & UPPER ROOF
A301
FRONT & REAR ELEVATIONS
A302
SIDE ELEVATIONS
A303
BUILDING SECTIONS & PLUMBING RISER
A601
GARAGE & 1ST FLOOR REFLECTED CEILING PLAN
A602
2ND FLOOR REFLECTED CEILING PLAN
A801
TYPICAL WALL SECTIONS & DETAILS
A802
TRUSS END/DASCIA DETAIL
A901
DOOR/WINDOW DETAILS
A902
TYPICAL DETAILS
E101
ELECTRIC PANELS & RISER
E201
GARAGE LEVEL& 1 ST FLOOR ELECTRIC PLAN
E202
2ND FLOOR ELECTRIC PLAN
S1-S?
STRUCTURAL PLANS
FIL
REVISIONS
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N
A' 1st Bldg Comments G,
I
Job No.18020
MAR 0 4 201!
FL-0011105 FIRM-)
GARAGE LEVEL DOOR
SCHEDULE
MARK
1
SIZE
WD
S-0'
16'-0"
Y4"
- e
3'-0"
3 —0"
2 6
21-8"
5'-0"
2'—B"
TYPE
HGT
8'-0 FRENCH
8'-0" OVERHEAD GARAGE DR
8'-0" FRENCH
T-0" EXT SWING
7'-0" E_XT SWING
8'-0" _FRENCH
8'-0" INT SWING (SC) MIN
8'-0" INT SWING_ SC
8'-0" _ INT SWING DBL SC
8'-0" INT SWING (SC)--
NOTES
-- __-
--
--
PVC JAMB__..____
PVC JAMB
--
1 3/8" THK, SELF
CLOSER
--
2
_
3
4
5
_
6
7
9
10
11
2'-8"
2'-8°'
2'-8"
2'-8"
2'-8"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
INT SWING SC
--
12
INT SWING (SC)
MIN
1 3P" THK, SELF
CLOSER___-
13
INT SWING (SC)
MIN
1 3 8 THK, SELF
CLOSER
14
INT SWING
_
15
INT SWING SC
--
16
2'-0"
8'-0"
Pocket Door
--
GARAGE LEVEL WINDOW
SCHEDULE
I
HEAD T
MARK
TYPE
NOTES
WD
HGT
ELEV
1
21 11"
8-01 "
i
SIDELIGHT 9-0"
2
4 11
I
8 —0
_
SIDEUGHT 9 0�
—
w FIXED GLASS BELOW _...__
3 4'-ON
5-6"
CSMNT DBL
8'—O"
4�-0
5 6
CSMNT DBL
8-0"
w FIXED GLASS BELOW
_4
6
__
5_0"
5'-6"
CSMNT
DDUBLE
_
8'-0"
--
7
4'-0"
4-
FIXED DOUBLE
I 8 -O
--
!t!
I_\
v
N
y
0
m
0
001
2
4'-0"
3
4
Y
So
002
31I
HB
003
0
in
enm
GARAGE
12'-10" Clg
49'4' x 38'-10"
0
. 1
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214
BONUS STORAGE ROOM
14 (BELOW 9, C
WINDOW) 33'-6" x 4'- 10"
0 0
33'-6"
NOTE: Q
INTERIOR FRAMED WALLS ON THIS
LEVEL TO BE CONSTRUCTED PER D3
ON SHEET A801 FOR BREAKAWAY
CONSTRUCTION
1S'-9"
oi-
c
69'-4"
i;ORAGE
9' Clg
014
4'-2„ c -
�^
POOL STORAGE
9' Clg
a
015 Al
16'-0"
16-0" / 1- T-8"
ABLE
AREA BELOW
ELEVATED
DECK
POO EQ�UI�P
I � 1
NOTE:
A IP. TO BE ELEVATED ON
El IESTALS/STANDS ABOVE
DFE (DESIGN FLOOD
ELEVATION) OF NAVD 16.4
005
POOL
ABOVE
LIVING AREA CALCULATION
1) 1ST FLOOR LIVING 2585 SF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 390 SF
4238 SF
DETAIL AREA CALCULATION
1) 1ST FLOOR LIVING
2585 SF
2) 2ND FLOOR LIVING
1263 SF
3) LOBBY
390 SF
BALCONY 1
82 SF
BALCONY 2
200 SF
BONUS STORAGE
699 SF
COVERED ENTRY
68 SF
GARAGE
1877 SF
OUTDOOR LIVING
356 SF
7520 SF
200 SERIES KEYNOTES
200 - MIRROR
201 - BUILT-IN CABINETRY
202-OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
204 - TEMPERED GLASS SHOWER ENCLOSURE
205 - CURB FOR SHOWER
206 - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208 - ..
