HomeMy WebLinkAboutCONSTRUCTION SET - PAGE 14-28refer to f RANG15ILP, WALL DETAILS
FINISH (§heet 5-10) for masonry
GRADE wnetruction specifications
4" thick 3000r5l CONCRETE
SLAB � FIDEPMESH REINf. -
AW CUT into
IF RANGELE - 5
APPLY WATERPROOFING TO 5'x5' max. SECTIONS - refer
to plans for cut locations
MA50NPY WALLA MINIMUM 12"
A13OVE ADJACENT FINISH GRADE
NOT REQUIRED WHERE FLOOR #5 LAP STEEL
ELEVATION 15 G"OR MORE G" MAX. EMBEDMENT
A50VE 'INISH GRADE
Gmil VISQUffEN VAPOR BARRIER
4. over TEPM11 'E I IRE ATED COMPACTED
f ILL (05% max. density)
J
-T(ON) 18"deerx 12"
(2) #5'5 (3" MIN. PROTEC 3000lp5i CONCRETE
DISCONTINUE STEEL MIN. 3"
MONOLITHIC FOOTEP
TRANSITION CAP - refer to TYPICAL,
@ PILE CAP detail sheet 5-3 (5imlia_r) ;,�-r 1 2P., e
TPAN51TION CAP
(2) #5'5 SHALL BE CONTINUOUS (beyond)
AT ALL SHEAPWALL FOOTINGS -
refer to plans for locations
AUGER CAST
PH F (beyond)
FOUNDATION SIECTION CF
5CALE: 3/4" = I'-011
-7
refer to TYPICAL WALL SECTION
refer to TYPICAL WALL SECTION
(sheet 5 -8) for ma5orry
(sheet 5-5) for masonry
construction 5FCCIfIcation5
corl5truGtion 5PdClf1Catl0n5
4" thick 3000p5i CONCRETE
4" thick 3000p5i CONCRETE
5LA5 - FI5ERME5H REINF. -
STANDARD STANDARD
SLAB - FIBERME511 PEINIF. -
f`:RANGI5I F - SAW CUT into
HOOK t1OOK
PANG115LE - SAW CUT into
5'x5' max. SECTIONS - refer
'x5' max. SECTIONS - refer to
to plans for cut locations
Ian5 for cut locations
7" STRUCTURAL SLAB
d4
7
eamt"
(elevator pit base) - #4,5
ul, 1�,
>
4
12" O.C.E.W.
ill V15QUEEN
OR BARRIER
%
4
1 &x24" deep ELEVATOR
)vcr TERMITE
FOUNDATION
TREATED
ShAl'i'T w/
(3) #5's CONT. (top
IPACTED ff ILL
bottom) * #2 TIES @ I G"
max. density)
O.C. -TYPICAL @
TYPICAL AUGER CAST PILE
ELEVATOR PERIMETER
REff ER TO DETAILS (beyond)
2" MIN COVERAGE
typ. for all 51ab steel
5" THICKENED EDGE
EXPANSION JOINT
wl (1) #5 cont.
per cc ntractor
5LA5
4" franqlble
@ -I 1 1-0" B. f. F.
"VAPOR BARRIER'
SHALL BE
LU
termite treat�c 6mil VISQUEEN
equivalent),
TYPICAL &'CMU
"FRANGIBLE..
rompactej ji-anular fill
f UNLESS NOTED OTHERWISE.
0
7� MASONRY
CONSTRUCTION
C2
>
4" thick 3OOOp5i CONCRETE 5LZ�\
#5 LAP STEEL FIBEPMESH REINF. ANGIBLE
FIR
G11 MAX. SAW CUT into 5'x5' max. SECTIONS
EMBEDMENT - refer to plans for cut locations
him. ... ... ... TYPICAL FOR ALL FRANGIBLE SLABS
FINISH
411
GRADE
I
77
18"deer x 12"
C\j
3000p5i CONCRETE
MONOLITHIC !`�OOTEF
(2) #5'5 (3" MIN. PROTECTION)
DISCONTINUE STEEL MIN 31, FROM
TRANSITION CAP - refer to T,
@ PILE CAP detail sheet
TRANSITION CAP
(2) #55 SHALL BE CONTINUOUS
(beyond)
AT ALL 5HEAPWALL FOOTINGS -
refer to plans for cCatl0l`15
AUGER CAST
PILE (Ibeyond)
F2
FOUNDATION 5ECTION 1--.1
5CALE: 3/4" = 1'-0"
5" THICKENED EDGE
EXPANSION JOINT
wl (1) #5 cont.
per contractor
4" fran
@ -I
77/7 7; ;7
,,
77
rT term e trea
X
t ranular" ill
Cj
klv�ik 4RWALL
MA50
refer to TYPICAL WALL SECTION
(sheet 5- 10) for masonry
STANDARD
construction specifications
HOOK
ll� 4" thick 300OP51 CONCRETE SLAB -
FIDERME511 REINF. - ` RANGIOLE -
22" x 24" deep FOOTING wl
(3) #55 CONT. (top $ bottom) SAW CUT into 5'x5' max. 5ECTION5
refer to plans for cut locations
#3 STIRRUPS @ I G" O.C. - C\l
TYPICAL FOR ALL FRANGIBLE 5LA135
TYPICAL at ALL SHEAR WALLS
4 ELEVATOR WALLS
41---3" MIN PILE
EMBEDMENT
TYPICAL AUGER CAST PILE
/1—IREfERTODETAII-5
1 1110, 3
511EAR WALL FOOTING @ INTERIOR
5CALE: 3/4" = I'-011
THESE PLANS
ARE
NOT FOR CONSTRUCTION UNLESS
STAMPED
"Construction
Set",
DATED, SIGNED AND SEALED BY
THE ENGINEER.
ELEVATOR PIT DETAIL
5CALE: 3/4" = 1'-0"
F4
refer to I`RANGIBLP WALL DETAILS
(sheet 5- 10) for masonry
construction specifications
FPANG115LE 5" CMU
MA-50NPY CON5TPUCTION_,�.... 4" thick 3001IF51 CONCRETE
SLAB - FIBERME51-1 RfINIF. -
FRANGIBLE - SAW CUT into
7
5'x5'max. SECTIONS - refer
to plans for cut locations
STEP
ICK 3000psi refer to 05 LAP STEEL
REINFORCED plans G1, MAX. EMBEDMENT
ICIRET I 5LA5
(francjili
I 5"deep x 12"
:ONCRETf
MON&ITHIC FOOTFIR,
(2) #5'5 CONT. Smil V15OUEEN VAPOR BARRIER
over TERMITE TREATED COMPACTED
3" MIN. PROTECTION - FILL (98% max. density)
DISCONTINUE STEEL MIN. 3"
FROM TPAN-91TION CAP - refer 12" TRAN51TION CAP
to TYPICAL PILE @ PILE CAP (beyond)
detail sheet 5-3 (51milar) AUGER, CAST
FILE (beyond)
FOUNDATION 5ECTION F5
5CALE: 314" = I'-01'
4" thick 301 CONCRETE
5LA15 - '15EIRMESH REINF. CONCRETE COLUMN
FRANGIBLE - SAW CUT into or MA50NPY WALL
5'x5' max. SECTIONS - refer (beyond)
to plans for cut locations
I zl� IY211 PFCIF55
�VE'R D F I V E
7�" 77
Gmil V15QUEE:�r,�VAf�',60KEB)'AkRgilr;k
over TERMITE TPEArt6'p6",- Eb'
IF ILL (95010 max.' 6 C'nsi ty)
I 8"cleep x 12"' (2) #65 CONT.
3" MIN. PROTECTION
300OP51 CONCRETE Iz
MONOLITHIC fOOTFR. DISCONTINUE STEEL MIN, 3"
FROM TPAN51TION CAP - refer
TRAN51TION CAP i to TYPICAL PILE @ PILE CAP
(beyond) detail sheet 5-3 1
AUGER CAST
PILE (Ii
FOUNDATION 5ECTION
5CALE: 3/4" = I'-011
CONTRI4CTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
"VAPOR BARRIER" SHALL BE
6mil VISQUEEN (or equivalent)
UNLESS NOTED OTHERWISE.
��,0000�
1-1
Le
CONSTRUCTION SET
APPLY WATERPROOFING TO
MASONRY WALLA MINIMUM 12"
AE30VE ADJACENT FIN1511 GRADE
V NOT REQUIRED WHERE FLOOR
ELEVATION 15 G" OR MOPE
A13OVE FINISH GRADE
4" thick 3000p5i CONCRETE
5LA15 - FIEEIRME511 PEINF.
FRANGIBLE - SAW CUT into
5'x5' max. SECTIONS - refer
r
to plans for cut locations
'
'r fill
clean r 'ar fill N
7n
221, x 24" deep FOOTING wl (3) #5's
0. . A
CONT. (top * bottom) il� #3 STIRRUPS
i
@ I G" O,C, - TYPICAL at ALL SHEAR
r S
WALLS * ELEVATOR, WALLS
22" -
31, MIN. PILE
EMBEDMENT
5IJEAR WALL FOOTING
5CALE: 3/4" = I'-011
FIN15H GRADE
+
refer to TYPICAL WALL SECTION
I (sheet 5- 10) for Ma5011rY
con5trurtion Specifications
- SIAN DARD
11100r,
TYPICAL AUGER CA5T PILE
REFER TO DETAI L5
1__XTffKIOP\1' CF7)
EXPAN51ON JOINT
per contractor
A "" TH ICKENIF D EDGE
wl (1) #5 cont.
