HomeMy WebLinkAboutCONSTRUCTION SERT PAGE 1-15FINISH
GRADE
APPLY WATERPROOF ING TO
MA50NPY WALLA MINIMUM 12"
,ADF
A13OVE ADJACENT fINISh GP
NOT REQUIRED WHERE f LOOK
ELEVATiON 15 G" OR MORE
AE30VE FINISH GRADE
(2) #5'5 (3" MIN. PROTECTION)
DISCONTINUE STEEL MIN. 3" FROM
TRANSITION CAP - refer to TYPICAL PIUff—/
@ PILE CAP detail 5heet 5-3 (similar)
(2) #5'5 SHALL BE CONTINUOUS
AT ALL 5 H EARWALL FOOTI N G5 -
refer to plans for locations
refer to 'PANGIEUP WALL DETAILS
(51heet 5- 10) for masonry
construction specifications
4" thick 3000r5i CONCRETE
SLAD - FIEEPMESH REINF. -
I"PANGIDLE - SAW CUT into
51x5' max. SECTIONS - refer
to plans for cut locations
#5 LAP STEEL
G` MAX, EMBEDMENT
Grnil V15QUFEN VAFOK 5ARPIEP
o I ver TERMITE,"TREATED COMPACTED
f ILL (96% max. clen5ity)
18"cleep x 12"
3000p5i CONCRETE
'1A
MONOLITHIC `COTEK
i
TPAN51TION CAP
(Veyoncl)
AUGER CAST
PILE (lbeyond)
fOUNDATION 5ECTION
5CALE: 3/4" = I'-011
8" THICKENED EDGE
EXPANSION JOINT
wl (1) #5 cont.
per contractor
4" fraticible SLAB
@
TYPICAL 8" CMIJ
"FRANGIELE"
MASONRY
CONSTRUCTION
LU
a/
<
>
refer to TYPICAL WALL SECTION refer to TYPICAL WALL SECTION
(sheet 5-8) for MaEtOnry
(5heet 5-8) for masonry
77
construction specifications construction specifications
4" thick 3OOOp5) CONCRETE 4" thick 3000F51 CONCRETE
SLAB - 1`15EPME511 PEINF.
5LA13 - `IBERMESH REINF. - STANDARD STANDARD
FRANGIBLE - SAW CUT into - HOOK HOOK FRANG15LE - SAW CUT into
'x5max, SECTIONS - refer to
lan5 for cut locations
to plans for cut locations
5x5' max. SECTIONS - refer
U
7" STRUCTURAL SLAB
Ln
evator pit base) - #4'5 r e
(e
12" O.C.E.W.
EN
Gmil VISCUE
Z:
VAPOR 13APPIEP
I 5"x24` deep ELEVATOR
over TERMITE k15hAFT FOUNDATION wl
TREATED (3) #55 CONT. (top
COMPACTED f ILL
bottom) 4 #2 TIES @ I G`
)8% max. density)
O.C. - TYPICAL @
TYPICAL AUGER CAST PILE fl_EVATOP FEIRIMETER
REFER TO DETAILS (lbeyond)
2" MIN COVERAGE
tylp. for all 51ab steel
"VAPOR BARRIER" PHA.LL BE
v4pb� 64RRIER7:�,
I % 6mil VISQUEEN (or piquivalent),
UNLESS NOTED OJHERWISE.
hf
l
l
rr
4" thick 300OP51 CONCRETE SLAB
#5 LAP STEEL
FIDEPME511 FEINF. - FRANGIBLE -
G" MAX,
SAW CUT into 5x5' max. SECTIONS
EMBEDMENT
- refer to plans for cut locations
TYPICAL FOR ALL FRANGIBLE SLABS
F �IN SH
I
D�
INISH
GRADE
18"deelp 12"
3OOOp5i CONCRETE
0 MONOLITHIC FOOTER
(2)
#5'5 (3" MIN, PROTECTION) i,
DISCONTINUE STEEL MIN.