209 - ADJACENT WALLS TO HAVE MIN R-11 INSUL
& MIN 1/2" GYP BD ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPE'X' GYP BD FOR GARAGE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COL/POST
213 - 42" HIGH CMU WALL
214 - 8"x16" ENGINEERED SMART FLOOD VENT
I bI2 2; 215 F
- MI R-2 SP Y A PLI11 D O EN CELL D
FOAM INSULATION AT GARAGE CEILING 1
216 - 16"x8" WALL LOUVER FOR FLOOD VENTING
THRU INTERIOR SPACES BOT OF VENT 0 8"
REVISIONS
---
BY
DATE
Irm
_
Q, IBO
GS
4.17.2018
®
ENG REV'S
GS
8.6,2018
N
A.1st Bldg Comments
GS
3.12019
r
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NOTE:
DESIGN FLOOD ELEVATION IS AT 16.4 NAVD.
PER FBC R322.1.8 BUILDING MATERIALS AND INSTALLATION
METHODS USED FOR FLOORING & INTERIOR AND EXTERIOR
WALLS AND WALL COVERINGS BELOW THE DESIGN FLOOD
ELEVATION (DFE) SHALL BE FLOOD DAMAGE RESISTANT
MATERIALS THAT CONFORM TO THE PROVISIONS OF FEMA TB-2.
MECHANICAL, ELECTRICAL, & PLUMBING SYSTEMS BELOW DFE
ARE TO BE DESIGNED & INSTALLED TO PREVENT WATER FROM
ENTERING OR ACCUMULATING WITHIN THE COMPONENTS
AND TO RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS
Q AND STRESSES PER FBC R322.1.6
PER ASCE 24-05 ELEVATOR COMPONENTS LOCATED BELOW THE
DFE SHOULD BE CONSTRUCTED OF FLOOD DAMAGE -RESISTANT
MATERIALS AND DESIGNED TO RESIST PHYSICAL DAMAGE DURII•
FLOODING. IF AN ELEVATOR CAB PROVIDES ACCESS TO AREAS
BELOW THE DFE IT MUST BE EQUIPPED WITH CONTROLS THAT
PREVENT THE CAB FROM DESCENDING INTO FLOODWATERS L
FLOOD VENT CALCULATION
8"xl6" ENGINEERED FLOOD VENTS THAT
PROVIDE 200 SF OF FLOOD COVERAGE
( GARAGE 1877 SF/200 = 9.3 = 10 VENTS
LOBBY & STORAGE AREAS 1089 SF/200 = 5.4 = 6 VENTS
BELOW POOL DECK AREA 1066 SF/200 = 5.3. = 6 VENTS
THE DESIGN OF THE FLOOD VENT OPENINGS WILL
PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD
FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE
AUTOMATIC ENTRY AND EXIT OF FLOODWATERS AS
SPECIFIED IN SECTION 2.7.2.2 OF ASCE 24. PER FBC
o R322.2.2 FOOT NOTE 2.1
v THE BOTTOM OF EACH OPENING SHALL BE NOT MORE
THAN 1 FOOT ABOVE THE HIGHER OF THE FINAL INTERIOR
FLOOR AND THE FINISHED EXTERIOR GRADE IMMEDIATELY
BELOW THE OPENING
GARAGE LEVEL PLAN
SCALE: 1 /4" = 1'-01.