4" fran
VA, C)
MA50NPY 5HEARWAUL
refer to TYPICAL WALL SECTION
clean termite, treated
(sheet 5- 10) fol
con5truction specifications
-.5,, compacted �rarvular,filt
22" x 24" deep FOOTING wl
STANDARD
(3) #5'5 CONT. (top t bottom)
HOOK
t #3 STIRRUPS @ I G` O�C. -
TYPICAL at ALL Si WALLS
)j
& P1 F"ATnP IA/A I L5—\
4' thick 3000psi CONCRETE SLAB -
EXPANSION JOINT 1`115EPME511 REINF. - FRANGIBLE
per contractor SAW CUT i1to 5'x5 max. SECTIONS
refer to plans for cut locations
TYPICAL FOR ALL FRANGIBLE SLA55
4" fran6nible SLABLI 7 1
@ - 14'-
clean terrmte treated ___�3` MIN. PILE
rompactec� �ranular fill 22" EM5EDMENT
TYPICAL AUGER CAST PILE
REFER TO DET A! LS
5MEAR WALL FOOTING @ TKAN51TION_
5CALE: 3/4" = I'-O'l
k.w - I I -W I I
t
ORBARRI
clean termite
treated 6jranular fill
APPLY WATERPROOFING
TO MA50NPY WALL
PFIOR. TO DACKFILLING :S
5" THICKf NED EDGE
w/ (1) #5 ront,
MA50NRY KNEE WALL
(RETAINING WALL) wl (1)
0
#5 vert. IN GROUT
-1
flLl ED CELL @ 32" o.c.
M
#5 LAP STEEL
G" MAX. EMBEDMENT
I� SLAB
10 5. r. 1-.
grmir NIAPOIR BARRIER
ovee TERMItE TREATED COMPACTED
f 1 LL (980/b max. deri5ity)
I 6"ideep x 12"
(2) #5'5 (3" MIN. PROTECTION)
DISCONTINUE STEEL MIN. 3" FROM 3000p5i CONCRETE
- refer to TYPICAL PILE MONOUTI-11C ` OOTff R
TRAN51TION CAP
@ PILE CAP detail sheet 5-3 (similar) 12" TRANSITION CAP
(2) #5'5 SHALL BE CONTINUOUS (beyond)
AT ALL 5hEAPWALL FOOTINGS -
refer to plans for locations AUGER CAST
PILE (beyond)
FOUNDATION SIECTION Is
5CALE: 3/4" = P-011
C4
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4.4
M C
C.4 4-J
PROjECT NO.
18-022
SHEET
S-9
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND 12" PILASTER BLOCK COLUMN w/ (4)
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. #5 VERT. IN EA. CELL. LAPPED @
FOOTING AND EXTENDED INTO TIE
BEAM. f ILL wl 3000 P51 CONCRETE.
(REFER TO FLAN5 POP SFECFIC
LOCATIONS)
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
DOUBLE FILLED CELL MASONRY
"Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
COLUMN w/ (1) #5 VERT. IN EA.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL CELL. LAPPED @ FOOTING AND
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS. El EXTENDED INTO TIE/BOND BEAM.
L FILL wl 3000 P51 CONCRETE.
(PEFEP TO PLANS FOR 5PECIPIC
LOCATIONS)
TERIO FACE OF WALL
,,--EX
STUCCO RETURN
2XIS P.T. AT HEIGHT OF DOOR El E
SET 112' INTO OPENING
112' X 6' EXP. ANCHOR WITH
MINIMUM 2'0 X 1/8' WASHERS
GARAGE DOOR HARDWARE
AT 12'O.C. AND 6ff AT ENDS
TRACK BRACKETS TO PT BUCK
7' HIGH DOOR: 5-3/8' X 1-7/8' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
8' HIGH DOOR: 6-3/8' X 1-7/e' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
ED BY TME
WEATMER-FROCIfING, A5 REQUIR
I`BC, TYPICAL AT ALL CIPENING5 -KEI`ffRT0
AKCHITECI-IUKAL PLAN5 I`CR DETAIL5
WINDOW
FRAME
M,_
14" X 3'1 1. �. :�
TAPCON
GLA55
2x P.T.
BUICK
JAMB DETAIL
11 NTE�L
WINDOW
2x P.T.
FRAME
13UCK
Y4" x 3"
GLA55 TAPCON
HEADER DETAIL
BUCK/FRAME ATTACHMENT
2x (MAX.) P.T. WINDOW BUCK
FASTEN TO C.E.S. 4"x2 Z4"M IN,
wlV
TAPCONS G" MAX. FROM ENDS AND
12" O/C MAX. (TYP. THREE 51DE5)
Ix (MIN.) P.T. WINDOW BUCK
FASTEN TO C. E. 5. w� �Yj GN2114" M I N.
TAPCONS G" MAX. FROM ENDS AND
12" O/C MAX. (TYF. THREE SIDES)
OPTIONAL FASTENING (WINDOW & DOOR)
OPTIONAL FASTffNING; X4"x3"MIN.
TAPCONS THRU ff PAME, BUCK* INTO
C.5.5. (112" MIN, EMBEDMENT).
TAPCONS RECT) AT EACH SCREW
LOCATION PROVIDED
BYMANUFACTURER
"DETAILS A13OVE DEPICT THIS OPTION"
REFER TO ARCHITECTURAL PLANS FOR
FURTHER DETAILS
BUCK ATTACI-IMENT DETAIL5
SCALE: not to 5CaIP_
FIRE ENGINEERED
WOOD TRUSS
5 NAILS (Of REO-D)
MUST BE INSTALLED
INTO TPU55 SEAT
X11
C0NCR.ffE
BLOCK BEAM
4" MIN
, 'M`3ED
51MP50N HETA20
CONNECTOK DETAIL5
5CALE: NOT TO 5CALE
FILLED CELL MASONRY COLUMN wl
(1) #5 VERT. IN CELL. LAPPED @
FOOTING AND EXTENDED INTO
TIE/B0ND BEAM. FILL wl 3000 PSI
_NCRETE. (REFER TO PLANS FOP
SPECIFIC LOCATIONS)
121' FILLED CELL MASONRY COLUMN
wl (2) #5 VERT. EXTENDED CELL.
LAPPED @ FOOTING AND EXTENDED
INTO TIE/501,11) BEAM. FILL wl 3000
P51 CONCRETE. (REP ER TO PLAINS
FOR SPECIFIC LOCATIONS)
COLUMN DETAIL
5CALE: 3/4" = I'-011
ffILLED CEI15 5HALL BE LOCATED NO fUPTHERAFART
THAN 48" O.C., UNLE55 5PECffICALLY DIMEN51ONED
LAP
#5 VERT.[IN
CELL COLQMN
......
�S T
�E
&
A 'A
'R-RA
M OF 24"
NOTE: POUR SOLID 8" DEEP
(MIN) 9) EACH WINDOW SILL
PRECAST CAST-CRqTE SILLS
MAY BE USED iT4 LTEUI UP
POURED 1511-1-
EXISTING LAP VERT.
STANDARD
MIN M
3 R DIAMMET7RS
TE LINTEL or CONCRI
4" MIN
�_OPEN FOR
WINDOW
CONCRETE TIE BEAM
Ln
9
1 �
L
0
CONC. Dl_�AIVI vv�
STIfft Kif
I N OKCEMENT
.
..... ...... .....
A,
_--------, -----4
1
TY . G` max.�
1 i 8" qM.U.
q .1
embejment
ON Y
MAI R
VVA L
I
z
........... . .. ...
. ....... I . ... ..
I 111AIDDEF,
Ty
. .. .. ... . .. ... ...
... .. ... .. ... ... .
HOFIZONTALI
I PEIN11 R If
E )i
0 I
#5 IN FILLED CE L L
.. .. .. .. . ..
OLUMN @ 48" O.C.
AT OFENING5
0
U N I LLED PRECA5T
COLUMN5
I
11111
j,
cb� T� L'iNT
... ... ... ... . ... . ... .. . .........
.. .. ..... .
VENT
116,
per AKCH [Tf& ... ... ... .. f
E
I
TYP. G" rn a
.. .. ... ... .. .. ..
I
i
embearner
. .. .. .. .. . ...
FRANGIBLE FOOTING
1�;
—dl5COntinue, 5tocl @
TRANSITIC iN CAP —
CaF5
I G" AUGER PIL
,
f RANG113LE WALL DETAI L
5CALE: not t05GaIP_
CONSTRUCTION SET
I TO ARCHITECTURAL DRAWINGb ' ii:;I�
ROOFING, UNDFP�LAYMENT * PLYWOOD
5FECIfICATION5. SHrATHING5HALLEE
zol A17ACIIED TO ROOF TPU55E5 W/ 8d KING
SHANK NAL5 @ G"o�c. EDCE FIELD,
Vi,
d!
typcz�� eIll �,55e
unle55 noted otherwi5e
REFER tO ARCHITECTUPAL
PLANS f�R fA5(-,IA, SOFFIT
RIF' EDGE DETAILS
ALL ENCLOSED SPACES BELOW THE BASE FLOOD
ELEVATION SHALL BE PROPERLY VENTED IN
ACCORDANCE WITH FBC REGULATIONS - USE
CAST-CRETE BUB PRECAST CONCRETE LINTELS (or
equivalent) ABOVE ALL REQUIRED FLOOD VENTS IN
MASONRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
CONCRETE TIE BEAM
ADD[
TIONAL (1) #5
(1) 24"x24"x#5_
@ 12" O.0
\M CORNER each side-. A" RS�
f
I N LAP CORNIE B:A:
4 Y Ij
.. ... ... .. . .. .. ... wl (1) #5
1
0" max.