TRANSITION CAP - refer to TYPIC,
12"
@ PILE CAP detail 5hect 5-3 (similar) 40 TRANSITION CAP
(beyond)
AT ALL ShEARWALL FOOTINGS -
refer to plans for locations AUGER CAST
(2) #5'5 SHALL BE CONTINUOUS
PILE (beyond)
IFOUNDATION 5ECTION
5CALE: 3/4" = I'-011
EXPANSION JOINT
per contractor
777
MA50'���AKWALL
refer to TYPICAL WALL SECTION
(5heet 5- 10) for masonry
construction 5pecificatiori5
5" THICKENED EDGE
W/ (1) #5 cont.
4" frangible SLAB
@ -
17
STANDARD
HOOK
4" thick 3000p5i CONCRETE SILAS -
FIBERME511 PEINf. - FRANGIBLE
22" x 24" deep FOOTING wl SAW CUT into 5'x5' max. SECTIONS
(3) #55 CONT. (top * bottom)
plans for cut locations
#3 5TRKUP5 @ I G" O.C. - refer to
TYPICAL FOR ALL FRANGIBLE SLABS
TYPICAL at ALL SHEAR WALLS
ELEVATOK WALLS
3" MIN. PILE
r:2 EMBEDMENT
TYPICAL AUGER CAST PI I F
I o REFER TO DETAILS
5HEAR WALL 1`00TING (E� INTEKI 0 K
5CALE: 3/4" = 1'-0`
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED
1) Construction Set", DATED, SIGNED AND SEALED BY THE ENGINEER.
ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
ELEVATOR FIT DETAIL
SCALE: 3/4" I'-011
FKANG15LE 81, CMU
MA50NRY CONSTRUCTION
STEP
4" THICK 3000p5i
0 1\ fM REINFORCED refer to
plans
CONCRETE SLAB
(fran6jible)
14
(2) #55 CONT
3" MIN, PROTECTION -
DISCONTINUE STEEL MIN. 3"
f ROM TPAN51TION CAP - refer
to TYPICAL PILE @ PILE CAP
detail sheet 5-3 (similar)
F4
refer to fRANGlBLP\ WALL DETAILS
(sheet 5-
10) for masonry
I
construction specifications
4" thick 300OP51 CONCRETE
SLAB - FiBERME511 REINF. -
PPANG15LE - SAW CUT into
5'x5' max, SECTIONS - refer
to plans for cut locations
.1
#5 LAP STEEL
G" MAX. EMBEDMENT
. .. ....
I
I 5"cleop x 12"
3OOOp5i CONCRETE
0 0
MONOLITHIC FOOTER
Gmil V15QUEEN VAPOR, BARRIER
FILL (56% max, cen5ity)
12
over TERMITE TREATED COMPACTED
TRANSITION CAP
(beyond)
AUGER CAST
FILE (beyond)
fOUNDATION '5ECTION
SCALE: 3/4" 1'-01'
4" thick 3000p5i CONCRETE
SLAB - ff IBEKMESH PEINF. - CONCRETE COLUMN
or MA50NPY WALL
FRANGIBLE - SAW CUT into
5'x5' max. SECTIONS - refer (lbeyonci)
to plans for out locations
1,/2" UCE55
+
"FAVff R DRIVE
Gmil V15QUEENVAPOR EAF�KIrK_��
over TERMITE TPEATED,CQMPACTLD
FILL (56010 max. density) 0
18"deelp x (2) #5'5 CONT.
12"
31' MIN. PROTECTION -
3000p5i CONCRETE
MONOLITHIC `OOTEP D15CONTINUE STEEL MIN. 3"
FROM TRANSITION CAP - refer
TRANSITION CAP to TYPICAL PILE @ PILE CAP
(beyond) detail 5heet 5-3 (51MIlar)
'0 0
AUGER CAST
PILE (Ibeyond)
IFOUNDATION SIECTION CF
5CALE: 3/4" = I'-011
"VAPOR BARRIER" SHALL BE
6mil VISQUEEN (or equivalent),
UNLESS NOTED OTHERWIS
E.
0 1
�71 jqq�
tliiild
APPLY VVATEKFFOOf ING TO
�A50NRY WALLA MINIMUM 12"
ABOVE ADJACIfNT `INI5H GRADE
NOT PFQUIPED WilffRE FLOOR
ELEVATION 15 01 OR MORE
ABOVE FINISH GRADE
-j
[�
4" thick 300OP51 CONCRETE
SLAB - FIEERMESH PEINF.