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Job No.1802011
MAR 08 2019
F'L-0011105 FIRM-AA003379
200
FII_�' C�DV
1ST FLOOR DOOR
SCHEDULE
MARK
SIZE WD HGT
TYPE
NOTES
101
11'-0"
SLD GLASS OXX
—
102
_9'-0
15'-Y
10 -0
SLD GLASS OXX
POCKET SOD
103
6'-0"
10'-0
SLD GLASS
--
104
2O'-0
10 -0
SLD GLASS OXXO
--
105
12 0"
10'-0
SLD GLASS OXX
Pocket Door
--
106
1 2'4
8 -0
--
--
107
108 _
109_
110
111
112
113
114
115
116
117
2'-8
2 -6"
2'-8"
2'-8"
2'-8"
2 8"
5 0"
2 8"
2'-6"
2'-6"
2'-8"
8 0
8�-0"
8 -0"
8'-0"
8'10" _
8' 0"
8 0"
8' 0"
8'-0"
-8'-0"
6 0"
INT SWING (SO) _
Pocket Door
INT SWING SC
INT SWING SO
INT SWING SC
INT SWING SC
INT SWING DBL SC
_ INT SWING SC
INT SWING SC
INT SWING (SC)--
INT SWING (SC)
--
--
--
--
--
--
--
--
1ST
FLOOR WINDOW
SCHEDULE
MARK
WD I'
4 0"
4 0" _
2 6"
2 0"
2 0"
2' 81
2'-8"
2 -8
HGT ZE
1' 6"
_1' 611
5' 0"
5' 0"
5' 0"
6'- 0"
6'-0"
6'-0"
TYPE
FIXED
FIXED
CSMNT
CSMNT _
CSMNT
CSMNT
FIXED
CSMNT
HEAD ELEV T NOTES
_4'-6" BETWEEN CAB'S, VERIFY HT.
4'-6" BETWEEN CAB'S, VERIFY HT.
_ 9r0" --
9 0 --
9 -0�_ -- --
101
_
102
103
104
105
106
T--0" EGRESS,-w/ FIXED GLASS BELOW
107
9 0 w/ FIXED GLASS BELOW
9 0 EGRESS, w/ _FIXED GLASS BELOW
9 0' --_
9 -0 --
9 -0 --
9 -0 --
10 -0 w FIXED GLASS ABV
108
109
2'-0"
5'-0" CSMNT
110
2 -0
5'-0" CSMNT
111
2'-0"
_
5'-0" CSMNT
112 - -
113
5'-4"__6'-0"
2'-8"1
CSMNT DBL
5'-0" CSMNT
G1
rn
GUARD
T-4"
STAIR RAIL
UP
101
P-O"
13'-8"
LIBRARY
11' Clg
1416" x 12'-6"
14'-0"
UPPER STAIR DETAILS
13'-0" FLOOR TO FLOOR
22 RISERS @ 7.09" EACH
11" TREADS W/ 1" BULLN(
/OPEN TO-
/ BELOW
A101
BALCONY
GUARD
20'-5"
C� 109
a
201
- ODO
(0 C
WENS COOKTOP H
21'-8" HOOD ABV
I �
Q IC I
i
L--J
Cotter (Ag 11'/11'-4" 11'-0" 4'-8"
2 r4'"x 12r6"
DINING
11' Clg
16'-8" x 11'
16'-8"
IIIIIIIIII IIII
OUTDOOR LIVING
102 c - 11' Clg —
15-10" x 23' BALCONY
-- __--- -�- - GUARD --
a o _
103
24'-10"
l
f
GREAT ROOM 704
Coffer C1g 111/11'-4" N
25' x 23'-6"
Oj
f 20'-6"
112 "
— -- — — -
� I
z 4'- 20'-6"
ELEVATOR,
0
T-O" 14'-0"
4'-8"
MASTER BEDROOM 105
Coffer c1 10'-6°/lr ITTING Co
C
19'-10' x 17'-0" 11' Clg
4'-0" ih
OUTSIDE STAIR DETAILS
18 RISERS @ +-7 1/4"
VERIFY HEIGHT OF GRAC
TO ELEVATED DECK FOR
RISER HEIGHT
12" TREADS w/ 1" BULLNC
SUN
SHELF
8
INFINITY
EDGE
OPTIONAL
POOL/SPA
LIVING AREA CALCULATION
1) 1ST FLOOR LIVING 2585 SF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 390 SF
4238 SF
DETAIL AREA CALCULATION
3'-8"
1) 1ST FLOOR LIVING 2585 SF
IL
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 390 SF
BALCONY 1 82 SF
BALCONY 2 200 SF
BONUS STORAGE 699 SF
COVERED ENTRY 68 SF
GARAGE 1877 SF
OUTDOOR LIVING 356 SF
7520 SF
!al
200 SERIES KEYNOTES
200 - MIRROR
201 - BUILT-IN CABINETRY
202-OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
204 - TEMPERED GLASS SHOWER ENCLOSURE
205 - CURB FOR SHOWER
206 - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208 - ..