#5 VERT�. IN FILLYP.q
LU (t )
CELL COLUMN (typ.) VINDOW OP I ENING
DEMONSTRATED -
EDOOR OPENING IS
MASONRY ROUGH SIMILAR (no sill, etc.)
OPENING - REFER TO
ARCHITECTURALS
FORM -POUR 8"x8" in.)
CONCRETE CONCRETE SILL w/ (1) #5
BLOCK WALL or AL C.M.U.
PRECAST CAST-CRETE MASONRY WALL
TYPI
I T
LM AE
S LL (or e
_T_
LAP VERT. STEEL &
& 4
4" MIN STANDARD HOOK At\
MINIMUM OF 48 BAR e-? 4" MIN
__L_T DIAMETERS (30"min.)
TY1`1 CAL WINDOW
OPENING DETAIL
5CALE: NOT TO 5CLAE
CONDITION #I: STRAP IS 0' TO 3/8' AWAY FROM
EDGE OF TRUSS.
REPAIR: NO REPAIR NECESSARY.
CONDITION #2: STRAP IS 3/8' TO 1-1/2' AWAY
FROM EDGE OF TRUSS. REPAIR: PLACE MAXIMUM 2x4
BLOCK BETWEEN TRUSS AND STRAP. BEND PER
DETAIL AND NAIL 7-10d.
CONDITION #3: STRAP IS MORE THAN 1-1/2' AWAY
FROM EDGE OF TRUSS. REPAIR: PER DETAIL SHOWN
USING USP RT18112 ANCHORED TO WALL WITH (3)
1/4'x2-1/4' (MIN.) TAP -CONS AND NAILED TO
TRUSS WITH 7-10d. MAXIMUM 1200 LBS. UPLIFT.
APPLIES TO MULTIPLES AND CONSECUTIVE TRUSSES,
AND MAY BE USED ON EITHER SIDE OF WALL.
NOTE: U5P-PT 181 12 MAY BE 5U55TITUTED
WITH 5IMPSON MT5M I G AT ANY LOCATION
(3) 1/4' X 2-1/4' TAPCONS SPACED
ENLY AT LEAST 2' FROM TOP
5TRAF M15ALIGNMENT REPAIR
5CALE: not to 5COIC
5CLAE
#5 BAR
(TYP.)
#5 CORNER 5AR wl
24" LEG
11 COLUMN PIELOW
I fl —
L
t - - - - - - - - - -
—1
17Y — — — — — — — — — —
45 DEG. MITER CUT
@ FRECA5T LINTEL
CORNER
PRECA5T LINTEL
COKNER DETAIL
5CALE: "14" = I'-011
KEfER TO AKCHITE'TURAL
PLAN5 f OF, IN FEPIOR, i;
EXTEPIOR WALL FINISHES
<
8"x24" CONCRETE TIE DEAM--/
w/ (2) #5'5 TOP * D0170M
and #3 5TIPRUP5 @ 12" 0 C
TOP @ +0'-0" Fi i5h =1
Oar
PEI`ER, TO ARCHTE-CTURAL-v
FLAN5 FOR NTFRIC>1
EXTERICR WALL FINI51-11`5
U
-1
5"x28" (32LCOUR5E) E30ND
BEAM wl (1) #5 cont. TOP
* BOTTOM - PRECAST
LINTEL AT OPENINGS
refer to 56ieeule it detaiI5
TYPICAL 8" C.M.U. MASONRY WALL wl
-R TYPE 10R
9,ja. LADDE WONTAL
R1FNffOPCIfI\/IfNT AF EVERY OTHER
COURSE (I G' C.C.) t #5 vert. IN FILLED
CtLL COLUI,,/N AS INDICATED ON PI-AN5
'—fILLED CELL COLUMNS SHALL BE
LOCATED MAX, 4'-0" C.C.
a) EACH SIDE OF ANY OPENING
V) 2
b) AT ALL CORNERS 0 a.
c) AT ALL WALL ELEVATION CHANGES
cl) AS INDICATED ON PLAN
z
1k
#5x5C" Pff5AR AP30" w/
/,--f`ILI_ffD CELL COLUMN STEEL
/0\
Noopfti%Nll Lxxx��. MA
W&*
GYP-cRETE OVER 3/4,, T�G PLYWOOD 5UBFLOCMRk1%4
ATTACH wl #5 x 1 3/4" WOOD SCREWS (min.)
G" c.c. EDGE $ 12" o.c. FIELID - REFER TO
ARCH[TECTURAL5 FOP, FURTHER SPECIFICATIONS
TYPICAL fOP, ALL 5LJEfLOCRING ATTACHMENT
<0 .4
�2:x F.T,I ',kQqT 00/
I
l PIPE ffNGIN[-FPfi[? FLOOR 0
�1 H
TRU55ff5 @ O.C.
86 44
TYPICAL MA50NFYCOIN5TFUCT[ON
(a5 ce5rribed above - tvpi�l it
5HEARWALL.-D) - ANY M�50NRY
CCN.5TKUCH0N 5ELOWTI11f _H5M
NOT A55OCIAT�D WITH A
5HEARWALL SHALL BE FRANGIBLE, AS
DF
_,7 AILED BELOW
z
ALLOWED 1115M
I G.50'NAVD m
U
7
lotby fmj5h floor
LAF VERTICAL STEEL
/-A MINIMUM Of 45 C:1
BAR DIAMETERS
4" thick 3OOOp5i CONCRETE SLAB - cm
5AW CUT into 5'x5' max. SECTIONS
`15EPMESH FfINf. - FRANGIBLE
01—
< refer to plan5 for out location5
0
V -
STANDARD )a' —
HOOK
I G" AUGER CAST PILE
24"5cl. TRANSITION CAP
refer to rlar,5 4 jetailb
TYPICAL WALL 5ECTIO
5CALE: 1/2" P-011
4" tmck 3OOOp5i CONCRETE
SLAB - FIDEPME511 REINF�
f PANG15LE - SAW CUT trito
5'x5max. SECTIONS - refer
to Flan5 for cut ocaticin5
4" STEP
�prrnit(-� t rer)tpcj filla
TYFICAL 5LA5
5CALE: 3/4" = P-0"
Smil VISQUEEN (or equivalent)
VAPOR BARRIER & TERMITE
TREATMENT REQUIRED UNDER ALL
INTERIOR SLABS & FOUNDATIONS
N
5-10
01
5`x8l' THICKENED EDGE
#FRANGIBLE*
TKANSITION
0
0
PROJE
18
k
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.
H
(D
ROOFING
N
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
COMPONENTS & CLADDING
EXTERIOR WALL COMPONENTS SHALL BE ATTACHED PER
MANUFACTURERS' SPECIFICATIONS TO MEET THE WIND PRESSURES
SHOWN (FIRST FLOOR ON PLAN AT RIGHT. ALL CLADDING SHALL
MEET OR EXCEED THE DESIGN PRESSURES LISTED BELOW.
WALL ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
Zone 4 _ (interior zone)
51.7 psf
56.1 psf
Zone 5 — (end zone)
51.7 psf
69.3 psf
1st/2nd FLOOR
a =
5.0'
(10% of
50'
least
horz. dimension)
3rd FLOOR a —
3.0'
(10%
of 30'
least
horz.
dimension)
COMPONENT/CLADDING CALCULATIONS BASED ON ASCE 7-10 with
170 MPH Vult, EXPOSURE D ENCLOSED, .30' MEAN HEIGHT, 5:12
PITCH, with Kd=0.85 using the ALLOWABLE STRESS DESIGN method.
CONSTRUCTION SET
FlUNG, CAP 4 COLUMN
(typical)
— — — — ---- — — —
#5 J. in GRLT FILLED CELL
. .... ......... .. .. ...... . . .. .. .. .. .. .. ... ..
. .. ... .. . . ... ... . ... ... .. . .. .. . . .. ... ... ... .. .. .. ... . .... .. ... .. .. .. .. ... .. .. ... .. .. ... .. ... ...
VAi 5 EA ILL
refer to TYPICAL L 5ff ION
.... .... .... ... .. .. .. .. .. .. .. ......... ........ ........ . . .... ..... . ...... ... .. . .... .. . .. ...
r rmn 50,
con5truction 5pe filtion
STANDAIRE)
HOOK
.. .. .. .. ... ........
�j Ap, J 4
@ -I 1 -0` S.F. F.
@ I
TOP of BEAM
@ 2-C," E.f.f.
AN DAP D T
�iT
HOOK
STANDARD
hc�ll
22" x 24" deep FOOTING W/ (3) #55
CONT. (top * bottom) * #3 5TRRUP5
@ I G" O.C. - TYPICAL at ALL SHEAR
WALLS ELEVATOR WALLS
4
22" x 24" cleep FOOTING wl (3) #5 51 1
CONT. (top * I,ottom) * #3 STIRRUPS
@ I G" O.C. - TYPICAL at ALL SHEAR TRANSITION
WALLS * ELEIVATOR WALLS STEEL (G) #5'5 01 24 -- -----------
L) 24`x3G`x24` "S'
TYPICAL 3" min. PROTECTION
FOR ALL FEINFOIRCEMENT STEEL
�Y)
TYPICAL A UGEP CAST PILE G"
PER TO DETAILS
511EAR WALL MOT
PATIO 15EAM - REFER TO
5CI-1EDULE 51-TET 5-4
TOP @ -O--G` D.f,ff.
(23.5 N.A.V.DJ]1--
FRANGIBLE MA5ONFY WALL "11111 �
5TRUCTUPAL CONCRETE---;.,,
COLUMN BEYOND
5TRUCTUPAL CONCRETE
5LAD wl #4'5 121' o.c. E.W.