FRANGIBLE - SAW CUT into
'j,
5x5' max. SECTIONS - refer
refer to TYPICAL WALL SECTION
to Fan5 for cut locations
(5heet 5-10) for masonry
construction 5peelfirabon5
r %VA IA K R K"
clea fill N
rl te,,,
22" x 24" deep FOOTING wl (3 #5'5
CONT, (top * bottom) $ #3 STIPRUFS
STANDARD
@ I G" O.C. - TYPICAL at ALL SIHEAR
HOOK
WALLS ELEVATOR WALLS
2 2
3" MIN. PILE
N
TYPICAL AUGER CAST PILE
P f f ER TO DETAILS
EMBEDMENT
5 M EAR WALL f 00T11 N G
5CALE: 3/4" = I'-0i'
EXPANSI�JN N I
per contractor
F7
EXTERIOR
5" THICKENED EDGE
/,v/ (1) #5 ront.
4`
franopble SLAB
P. J
A�'D,�
MASONRY 511EAKINALL
refer to TYPICAL WALL SECTION
(5heet 5- 10) for Ma5cnry
construction specifications
22" x 24" deep FOOTING w/ STANDARD
HOOr
(3) #5'5 CONT. (top * bottom)
* #3 5TIRPUP
5 @ I o O.C.
TYFICAL at ALL SHEAR WALLS
ELEVATOR WALLS
4" thick 3000r5i CONCRETE SLAB -
EXPAN51ON JOINT FIEEPME511 REINf. - FRANGIBLE -
per con SAW CUT into 5'x5'rnax, SECTIONS
rel`er to plans for cut locations
N
TYPICAL FOR ALL FRANGIBLE SLA55
tractor
4" franciibl
@ - 14'- 10" D. f. F,,,
a
q!e''yi �Ite 3" MIN. PILE
"ArdF, bAkkiER
Gted, C'jjrarxiky 22" �NT
;fv
EMPEDIVE
TYPICAL AUGER CAST FILE
P Ef ER TO DETAILS
5HEAR WALL MOTING TRAN51TION
5CALE: 3/4" I'-011
4" frangibl 5LA5
@
8,
I�ARKI ER a
rlea ntermite
tj��eateb, 4ra"riql"ar, fill �j I
11 1, , ,
Clc"
�BA T�LL)
APPLY WATERPROOF ING
TO MA50NPY WALL
PRIOR TO DACKFILUNG
6" THICKENED EDGE
wl (1) #5 cont.
MASONRY KNEE WALL
(P ETAI N! N G WALL) wl ( 1
0 #5 vert. IN GROUT
7 FILLED CELL @ 32" o.c.
#5 LAP STEEL
G" MAX. EMBEDMENT
4" frariiilble 51-AD
(g)
cmil V _-),)Ftl� VAPOR EARPIER
ov�r I ERMITE TREATED COMPACTED
0 0 5% rnax, den5lty)
f ILL (e�
N- I—— -1'
I b'deelpx 12"
(2) #5'5 (3" MIN. PROTECTION) I . I- . I . I
DISCONTINUE STEEL MIN, c i ; . , V 3OOOp5i CONCRETE
TRANSITION CAP - refer to TYPE MONOLFHJC FOOTEP
@ PILE CAP detail 5heet 5-3 (51MIlar) 12" TRANSITION CAP
(2) #515 SHALL BE CONTINUOUS (beyond)
AT ALL SHEAPWALL FOOTING5 -
refer to plans for locations
AUC EP, CA5�
PILE (beyond)
fOUNDATION 5ECTION
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PROJECT NO.
18-022
CONTRACIOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
SCALE: 3/4" = P-Olt
SHEET
S-9
CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION.
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.
EXTERID
ACE OF WALL
STUCCO RETURN
2XG P.T. AT HEIGHT OF DOOR El D
SET 112' INTO OPENING
1/2' X Go EXP. ANCHOR WITH
GARAGE DOOR HARDWARE MINIMUM 2oO X 1/8' WASHERS
AT 12'O.C. AND 6' AT ENDS
TRAC:K BRACKETS TO PT BUEK
7' HIGH DOOR: 5-3/8o X 1-7/8' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
8' HIGH DOOR: G-3/e, x 1-7/8' LAG SCREWS WITH WASHER
HEADS, SPACED AS REQUIRED BY MANUFACTURER AT EACH SIDE.