209 - ADJACENT WALLS TO HAVE MIN R-11 INSUL
& MIN 1/2" GYP BD ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPE'X' GYP BD FOR GARAGE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COL/POST
213 - 42" HIGH CMU WALL
214 - 8' x16" ENGINEERED SMART FLOOD VENT
I F
215 - MI R-2 SP Y APPLI D OPEN CELL D
FOAM INSULATION AT GARAGE CEILING 1
216 - 16"l WALL LOUVER FOR FLOOD VENTING
THRU INTERIOR SPACES BOT OF VENT @ 8"
F.
REVISIONS -
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9st Bldg Comments
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GS 8.6.2018
GS 3.1.2019
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Job NG.1802011
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F°L--0011105 FfRWAA00.33.379
A201
2ND
FLOOR DOOR
SCHEDULE
SIZE
MARK
TYPE NOTES
WD
HGT
201
8'-0"
SLID
8'-0
202
8'-0"
8-0
SLD GLASS_ --
203
2'-6
8'-0"
INT SWING SC
204
__
2'-6"
8'-0"
INT SWING SC
205
2'-8"
8'-0"
'INT SWING Sc --
266
2'-8"
8'-0"__
INT SWING SC) --
207
-
__
2'-8"
8'-0
INT SWING Sc
208
2-8"
8'-0"
1 INT SWING SC) --
209
2'-6"
8'-0"
INT SWING SC --
210
2 -6"
8'-0"
INT SWING SC --
211
2 -8"
8'-0"
INT SWING (SC) --
212
-
2 -6"
8'-0"
Pocket Door --
213
2'-6"
8'-0"
INT SWING (SC)--
2ND
FLOOR WINDOW
SCHEDULE
SIZE
HEAD HT
MARK
TYPE
NOTES
WD
HGT
ELEV
201
2'-8'
5'-O"
CSMNT
0 EGRESS, FIXED GLASS BELOW
202
2'-8"
5 0°_
8 -O w FIXED GLASS BELOW
203
2'-8"
5'-0"
-_FIXED
CSMNT
8'-0 EGRESS FIXED GLASS BELOW
204
3'-0"
8 -0
FIXED
8`-0 --
205
3'-0"
8 -0
FIXED
8 -0" --
206
3'-0"
_
8 0
_
FIXED--
207
2'-0"
4 -6
FIXED8`-0
--
208
5' 0"
5 -0
_
CSMNT DBL
EGRESS
209
2'-0"
5'-0"
CSMNT
_8
8`--0" --
210
4' 0"
5' 0"
RED
8 -0 --
211
2'-0"
5-0"
CSMNT-
M
2' 0"
3' 0"
FIXED
8'-0�
213
3' 0"
3'-O"
HOR SLIDE
8'-0
_
214
3'-0"
3'-0"
HOR SLIDE
--
if A
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10' Clg
14' x 12'-8"
4'-0" I - 1-- _'-4� T-10" 4'-4"
I I I I
b B b 110 Ii1 . 113 114 115
A8�1
STAIR RAIL
BELOW
10'-10" -
MECH
10' g
AHU 3
'-6" I. =_ T-1
_N—
43'-4"
9
rn
BALCONY
GUARD
F
WIC =
208
SITTING
10' clg bj
211
214
BEDROOM 3
10' Clg
13'-4" x 13'-8"
LOFT
10' Clg
13'-8" x 10'-6"
205
o
toy v BATH 2
. 6-2" 10' ag
9'-10"
BEDROOM 2
10' Clg
18'-8" x 13'
T-O"
I
N
I
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I
212 ---
213
M
M
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200 SERIES KEYNOTES
200 - MIRROR
201 - BUILT-IN CABINETRY
202 - OPEN SHELVES
203 - CUSTOM CLOSET INTERIOR
204 - TEMPERED GLASS SHOWER ENCLOSURE
205 - CURB FOR SHOWER
206 - TROUGH FOR POOL INFINITY EDGE
207 - DRAPERY POCKET
208 - ..