TYFICAL 6"x 141' MIN. deep
CONCRETE BEAM
wl (4) #55
#3 5TIRR-F5 @ I G" o.c.
2 . 4"
0 A
ING @ Trl�-^N51TION
5CALE: 3/4" = I'-011
#5 BOTTOM 5TEEL @ 8" o.c.
/—EXTEND INTO 13EAM G" max,
/—#5 130TTOM 5TEEL @ 8` o.c.
(2) #4'5 (G` 5EFAFATION)
/—TYPICAL AT EACI-i TREAD
REFER TO ARCHITECTURAL
,#3 TIE BAR (typical)
DRAWING5 FOP, TIREAD AND
P15EP DETAII-5
TYPICAL 8"x 14" M IN.
Jeep CONCRETE BEAM
wl (4) #5'5 $
TYPICAL FILLED CELL 1"7 #3 5TIPPUP5 @ I G" o.c.
COULMN (lbeycrcl)
FINALTFEAD FOOTING
2500 P51 min. CONCRETE 2� I 2`x20` deep CONCRETE
FRANGIBLE CONTINUOU5 STEFS FOOTING wl (4) #55 * #3
FOOTING 5TIRRUP5 @ I G" o.c.
TYPICAL FILE * TPAN51TION TYPICAL 3" min.
CTION FOR ALL
CAT' BEYOND FROTE
-,,_I�LI.NfORCEMENT 5TEEL
%
IT
10 G' 2 1�-,
I Gx 12" deep PAID FOOTING #5 50TTOM STEEL @ 5" o.c
wl (3) #5'5 (each way) EXTEND INTO BEAM G" max.
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION. EXTERIOR 5TEF5 L
SCALE: 1/2" = I'-011
OWER 5ECTION
I G" 5quare x 12" Jeep FAD
ff DOTING w/ Q) #55 (each way)
8"x 12' MIN, deep CONCRETE
BEAM' (above) wl (4) #5'5 REFER
TO SECTION FOP DETAII-5
ZATO 5LA,15
(ABOVE)
5TU5 5TffP5 5TEEL INTO
BEAM G" max, - PffIFER TO—,.,
5ECTION FOP DETAIL5
13EAM ABOVE (typical) —
FILING, CAP $ COLUMN
(typical)
F(m -------- I -
PATIO BEAM - RE ffER TOI
SCHEDULE 5hEff 5-4
TOP @ -0--G' 5,F.F.
(23.5 N,A.V.D.)
ff PANG15LE MA50NKY WALL
5TRUCTURAL CONCRETE
COLUMN BEYOND
TYPICAL FILE 4 TPAN51TION
CAT' - REFER TO PLAN5 *
DETAII-5 POP 5PECIFICATION5
REFEF TO ARCHITECTURAL
DRAWINGS FOP LANDING
DITAIL5 * 5jFICIFCATION5
ISH
I I
RM I RIM
FOOTING
12"x 12" �eclp CONTINUOUS
FOCTING wl (2) #5'� cort.
TYPICAL FILLED CELL
COLUMN5 wl (l #5 vert.
------- - LO
CT -
FRANGIBLE FOOTING
I 2"x 12" deep CONTI NUOU5
FOOTING vv/ (2) #5'5 cont.
N.
-0
<
41-01,
LANDING @ -0-713.F.f,
REFER TO ARCI-I[TECTUFAL
I
1��, I ."� I I I IIINI�ILI
AND GUARDRAIL DETAIL5
AND 5PECIFICATION5
#4 BOTTOM 5TEEL @ 10' o.
/—EXTEND INTO BEAM G"max.
(2) #4'5 (G" SEPARA7 ION)
TYPICAL AT EACH TPEAD
REfER T 0 AIRCHITECTURAL
--OR
#3 TIE FDAP (typoil) DPAVVING5T TPEADAND
F15EP DETAII-5
�0 TYPICAL 6"Y 14" MIN,
-P
J�clp CON ETf BEAM
w/ (4) #55
#3 STIFRUFS @ I C" o.c.
E
FOPM-FOUR CONCRETE
COLUMN - REIFEF TO PLAN t�
5CHEDULff POP DETAILS
EXTERIOR 5TEP5 f
5CALE: 112" = I'-01'
CRETE_/
5TEF5
02
FINAL TREAD FOOTING
2"x20` deep CONCRETE
FOOTING (12" below cjrade)
RE PER TO 5ECTfDN
OUNDATION
LANDING (5TRUCTU
5LA5) - REFER TO L
SECTION FOP DETA
TYPICAL FILLED CELL---
COULMN (beyond)
TYF1Ci,L x 1 41" ,-IIN. cleelp
i�7
JNCPD E BEAM z
wl `4) #5'5 $ I ;
f BEAM (BEYOND) -
#3 �IFRLPS @ I G�- o.cl - "I
REFER TO LOWER
SECTION FOP DETAILS
TYPICAL FILLED CELL,��'"
COULMN (beyond)
TYPICAL 3" min.
FROTIECTION FOR ALL
REINFORCEMENT 5TEEL
3 0�/I G`x 12" deop PAD FO-
w/ (3) #5'5 (each way)
EXTER10K 5TEP5 UPPEF,, 5FICTION
5CALE: 112" — I'-01'
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PROJECT NO.
18-022
SHEET
S-11
GYP-MTE OVER PLYWOOD
SUBFLOOR
(2) 2�6 P T. LEDGER FOR
5TRINGERS 511CURE TO
CONCRETE BEAM / (2)
/41- TAPCON5 @ I G-1 ox,
�TRLJ5 L
—7j
ICAL LL 5 CT11 N 4
PLANS FOR DETAII-5
TREADS t Ri5ER5 per
WOOD
ARCHITECT flND�[ PER
ARCHITECT or EUHDffP
CONCRETE BEAM - REFER
REFER TO ARCHITECTURAL
PLANS FOR DETAILS
11-A
Z�
TO TYPICAL WALL SECTION
PLANS I"OR DETAILS
F
2.12 57"�NGER.9 I C," o.c� MAX.
F NISH PER ARCHITECT or BUILDER
I
REFER TO ARCHITECTURAL PLANS FOP
DETAILS - COORDINATE FIN15H HEIGHT
W/ ARCHITECTURAL DRAWING5
2,�G 01575 @ I G'ox, .. .. . ............ .... ... .... .. .. ... ... .... .. ... .... ...
MA50NRY 5dEAKWALL - PETER
TO TYPICAL WALL SECTION
FLAN5 FOP DETAll-5
R-CONCRE`Fff BEAM REFER
TO TYPICAL WALL SECTION
4 PLANS FOR DETAILS
FRANGIBLE MASONRY WALL
REP ER TO TYPICAL WALL
5ECTLON 41, PLANS FOR DETAILS
2�G J015T Wheat) -
NOTCH 5-1 RII R AS
NECE55ARY
DOUF -- 2N4 -1 OF PLATE
COORDINATE HEIGHT
ACHITECTURAL DESIGN
2a4 PARTITION
I G, FRAMING
5AL`LL8GN FRAME I
TO 5TRNi
2X4 13EARING WALL
DOUBLE STUD
I 0i o.c. FRAMING
(itearinq point)
2x4FT
IC E 11411
TAPC61
9 12 o, MAX
... .. .... ... ... ... ... . ...................... . .
4" frangible 5LAD
@ -I 1'-O�, 5.f.f
INTERIOR 5TEP5 5ECTION I
SCALE: 112" 1 1-011
TREADS RISERS per ARCHITECT IF IN15H
FIER ARCHITECT or BUILDER � REFER TO
ARCHITECTURAL PLANS FOR DETAILS
& 12 5TRINGERi @ I G" 0
fIN15H PEP ARCHITECT 131JILDEFZ
- REFER TO ARCHITECTURAL
PLANE FOR DETAILS
COORDINATE FINISH MELGHT w;
ARCHITECTURAL DRAWING5
2.G JOISTS I G-i o, MAX.
2D8 LEDGER POP,
STRINGERS 55CURETO
2xG LANDING FRAMING
GYF-CRETff OVER CONCFIT
STRUCTURAL SLAB CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
CONCRETE BEAM RE
To TYF�CAL WALL 5EC
4 PLANE FOR DETAILS
4x4 P.T P05T TO
LANDING (.boi
GYP-CRfTF OVER PLYWOOD
5U[5fLOOR
TPU55 LEDGER- RffERT0
TYPICAL WALL SECTION *
k\
I
L
FIAN5 FOR DETAILS
DOUBLE STUD COLUMN
TO LANDING (a Hoi
WOOD FLOOR, TRUSSES
15Y OTHERS
4
7-14
FINISH PER ARCHITECT or
LIDEP
CONCRETE BEAM - RERE R
RE FIER TO ARCHHrECTURAL
TO TYPICAL WALL SECTION
`LAN5fORD L5---
COORDINATE FINISH H IG T
PLAINS "OK DffTA[L5
ARCHITECTURAL DR W NG5
2; G 13AND J015T
"J,
2aG JOISTS I G'o.,. MAX
2V5 Lff DGER FOR
5TRNGEK5 - SECURE TO
BEARING WALL FRAMING
2�4 BEARING WALL
I A e, FRAMING
DOUBLE 2.4 TOP PLATE
COORDINATE HEIGHT /
ACH17ECTURAL DESIGN
2.4 P.T SHOE
114" TAPCON5 @
12" o, MAX.
2.4 P.T. CLZAT5 ,a' -j '---2x,9 P,T. J015TTO FOP, FIRST STEP SUPPORT LANDING
114'1 TAPCON5,nt. If RAVING - IRP TO APPROPRIATE DEPTH - RE FER TO
f RANGIDLE SLAB ACHITECUPAL DRAWINGS FOR HEIGHT lb FIN15H REQUIRE Ni
INTERIOR 5TEP5 5ECTION I
SCALE: 112"= P-O'
2xG P, 11 G` o.c.