209 - ADJACENT WALLS TO HAVE MIN R-11 INSUL
& MIN 1/2" GYP BD ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPE'X' GYP BD FOR GARAGE
CLG BELOW HABITABLE ROOMS
211 - T.S. COLUMN IN WALL
212 - T.S. COLUMN IN DECORATIVE COUPOST
213 - 42" HIGH CMU WALL
214 - 8"x16" ENGINEERED SMART FLOOD VENT
F V
2 5- IN -20SP Y PP IED OF N ELLED
FOAM INSULATION AT GARAGE CEILING 1 ,
FLOOR PLAN
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THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE
SEE STRUCTURAL PLANS FOR FINAL DESIGN
INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL),
STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES,
TRUSS STRAPPPING, WIND PRESSURES, ETC.
1 st FLOOR FRAMING PLAN
SCALE: 3116" = V-0"
REVOONS BY DATE
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9' CLG
L_
BEAM
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9' CLG
NOTE:
THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE
SEE STRUCTURAL PLANS FOR FINAL DESIGN
INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL),
STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES,
TRUSS STRAPPPING, WIND PRESSURES, ETC.
UPPER ROOF PLAN
SCALE: 3/16" _: 1,-0,,
NOTE:
THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE
SEE STRUCTURAL PLANS FOR FINAL DESIGN
INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL),
STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES,
TRUSS STRAPPPING, WIND PRESSURES, ETC.
2nd FLOOR FRAMING
& LOWER ROOF PLAN
SCALE: 3/16" = V-0"
00
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REVISIONS BY I DATE
1130 GS 4.17.2018
ENG REV'S GS 8.6.2018
Job No. 1802011
�I�►v11 � 2oi8
FL-0011105 I
A21 1
TOP OF BEAM
@ +23'-0" A.F.F.
C!I�JI
2ND FLOOR
@ +13'-W A.F.F.
TOP OF BEAM
@ +11'-4" A.F,F.
1ST FLOOR ELEV 0'-0"
NAVD 24.0
4_BELOW ELEVATED DECK
NAVD 12.5
LM
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,214112 300
AM
LL-
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EAST ELEVATION (rear)
SCALE: 1 /4" = T-0"
TOP OF BEAM
@ +23'-0" A.F.F.
2ND FLOOR
@ +13'-0" A.F.F.
TOP OF BEAM Jill
@ +11'-4" A.F.F.
1ST FLOOR ELEV
NAVD 24.0
GARAGE (ci? -14'-10"
NAVD 9.17
300 SERIES KEYNOTES
300 - STANDING SEAM METAL ROOF (MILL FINISH)
301 - SMOOTH STUCCO FINISH (TYP.)
302 - RAISED SMOOTH STUCCO BAND/SILL
303 - CORAL STONE WALL CLADDING
304 - PORCELAIN TILE
305 - ALUMINUM RAIL (TO REJECT 4" SPHERE)
306 - IMPACT WINDOWS/DOORS (ALUMINUM)
307 - EDEN COAST GARAGE DOOR
STAINED, LOUVERED
308 - WALL MOUNTED LIGHT FIXTURE
309. KNIFED POOL EDGE w/ GLASS PANEL
310. DECORATIVE OUTRIGGER w/ SMOOTH
STUCCO FINISH
311 - INFINITY EDGE POOL & TROUGH
REVISIONS BY DATE
4f— A' {BO GS 4.17.201
O Q. ENG REV'S GS 8.6.201
N Q 1st Bldg Comments i GS 2.7.201
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@ +23'-0" A.F.F.
TO
2ND FLOOR
@ +13'-0" A.F.F.
TOP OF BEAM
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1 ST FLOOR ELEV 0'-0"
NAVD 24.0
300 SERIES KEYNOTES
300 - STANDING SEAM METAL ROOF (MILL FINISH)
301 - SMOOTH STUCCO FINISH (TYP.)