1IR
2x5 LEDGER POR
STRINGERS
2xb LEDGER FOR
STRINGERS
;`o.c. MAX.
ON LKi�ME PARTITION Clow f�tlnqed
5ALUD
— — — — — —
2x4 BEARING \�ALL—
I G` O.C. FRAMING
DOU13LE STUD COLUMN
2x8 P.T. J015T TO FOR FIRST STEP BALLOON FRAME TO
SUPPORT LANDING FRAMING - PIP
NEXT LANDING
TO APPROPRIATE DEPTH - REFER TO
ACHITECURAL DRAWINGS FOR
HEIGHT FINISH REQUIPEMENT5
INTERIOR 5TEPS fKAMING lower
SCALE: 1/2"= '-0"
(2) &8 P.T. LEDGER - ATTACH
TO MASONRY 5HEARWALL wl (2)
I/i @ I G" o.e. MAX.
MA50NRY SHEARWALL - PErffR
TO TYPICAL WALL SECTION
PLANS FCR DETAILS
2xG @ 10 r. MAX.
INTEIRMED(Ah LANDING 111W
z
.2
z
ni
xi
STRUCTURAL SLAB
LANDING - RE -ER TO
LOWER BEAM PLAN
(2) 2x5 P.T. LEDGER -
ATTACH TO MA50NPY
5HffAKWALL W/ (2) 1/4"
TAFCON5 @ I G` o.c. MAX,
MA50NPY 511EARWALL
- REFEF TO TYMCAL
WALL SECTION PLANS
FOP DETAILS
4x4 F.T. P05T on TOP
Off CONCRETE BEAM
(SUPPORT FOR NEXT
LANDING)
CONCRETE BEAM
REFER TO TYPICAL
WALL SECTION $
PLANS FOR DETAII-5
(2) 2x8 P.T. LEDGER FOR
STRINGERS - SECURE TO
CONCRETE BEAM wl (2)
1/4" TAPCON5 @ I G" oz
GYP-CPETE OVER PLYWC)i
5U5ffLO0R
; ', , , I ,
SECURE P-) -I 1:P , -- ,
(2) A' TAPG-DN5 @ 1 2' ,,o
PAD OUT LANDING
(2) 2� 12
WOOD FLOOR TREADS, R15ER5 per--\
TRU55ES By ARCHITECT ONISd PER
OTHER5
ARCHITECT or bUiI
REFER TO ARCHITECTURAL
PLANS, FOR DUTAIL5,
R-/
-�)NCRETE BEAM - REFE 12 STRINGERS @ I MAY.---N r--�
WALL SECTION
PLANS FOR DIr7OL5
MASONRY 511EAKWALL - REFER
TO TYFiCAL WALL SECTION
PLANS FOR DffAIL5
2,4; J015T5 6 10' o o. MAX.
(2) 2eb LEI
(2) 2�6 P T. LEDGER - ATTACH
TO MAE50NRY 5HEAKWALL VV (2)
1/4 TAPGON3 I G` o I MAX
DOUBLE STUD COLUMN
(fron, L.'ainq reloi
2rG UAPP30i5T (Cli
NOTCH STRINGER A5
NRCE.SibARY
CONCREFE eTRUCTURAL
5LA13 - refer to r,,,, det,!�
"r
CONCRETE 15EAt I - REFER
/ I-') - P�l
�Q Pf'FICALWALL 5ECTION
�C,Rr�`5- 'LL
PLANS FOR DETAILS
AT �.AL�i TR,NGffF
INTERIOR 5TEP5 5ECTION upper
SCALE; 112" 1'-0"
PIN13H PTRAKC-[TECT or 51JILDEK
REFER TO ARCHITECTURAL
PLAN5 f OR, DETAII-5
COORDINAIE 'IN15H TE[GHT ,/
ARCHITEC); RAL DRAWNG5
24 51
d I EII FOP,
TO
BEARING WALL frkM,NG
TREADS 4 RISERS per ARCHITECT - FiNIPIN
PER ARCHITECT or bUIUDFR - RPFff R �o
ARCHITECTURAL FLAN5 `OK DETAILS
THESE INTERIOR STAIRS DETAILS
ARE
INTENDED TO DEMONSTRATE STRUCTURAL
2� 12 STRINGERS @ 101 ox. MAX.
2x 12 5T INGER-5 C6 I G' o MM
ASPECTS OF CONSTRUCTION.
THE
FIN15H
FER ARCH TECT or BUILDER
CONTRACTOR SHALL COORDINATE
WITH
RERIERT101 ARCHITECTURAL
FOR DETAIL5
THE ARCHITECT WITH REGARD TO
FINISH
PLANS
COORDINATE FINISH HEIGHT �J
ARCHITffGTJRAL DRAWINGS
MATERIALS AND ADJUST HEIGHTS
AND
FMCAL I WALL
DEPTHS ACCORDINGLY.
REFER TO TYPICAL WALL
SECTION e PLANS FOP,
V
'xC 101575 @ 10' ci MAX.
2�G I -EDGER FOR
: ,
5TRI SECURE TO
DETAILS
�, �',"'a,
2a6 LANDING FRAMING
(2) 2a8 P.T LEDGER -
2� 1 2,,TPINGffP,5 @ I G'
MAX.
ATTACH To MA50NRY
ox.
5H EARWALL wl (2) 114"
i
TAPCON5 @ I C" o, MAX.
2. P.T. f IR5T RISER - Fir
TO REQUIRE D DEPTH
RT, CLEAT - SECURE
- - - - - - - - - - - - -
---�2x4
TO 5RUCTUR41- SLAB ,/
114" TAFCON5 @ 121 o c
'01'K - I I L
-
-,LA5
\\\—CONCRzTffI5EAM-RfffI!P
CONCRETE BEAM - PETER
TO TYPICAL WALL SECTION
TO �YFICAL WALL 5ECTION
it PLANS FOR DETAILS
PLAINS FOR DETAILS
\-FRANGIBLE MASONRY WALL
REFER TO WALL
SECTION I PLANE FOR DETAILS
X*
L
(2) 2x5 7.T. LEDGER
ATTACH TO TYPICAL
G `
POUT;LE 3TT'D COLUMN
If, �,, j"nng
TP055 LEDGER, REFER TO
-YPiCAL WALL SECTION 4
FLAK5 FOR DETAILS
(2) 2a8 LEDGER
4x4 P T. POET
(fi-e-n landing
INTERIOR 5TEP5 SECTION u
SCALE: 112"= P-O'
MASONRY WALL W/ (2) 11
2x @ I G o.c. MAX�
INTERMEDIATE LANDIN
2x 12 5TRINGEP5 @ I G`o.o. MAX.
TAFCO N5 @ I G" o. c. MAX.
N
'--2xG LEDGER FOP
5TPiNGffR5
2x4 CRIPPLE WALL
EXTEND LEDGER
I G" o.c. ` PAMING
ATTACH 5TKINGEF
2xI12
WKINGER5
2X4 F.T. SHOE
DOUDLE STUD COLUMN
G
c c. MAX.
frOP't Lmc;iin�j below
2xG SAND jOI5T over (2)
2x,5 LEDGER
51NAff-9ON GA2
FRAMING ANGLE AT
EACII STRINGER
BUILT UP LANDING
5TPUCTURAL SLAB
5TPUCTURAL 5LAD
P[Fff A TO 5tcrm
(front �alcorl
LANDING - REFER TO
DETAI L
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.
LOWER BEAM, PLAN
CONCRETE DfAM
FIFIFIFF TO TYPICAL
WALL SECTION
FLAN5 FOR DfTAIL5
INTERIOR 5TEP5 fRIAMING upper
SCALE: 1/2"= 1'-0"
CONCRETE 13EAM -
REFE-F TO TYPICAL
WALL SECTION
PLANS FOP DETAILS
GYP-CKETH OVER PLYWOOD
5UbI`UOOR
k I k\
WOOD f LOOP, TKU55IE5
By OTHERS
CONCRETE BEAM REFER
TO TYPICAL WALL SECTION
i, PLANS FOR DETAILS
r
�(2) 2X8 P.T. LEDGER
ATTACH TO MA50NRY
5HEARWALL W/ (2) 114"
2x( @ I G" o-, MAX. TAPCON5 @ I G' ox. MAX.
INT-QVITDIATE -V,'DING
4x4 P.T. POST
from landin,� below
STRUCTURAL SLAB
LANDING RfFtR10
UP.FffP BEAM PLAN
A
W
�A' ii
X
IRS
M
I
N
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0
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Ir
fn M
n
z (n
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0
0
0
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a:
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V) M V) U) C4
V) M
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LL
z
0 5
U
0
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5
Z
0
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in U
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tr--- U
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Con
PROJECT NO.
18-022
SHEET
S-12
REVISIONS BY DATE
permit sets GS 105.2018
ABV. A13OVE H.C. HOLLOW CORE R.O. ROUGH OPENING Z�s 1st8ldg Comments GS 3.12.2019
ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD BUILDING CLASSIFICATION: CODE EDITIONS: N
ADJ. ADJUSTABLE HOWE. HARDWARE R.W.L. RAIN WATER LEADER TWO STORY SINGLE FAMILY RESIDENCE Florida Building Code (FBC) 2017 z
AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY National Electrical Code (NEC) 2014 04
APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE Aw oEfflo DJOU #0 TABLE 503 CONSTRUCTION TYPE V-B
ED. BOARD I.D. INSIDE DIAMETER SHT SHEET
BLDG. BUILDING INCAND. INCANDESCENT Sim. SIMILAR WIND LOADS AS PER FEC 2017 EDITION
ELK. BLOCK INSUL. INSULATION SQ. SQUARE AND ANSUASCE 7-10
BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL
CAB. CABINET JT. JOINT STD. STANDARD THE FOLLOWING DESIGN PARAMETERS ARE REPEATED
CER. CERAMIC LAM. LAMINATE STIL, STEEL FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS
C.I. CAST IRON LAV. LAVATORY STOR. STORAGE FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS)
CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL
COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CODE EDITION: FLORIDA BUILDING CODE 2017
CONIC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL BUILDING DESIGNED AS: ENCLOSED, RIGID
WIND EXPOSURE CLASSIFICATION D
CONN. CONNECTION MET. METAL T.C. TOP OF CURB
CONT. CONTINUOUS MFR. MANUFACTURER TEL� TELEPHONE
CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE
WIND SPEED DESIGN: 160 mph Vult
DECOR. DECORATIVE misc. MISCELLANEOUS THK. THICK —7-
INTERNAL PRESSURE COEFFICIENT
DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY
D.F. I j
DOUGLAS FIR MOUNTED T.O.FR. TOP OF FRAMING Kd 0.85
I DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER MEAN ROOF HEIGHT
DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE
i! BUILDING CATAGORY
ON. DOWN NO. NUMBER T.O.PL. i
D.S.
DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL ROOF LIVE LOAD: 30 PSF
TOP OF PLATE
O.A.
TOP CHORD DEAD LOAD: 15 PSF
DAG. DRAWING OVERALL U.O.N. UNLESS OTHERWISE -Al
EA. EACH OBS. OBSCURE NOTED
EL. ELEVATION O.C. ON CENTER VERT. VERTICAL BOT CHORD DEAD LOAD 10 PSF
ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE THE PROJECT WAS DESIGNED IN ACCORDANCE WITH
ELEC. ELECTRICAL OFF. OFFICE FLOOR LIVE LOAD: 40 PSF THE BUILDING CODE REQUIREMENTS FOR
V.G.D.F. VERTICAL GRAIN
—25 PSF REINFORCED CONCRETE (ACI 318-14,315-11, LRFD),
EQ. EQUAL OPING. OPENING FLOOR DEAD LOAD: SUPERIMPOSED
W/ WITH
EXH. EXHAUST OPP. OPPOSITE W/o WITHOUT MIN. SOIL BEARING PRESSURE: 2,500 PSF OAMERICAN INSTITUTE OF STEEL CONSTRUCTION)
EXP. EXPANSION PL. PLATE W.C. WATER CLOSET ABC LRFD 13th EDITION. BUILDING CODE
EXTERIOR PLASTER SHUTTERS: NO REQUIREMENTS AND SPEC'S FOR MASONRY
EXT. PLAS.
WD. WOOD
EXIST. IMPACT RESISTANT ASSEMBLY: YES STRUCTURES (AC[530-11/ASCE5-05ITMS402-11).
PLYWD. v
EXISTING PLYWOOD WDW. WINDOW I I� BUILDING CODE REQUIREMENTS AND NATIONAL
IS A CONT. LOAD PATH PROVIDED
F.F.
FINISH FLOOR PR. PAIR
W.H. WATER HEATER YES DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
FLASH. PRCST. MAi
WAINSCOT �z
PRECAST WSCT. (ANSIINFOPA NDS-2012, ASDT AF&PA).
FLUOR. FLASHING COMPONENT & CLADDING YES
FLUORESCENT P.T. PRESSURE TREATED WT. WEIGHT A
FT. FOOTIFEET PTN. PARTITION SYMB. SYMBOLS iilliii: Aik_
FOOTING Q.T. QUARRYTILE AND
GA. GAUGE RAD. RADIUS ANGLE MR 777777
GALV. GALVANIZED REINF. REINFORCE @ AT P,
GIL. REQ.
GLASS REQUIRED CENTER LINE
GR. GRADE RM. ROOM DIAMETER OR ROUND
GYP. GYPSUM # POUND OR NUMBER
H.S.
HOSE BIBB
J11
J;
ARCHITECT:
RANDALL STOFFT ARCHITECTS
42 NORTH SWINTON AVE., SUITE 1
DELRAY BEACH, FL. 33444
@Q)[YE UHIM)IM91MOM
561-243-0799 (T)
CONTACT: GARY STOFFT
EMAIL: gary@stoffi.com
ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017
4 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY 4
'77,777 =7
STRUCTURAL ENGINEER
REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70.
KNIGHT, McGUIRE & ASSOCIATES, INC
RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL
80 ROYAL PALM POINTE, SUITE 401
VERO BEACH, FL 32960
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE
TEL: 772-569-5505, FAX: 772-569-1455
REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9.
CONTACT: David Knight, P.E.
EMAIL: david@knightmcguire.com THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT.
iiALL
F
Pn&mMa MORK
ME (WEMELM RIEWDRIENIEHM
ARCHITECT'S STATUS:
EARTH WORK:
TRUSSES:
ROUGH CARPENTRY:
TIMBER
A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTIONAND
A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR
GEOLOGICAL REPORTS,
A. THE TRUSS LAYOUT SHOWN ON Cot
ISTRUCTION DOCUMENTS IS SCHEMATIC IN
A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWSE NOTED. CANTILEVERED
A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR
CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD F( OTINGS BASED ON A SOIL
NATURE. HOWEVER, 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
BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE
THE ASSUMPTION THAT THE FRAMINGSCHEME
SHOWN WILL CLOSELY PARALLEL THE
*FB=1,150PSIFV=90PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST
THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTORS FAILURE
OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION.
FINAL TRUSS MFG. LAYOUT. THIS FRAM
NG 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
BEARING POINTS, ETC.) CAN BE MODIF
ED ONLY AFTER OBTAINING PERMISSION FROM
ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS
C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
THE PRIME PROFESSIONAL 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 STRUCTURAL REVISIONS ACCOR)INGLY.
FINAL SIGNED AND SEALED ENGINEERING
UNLESS OTHERWISE NOTED.
CODES AS SPECIFIED BELOW:
EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
TRUSS DRAWINGS MUST BE SUBMITTED
TO THE ARCHITECT FOR REVIEW PRIOR TO
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL;
CODES:
D� SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE
POURING OF FOUNDATION.
D. ALL SUB -SILLS, OVER F-011 IN LENGTH SHALL BE DOUBLE 2"X4"s.
NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR
OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE
WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN
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 wl 1EI @ 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 TESTIS) AND FIELD
PROFESSIONAL SPECIALTY ENGINEER
EGISTERED 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
CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY
DENSITY TEST(S) SHALL BE FURNISHED TO THE ARCHITECTIENGINEER.
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
SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE
E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69
C. DESIGN, FABRICATION, 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.
CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.
(75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS
CONNECTORS SHALL BE IN ACCORDANE
WITH THE FOLLOVMNG STANDARDS.
TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR
TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL.
OF NOT MORE THAN 12" AND COMPACTED AS ABOVE.
SEAT.
FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON.
THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS
D. DESIGN SPECIFICATIONS FOR META
- PLATE CONNECTED WOOD ROOF TRUSSES PER
FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL
F TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FIL
TPI 1-2014: DESIGN SPECIFICATIONS FCR
METAL PLATE CONNECTED PARALLEL CHORD
G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-6-790. INSTALL UNDER ROOFING AND
D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH
CONSTRUCTION) ABC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND
BUILDING CODE 2017.
TRUSSES PER PCT 80; HANDLING, INST,
kILLATING, 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.
SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-13/ASCE 5-13rFMS 402-13). BUILDING
CONCRETE:
PLATE CONNECTED WOOD TRUSSES PI
�.R BCSI 2013 EDITION
OF PAPER SHALL OVERLAP THE COURSE BENEATH ITEI" MINIMUM. WHEREPAPERMEETS
CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD
A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND
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
CONSTRUCTION (ANSIINFOPA NDS-2015).
REQUIREMENTS OF ACI. 318-14.
THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR
OF AMERICAN PLYWOOD ASSOCIATION.
CONCRETE UNIT MASONRY:
DOORS AND WINDOW FRAMES.
B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
IS PORTLAND CEMENT: ASTM C-150 TYPES I OR 11. LOWALKALI, SILL TESTED AND CERTIFIE
F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH IT'S GRADE AND PLYWOOD
REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL
USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF MORE THAN 0.�
.
A. THIS PROJECT IS DESIGNED AS ENG
NEERED UNIT MASONRY. STRUCTURAL DESIGN
H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL
WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A
FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILDIN
PERCENT.
SHALL BE IN ACCORDANCE WITH ACI 53)-131ASCE
5-13frMS 402-13. BUILDING CODE
HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL
PIECE VATH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING.
ACCORDANCE WITH ALL PROVISIONS OF THIS CODE.
REQUIREMENTS FOR MASONRY STRUC
-URES AND THE COMMENTARY ON BUILDING CODE
VANDOW AND DOOR OPENINGS.
C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC 0
REQUIREMENTS FOR MASONRY STRUG
URES,
G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, C-C)
PERMITS:
OTHER DELETERIOUS MATERIALS.
1. 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.
D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE.