302 - RAISED SMOOTH STUCCO BAND/SILL
303 - CORAL STONE WALL CLADDING
304 - PORCELAIN TILE
305 - ALUMINUM RAIL (TO REJECT 4" SPHERE)
306 - IMPACT WINDOWS/DOORS (ALUMINUM)
307 - EDEN COAST GARAGE DOOR
STAINED, LOUVERED
308 - WALL MOUNTED LIGHT FIXTURE
309 - KNIFED POOL EDGE w/ GLASS PANEL
310 - DECORATIVE OUTRIGGER w/ SMOOTH
STUCCO FINISH
311 - INFINITY EDGE POOL & TROUGH
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RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN
THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND
WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR
PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE
RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE
EXTERIOR FACE OF THE WALL
RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD
TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB
AND THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR
PERIMETER SEALANT,
1" BEYOND SLIDING GLASS DOOR
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FLOOR TRUSSES
((2) 16d each truss)
No. 6 x 1" GALV SCREWS -
@ 32" O/C TO TOP RUNNER
No. 5 x 1" GALV SCREWS
@ 32" O/C TO BOT PLATE
3/4" = 1'- "
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GRASPABLE TOP RAIL PE
N.F.P.A. 101 5-2.2.4.5 (C)
R 311.5.6 HANDRA LS SHALL BE PROVIDED
ON AT LEAST 1 SillE OF EACH STAIRS &
SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT
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NON-SKID FLOORING ON
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3%"
METAL RUNNER
(NO PHOSPHATE BASED MORTAR)
FOR FIRE RATED & ADJACENT WALLS:TRA
CKS (25 ga) TOP & BOT
TOP & BOT RUNNERS TO BE FASTENED TO
TRAFFIC COATING
CEILING & FLOOR @ MAX 24" O/C w/ 5/8
EMBED NAILS OR SELF TAPPING SHEET
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(25 ga) @ 16" O/C
NORMAL
MATERIALS
DESIGN FLOOD
ELEVATION (DFE)
SEE PLANS
FLOOD PROOF MATERIALS
(CLASS 4 OR 5 PER FEMA
TECHNICAL BULLETIN #2)
THIS DESIGN ALLOWS THE METAL FRAMED WALL
TO BREAKAWAY FROM THE PERMANENT TOP &
BOT 2x4 RUNNERS WITHIN THE 10-20 PSF LOADIN(
RANGE WITHOUT HARM TO THE ELEVATED PORTI
OF THE BUILDING OR SUPPORTING FOUNDATION
INTERIOR NON -BEARING _
D3 BREAKAWAY WALL CONSTRUCTION 1 1/2„ — 1 -0„
STANDING SEAM METAL ROOF
(.032 ALUM 5V CRIMP)
OVER VERSASHIELD ON
PEEL & STICK MEMBRANE OVER
30# FELT TIN TAGGED TO APA 40/20
19/32" EXPOSURE 1 PLYWOOD
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
n TOP OF BEAM
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TRUSS END DETAILS
TOP OF BEAM & 1ST FLOOR
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(SEE STRUCTURAL PLANS)
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(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
GARAGE/LOBBY 0.
v ELEV-14'-10"/-1 T-0"
GRADE VARIES
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
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GENERAL NOTE SPECIFICATIONS:
SEE PLANS
-ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
NTS
01
INTERIOR FRAME WALL (NON BEARING)
1 1/2" = 1'-011
D1
TYPICAL 2-STORY WALL SECTION
v METAL FRAMING @ 5UFFI I b
P.T. 1x3 FIRESTOP CONT.
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STAPLED TO P.T. 1x2 FURRING @ 24" O/C
P.T. 1x4 CONT,
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FOR PILING, GRADE BEAMS,
I , ' < I' FOUNDATION DETAILS
1 4.1
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INTERIOR WALL & CEILING FINISH NOTES:
1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2017
R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX,
2. FLAME SPREAD INDEX NOT TO EXCEED 200.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
INSULATION NOTES:
1. ALL INSULATION TO COMPLY w/ FBC 2017 R302.10 FOR
FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 25.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
STANDING SEAM METAL ROOF
(.032 ALUM 5V CRIMP)
OVER VERSASHIELD ON
PEEL & STICK MEMBRANE OVER
30# FELT TIN TAGGED TO APA 40120
19/32" EXPOSURE 1 PLYWOOD
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
isLOPBEAM BEAM
@ +2F3'-0" A.F.F.
F1 SEESHEETA802FOR—
A802 TRUSS END DETAILS
n TOP OF BEAM & 2ND FLOOR
@ +13'-0" A.F.F.
8"x16" BOND BEAM
(SEE STRUCTURAL PLANS)
n TOP OF BEAM & 1 ST FLOOR
ELEV 0'-0"
8"x16" BOND BEAM
(SEE STRUCTURAL PLANS)
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
GARAGE/LOBBY @
v ELEV-14'-10"/-11'-0"
GRADE VARIES
GENERAL NOTE SPECIFICATIONS:
-ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX'X' WITHOUT A COATING
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