B. REINFORCING STEEL: LAP REINFORCING
NOT LESS THAN 48 BAR DIAMETERS AT SPLICE
GRADE, 4 PLY, INDIES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS
DOORS AND WINDOWS:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING
IN WALL REINFORCING. LAPHORIZONTAL
REINFORCING A MINIMUM OF 18" AROUND
AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS
E. SAND: ASTM C-33 FOR SLABS ON GRADE.
CORNERS. HORIZONTAL BARS SHALL E
PROGRESSES AND SHALL BE EMBEDDED
E TIED TO VERTICAL BARS AS THE WORK
IN GROUT. PLACING OF HORIZONTAL
J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEELOF
A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOL D CORE NOT LESS
FORCING IN JOINTS OR MORTAR \A
ILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT
THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY
THAN 1%" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING
JOB CONDITIONS:
F. FOUNDATIONS: INSTALL AS PER THE STRUCTURAL DWG'S, OR AS AMENDED BYTHE FINA
S MFORCING.
MANUFACTURER FOR THIS SPECIFIC USE, NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN
NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING.
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 BA RI B LA 61
C. FOUNDATION DOWELS: SHALL NOT f
IE SLOPED MORE THAN ONE HORIZONTAL TO 6
B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN
OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE
:
N���A
VERTICAL TO ALIGN WITH BLOCK CORE.
K. DRAFT -STOPPING IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN
SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE
CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS
H. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS AND SHALL
ATTICS FOR AREAS OVER 3,000 S/F
OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST.
SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION.
DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS
D. CLEAN OUT OPENINGS SHALL BE PROVIDED
AT BOTTOM OF GROUTED CELLS. SEAL
L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL,
BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE
SPREAD AND WALL FOOTINGS 3000 PSI
AFTER CLEANING AND INSPECTION.
SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS,
C. DOORS ' BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING
CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION
COLUMNS AND WALLS 3000 PSI
GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE
DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED.
BEAMS AND SLABS 3000 PSI
E. MASONRY UNITS SHALL BE ASTM C-9)
TYPE 11 WITH MINIMUM COMPRESSIVE STRENGTH
COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS,
CLASSIFIED AS CATEGORY 11 AND SHALL BE CAPABLE OF WITHSTANDING A 400
OF 1900 PSI ON NET AREA OF INDIVIDUA
-UNITS. ALL CMU SHALL BE LAID INAFULL BED OF
CHIMNEYS, FLOOR JOISTS OR TRUSSES.
FOOT-POUND IMPACT TEST
B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. 00
USE REGULAR WEIGHT CONCRETE.
MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING
STEEL SHALL BE MANUFACTURED
SHOP DRAWINGS:
NOT SCALE DRAWINGS.
FROM HIGH STRENGTH BILLET STEEL CONFORMING
TO ASTM DESIGNATION A-615 GRADE
D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES,
1. STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE FOLLOWNG
60.
INCLUDING ANY GLAZING VATHIN 60 INCHES 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 11
ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTIN
LOCATION SLUMP MAX. AGGREGATE
�1
F. ALL MORTAR SHALL BE TYPE S IN ACuORDANCE
WITH ASTM SPECIFICATION C-270 WITH
FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION
GLAZING PRODUCTS.
CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
FOOTINGS Z i ASTM #57
A MINIMUM COMPRESSIVE STRENGTH CF
1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR
AND COMMENCEMENT OF THE WORK.
ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND
COLUMNS F.:W. 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 ARCHITECTS ATTENTION IN
BEAMS AND SLABS 5"±I" ASTM #57
B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
SHALL BE SAFETY GLAZING WHERE THE GLASSOR MIRRORS ARE LESS THAN 60" ABOVE
WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE
FILLED CELLS 811±111 ASTM #8 PEAROCK
TIE BMS & TIE COUS 5"±V ASTM #8 PEAROCK
G. GROUT SHALL BE A HIGH SLUMP MIX
IVA 1") IN ACCORDANCE WITH ASTM
THE FLOOR OF THE TUB OR SHOWER.
CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS,
PILES ASTM #8 PEAROCK
SPECIFICATION C-476 HAVING A MINIMUM
COMPRESSIVE STRENGTH OF 3,000 PSI. NO
C. WINDOWANO DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN
TESTING FOR GROUT STRENGTH IS REC
UIRED FOR THIS PROJECT.
I EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION
-R���.
SECTION AND DETAILS
TOOLS, THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" VADE, 24" HIGH AND 5.7
DOCUMENTS,
A. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF
H. PROVIDE 9 GAUGE HORIZONTAL JOINT
REINFORCEMENT (LADDER TYPE ONLY) AT
SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 441,
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED
EVERY SECOND COURSE FOR ALL EXTERIOR
WALLS.
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
ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE
NON-STRUCTURAL MEMBERS DURING CONSTRUCTION.
REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS.
1. ALL CONCRETE MASONRY BEARING A
qD SHEAR WALLS MUST BE INSPECTED BY A
TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O.
G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY
QUALIFIED ENGINEER JUST PRIOR TO POURING
OF THE FOUNDATION, 1 ST & 2ND FLOOR TIE
CODE.
U
, 4_j
2
z
Job No. 1802011
B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. BEAMS. CONSTRUCTION SHALL BE IN AC CORDANCE WITH THE "SPECIFICATION FOR THE PLUMBING FIXTURES: i li,-001110.�j FIRM- AA003
WORK NECESSARY TO COMPLETE CONSTRUCTION: * SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Y,") DESIGN AND CONSTRUCTION OF LOAD E EARING CONCRETE MASONRY" PUBLISHED BY THE H. ALL NEW SINOILE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND
* BEAMS AND COLUMNS 1 1/2 " NATIONAL CONCRETE MASONRY ASSOCIATION. TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WTH 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 * UNFORMED BELOW GRADE 3" REVIEWED FOR
AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) * FOOTING 3"CLEAR AT BOTTOM & SIDES 2"CLEAR OF TOP STRUCTURALSTEEL: DOOR THAT HAS A MIN. 29" CLEAR OPENING.
* WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE CODE COMPLIANCE RE
CLEAN UP / REPAIR: * SLABS 3/4" CLEAR AT TOP (INTERIOR), 11)/," CLEAR AT TOP (EXTERIOR) A. WORKMANSHIP: WORK SHALL COMP -Y WITH A.I.S.C. _RFD 13TH EDITION, UNLESS MORE THERMAL MOISTURE PROTECTION:
*BEAMS 1 1/2" CLEAR TO STIRRUPS EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. ST. LUCIE COUNTY
A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, COLUMNS 1 1/2" CLEAR TO TIES A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017
DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING PAINT B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: BOCC MAR 2 0 2019
T C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY THE LATEST ABC CODE. STRUCTURAL! �TEEL SHALL CONFORM TO ASTM SPECIFICATION MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN 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 TUBING & PIPE SHALL C DNFORM TO ASTM SPECIFICATION A-500 GRADE B ST. Lucia County, PerrhIttIrIg
CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2.
(FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FRAME WALLS A MINIMUM OF R-1 3 IN BOTH CLIMATE ZONE 1 & 2.
D. GENERAL BEAM NOTES: FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY
B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR 93TIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROOEDURE" (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 W/ TOP BARS FROM ADJ. PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX
MATCH ADJACENT AREAS AND SURFACES, BEAMS. ELECTRODES.
3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER B. ROOF / TILE: Tli-E SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY
CLIMATE & GEOGRAPHIC DESIGN CRITERIA: STANDARD ASTM BENDING DIAGRAM. ARCHITECTIDESIQNER. INSTALLATION SHALL BE PER MANUFACTURER'$
4) TIE BEAM DEPTHS A149 MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE FILE COPY 001
A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(i), 'SUBJECT TO DAMAGE FROM, WINDOW AND DOOR HEAPS. WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE
WEATHERING IS CLASSIFIED AS 'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS 'VERY 5) DROP BOTTOM OF Tit! BEAMS, AS REQUIRED, AT WINDOW& DOOR HEADS (28" MAX. BEAM COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT
DEPTH) & ADD 2 #6 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. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING TO EXTEND 6" MIN. INTO SUPPORT U.N.O.
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1ST FLOOR PLAN
A202
2ND FLOOR PLAN
A21 0
A211
ARCHITECTURAL IST FLOOR FRAMING PLAN
ARCH. 2ND FIL FRAMING PLAN & UPPER ROOF
A301
FRONT & REAR ELEVATIONS
I
A302
SIDE ELEVATIONS _r.
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
DOORMINDOW DETAILS
TYPICAL DETAILS
ELECTRIC PANELS & RISER
A902
E101
E201 --GARAGE
LEVEL& 1ST FLOOR ELECTRIC PLAN
E202
2ND FLOOR ELECTRIC PLAN
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STRUCTURALPLANS
GARAGE LEVEL DOOR
MARK
,SCHEDULE
SIZE
�WD
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81-0" OVENE�RAGE DR
8'-0- CRE—NCH
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NOTES
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2
3
4
5
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-6
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12
2'-8'
2'-8ft
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8`0'
8'-0"
8'-0"
8'-0"
INT SWING (SC)
INT SWING (SC)
INT SWING �59
INT SWING §
MIN
1 3 8 *K, SELF
CLOSER
13
MIN
1 3/rTHK, SELF
CLOSER
15
GARAGE LEVEL WINDOW
SCHEDULE
IZE
HEAD HT
MARK
TYPE NOTES
WD
HIST
ELEV
1
2'-9"
8'-0"
SIDELIGHT 9-0
2 2:-9:
8:-0"
SIDELIGHT 1 9'-0-
3
2-8
5
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2'-8"
5'16�
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5—
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003
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UP I
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4
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20'-10" x 15'
17'-9"
14'-6"
1 �12 1
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32'-10"
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12'-10" C1g zo
cli
49'-4" x 38'-10"
4'.4"
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008
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14'-6"
20'-6"
EO EQUIP. TO BE ELEVATED ON
PEDESTALS/STANDS ABOVE
DFE (DESIGN FLOOD
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23'-9"
E(H 1
9, bg
-1 r'j I AHU 1
AREA BELOW
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DECK
LU14 STORAGE
NOTE:-
9' cig EQUIP. TO BE ELEVATED ON
DEDESTALS/STANDS ABOVE
DFE (DESIGN FLOOD
ELEVATION) OF NAVD 16.4
SOSO
UKRI
DRY
POO STORAGE
9. cig
;015
PIS
4'-6" L 2'-2-
006
9
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LIVING AREA CALCULATION
1) 1ST FLOOR LIVING 2611 SF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 335 SF
4209 SF
DETAIL AREA CALCULATION
1) 1 ST FLOOR LIVING
2611 SF
2) 2ND FLOOR LIVING
1263 SF
3) LOBBY
335 SF
BALCONY 1
55 SF
BALCONY 2
61 SF
BALCONY 3
200 SF
BONUS STORAGE
809 SF
COVERED ENTRY
48 SF
GARAGE
1877 SF
OUTDOOR LIVING
356 SF
7615 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
207 - DRAPERY POCKET
206 - TROUGH FOR POOL INFINITY EDGE
208-..
209 - ADJACENT WALLS TO HAVE MIN R-1 1 INSUL
& MIN 1/2"GYP SO ON GARAGE SIDE
FOR GARAGE SEPARATION
210 - MIN 5/8" TYPE')C 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
11,1v P�
0 SP vy'1!:I:I:: 1 :7 r 1
liv I ��! It D EN E LED
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6 - 16"x8" WALL LOUVER FOR FLOOD VENTING
BOT OF VENT (M. 8" A.F.F. 71
REVISIONS BY DATE
T� permit sets GS 10,52018
0 1st Bldg Comments GS 3,12.2019
C*j
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 (DIFE) SHALL BE FLOOD DAMAGE RESISTANT
MATERIALS THAT CONFORM TO THE PROVISIONS OF FEMA TB-2.
MECHANICAL, ELECTRICAL, & PLUMBING SYSTEMS BELOW DIFE
ARE TO BE DESIGNED & INSTALLED TO PREVENT WATER FROM
ENTERING OR ACCUMULATING WITHIN THE COMPONENTS
AND TO RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS
16'-0"
AND STRESSES PER FBC R322.1.6
PER ASCE 24-05 ELEVATOR COMPONENTS LOCATED BELOW THE
POOL
DIFE SHOULD BE CONSTRUCTED OF FLOOD DAMAGE -RESISTANT
AB OVE
MATERIALS AND DESIGNED TO RESIST PHYSICAL DAMAGE DURIIN
> FLOODING. IF AN ELEVATOR CAB PROVIDES ACCESS TO AREAS
BELOW THE DIFE IT MUST BE EQUIPPED WITH CONTROLS THAT
PREVENT THE CAB FROM DESCENDING INT FIL D
A
A
02
02
FLOOD VENT CALCULATION
8"xl 6" ENGINEERED FLOOD VENTS THAT
PROVIDE 200 SIF OF FLOOD COVERAGE
GARAGE 1877 SF/200 = 9.3 = 10 VENTS
LOBBY & STORAGE AREAS 1144 SF/200 = 5.7 6 VENTS
BELOW POOL DECK AREA 1074 SF/200 = 5.4 = 6 VENTS
THE DESIGN OF THE FLOOD VENT OPENINGS WILL
PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD
FORCESON EXTERIOR WALLS BY ALLOWING FORTHE
AUTOMATIC ENTRY AND EXIT OF FLOODWATERS AS
SPECIFIED IN SECTION 2.7.2.2 OF ASCE 24. PER FBC
R322.2.2 FOOT NOTE 2.1
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" V-0"
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FL- 0011105 FIRM--AA003379
A200
1ST FLOOR DOOR
SCHEDULE
MARK
—
101
102
103
SIZE
WD HGT
9'-0" 11'-0"
9,:-O�-9,4,
15-0" 10'-0"
TYPE NOTES
SLD GLASS OXX
SLD GLASS OXX
SLD GLASS OXX I POCKEr SGD
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8'-0"
8'-0"
INT SWING SP%
INT SWING S�
INT SWING SC
SWING
INT SWING-DEIL SC
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G SC
1 T SWING SC
112
113
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114
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116
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1ST
FLOOR WINDOW
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MARK
—
101
--
102
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1 F04
1105
05
110 6
1 7
10
SIZE
WD HGT
4'-Q-1 1:-6::
4'4� 1-6
2'-6" 5-0
2'-0" 5'-0"
2'-0" 5-0"
11 A
0
2 :-0:
-0:
TYPE HEAD HT'
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1 BEWEN CAB'S VERIFY HT.
EIErWEEN CA!�S, VERIFY HT.
----
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CSMNT
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114
UPPER STAIR DETAILS
4 - - - - - - 13'-0" FLOOR TO FLOOR
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OUTSIDE STAIR DETAILS
18 RISERS @ +-7 1/4"
VERIFY HEIGHT OF GRADE
TO ELEVATED DECK FOR
RISER HEIGHT
12" TREADS W/ 1" BULLNOSE
0 Ill 112 113 114 115 J16 117 118
SUN
SHELF
SPA
4'-0'
INFINITY
EDGE
OPTIONAL
POOL/SPA
ALCULATICIN
LIVING AREA C
1) 1ST FLOOR LIVING 2611 SF
2) 2ND FLOOR LIVING 1263 SF
.9 LOBBY 335 SF
4209 SF
RMSIONS BY DATE
permit sets GS 10.5.2018
1 st Bldg Comments GS 3.12.2019
CN
DETAIL AREA CALCULATION
T-8"
1) 1ST FLOOR LIVING 2611 SF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 335 SF
BALCONY 1 55 SF
"IBALCONY2 61 SF
BALCONY 3 200 SF
BONUS STORAGE 809 SF
COVERED ENTRY 48 SF
GARAGE 1877 SF
OUTDOOR LIVING 356 SF
7615 SF
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MAR 20
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A201
2ND FLOOR DOOR
SCHEDULE
—SIZE
MARK
TYPE NOTES
WD
HGT
201 8r� 1
8'-0"
SILD GLASS
2b2l 8'-0 "
8'-0"
SLD GLASS
20S 2'-6
8
2"
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205 .
8-0
INT SWING SC
8'-Ov
INT SWING SC
SC
8'-0"
INT SWW SC
SC
8'-0"
INT SWING SIC
8'-0"
INT SWING SIC
210 2'-6"
8'-0"
INT SWING Sic
211 2'-6",
8'-0"
INT SWING SC
fi_r�'-O"
INT SWING S
21S 2F-13" 1
8'-0"
Pocket Dooir�L_
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8'-0"
2ND FLOOR WINDOW
SCHEDULE
MARK SIZE TYPE
WD HGT
201 5'-4" 5'-0" CSMNT DBL
202 S-00 8'-0" FIXED
203 S-0" 8'-0" FIXED
204 3'-0" 8-6w FIXED
205 5'-0" !�-Ow CSUNT DBL
206 2'-O�_Sr�lf sw
_Z1 4'-0�5 �-O FIXED
208 2'-0* 5�4" CSIVINT
209 2'-0" 3'-Ow FIXED
HEAD HT NOTES
EGRESS
EGRESS
/ � A.'
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-1 1 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"xl 6" ENGINEERED SMART FLOOD VENT
F
�_15�-MIN -20�SPRAYAPPLI NMPEN �CELLED �A
FOAM INSULATION AT GARAGE CEILING LL
216 - 16"x8" WALL LOUVER FOR FLOOD VENTING
BOT OF VENT 0 8"A.F.F. 7_1)
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SEE STRUCTURAL PLANS FOR FINAL DESIGN
INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL),
STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES,
TRUSS STRAPPPING, WIND PRESSURES, ETC.
lst FLOOR FRAMING PLAN
SCALE: 3116" = V-0"
00
04
L(i
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REWSIONS I BY I DATE
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JAN'2 3 2019
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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" = l'-O"
u
J-1
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-10"
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JAN 2 3 2019
FIRWAA003r/9
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300 - STANDING SEAM METAL ROOF (MILL FINISH)
301 - SMOOTH STUCCO FINISH (TYP.)
302 - RAISED SMOOTH STUCCO BAND/SILL
303 - 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
RECEIVED
MAR 0 1 ?019
ST. Lucie County, Permitting
LOBBY LEVEL -11'-0"
NAVID 13.0
WEST ELEVATION (front)
0) 1 REVISIONS BY DATE
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NORTH ELEVATION (left)
SCALE: 1/4" = l'-O"
TOP OF M
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TOP OF BEAM
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OF OF BEAM J4
@ +1 l'-4'A.F.F. qV
1ST FLOOR ELEV 0'-0' jk
NAVD 24.0 1-/
300 SERIES KEYNOTES
300 - STANDING SEAM METAL ROOF (MILL FINISH)
301 - SMOOTH STUCCO FINISH (TYP.)
302 - RAISED SMOOTH STUCCO BAND/SILL
303 - STONE WALL CLADDING
304 - PORCELAIN TILE
305 - ALUMINUM RAIL (TO REJECT 4' SPHERE)
306 - IMPACT WINDOWSIDOORS (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
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2019
MM-AAMM
A302
SOUTH ELEVATION (right)
SCALE: 1/4" = l'-O"
00 REVISIONS BY - DATE
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Job No. 1802011
)AN 13 200
A601
00 REWSIONS BY DATE
A )ermitset� GS 105,2018
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2nd FLOOR
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Job No. 1802011
3 7019