E- A I I
1
1/2 X E
M, IMUM
WEATTIEK-PROOfING, A5 KEQUIRED BYTHE
AT ALL OPENING5 - PEfEK TO
fE3C, TYPICAL
ARCHITECHURAL PLAN5 fOP, DETAIL5
WINDOW
FRAME
x x 3"
3"
TAPCON
GLASS
2x P.T.
BUCK
JAMB DETAIL
ow
%
WINDOW 2x F,T.
FRAME 15LJCK
/4" 3"
GLA55 TAPGON
HEADER DETAIL
7, T,211�
BUCK/FRAME ATTACHMENT
2X (MAX.) P.T. WINDOW BUCK
FASTEN TO C.D.5. w114`x2 J" MIN.
TAPCON5 G" MAX, FROM ENDS AND
12" OYC MAX. (TYF. TtlFff SIDES)
lx (MIN.) P.T. WINDOW BUCK
FASTEN TO C.13.5. vvl 3/c`xZ/4" MIN.
TAPCON5 G" MAX. FROM ENDS AND
12" O/C MAX, (TYP. TtIPEE 51DE5)
OPTIONAL FASTENING (WINDOW III DOOR)
OPTIONAL FA5TENING; Y4"x3` MIN.
TAPCON5 TIIRU f RAVE, 15UCK it INTO
C.13.5, (12" MIN. EMBEDMENT).
TAPCON5 REG'D AT EACH SCREW
LOCATION PP
OVIDED
5YMANUfACTURf R
"DETAILS ABOVE DEPICT Tll OPTION"
FffffERTO ARCHITECTURAL PLANS FOR
fURTliER DETAILS
DIJCKATTAC�IMIFFNI DETAIL5
5CALE: riot to 5cale
PRE ENGINIEEPED
woOD TRU55
5 NAILS (OF I
MUST 5E INSTALLED
INTO TRUSS SEAT
_ kINTO Tl,,U.55 SEAT
CONCPfTE OR
BLOCK DEAM
1�', .71
IMP50N IIETA20
CON N ff CTOR DETAI L5
5CALE: NOT TO 5CALE
12" PILASTER BLOCK COLUMN wl (4)
#5 VERT. IN EA. CELL. LAPPED @
fOOTING AND EXTENDED INTO TIE
BEAM. FILL wl 3000 P51 CONCRETE
(P Ef EP TO PLANS fOR 5PECI f IC
LOCATIONS)
DOUBLE FILLED CELL MASONRY
COLUMN wl (1) #5 VERT. IN EA.
CELL, LAPPED @ fOOTING AND
EXTENDED INTO TIE1BOND 13EAM
FILL W/ 3000 P51 CONCRETE.
(REFER TO PLANS FOR SPECIFIC
LOCATIONS)
'ILLED CELL MA50NRY COLUMN W/
-LL. LAPPED @
(1) #5 VERT. IN Cf
FOOTING AND D(TENDED INTO
TIE/5OND BEAM. FILL W/ 3000 1`51
CONCRETE. (Pffff TO PLANS FOR
SPECIFIC LOCATIONS)
12" f ILLED CELL MA50NPY COLUMN
W/ (2) #5 VERT. EXTENDED CELL.
LAPPED @ FOOTING AND EXTENDED
INTO TIf-15OND 5EAM. FILL W/ 3000
P51 CONCRETE. (R.EfERTO PLANS
.SPECIFIC LOCATIONS)
COLUMN DETAIL
5CALE: 3/4" = I'-011
ff I LLED CELL5 5HALL DE LOCATED NO ff URTHER APART
THAN �8` O.C., UNLE55 5PECIffICALLY DIMEN51ONED
CO �ITE LINTEL
or CONCRETE EAM
M
AP VERT. S -
CORNER 4'' MIN
MINIMUM OF 24"
�_OPEN FOR T_
C& 5 �El IN FILLED
[COLUMN ItD_.) WINDOW
N07E: POUR SOLID 8" DEEP
(MIN) a EACH IN
C ST WI I [�W SILL
PREuAST A -CR SILLS
PAY BE USE
POURED ILL
XISTING VERT.
TEEL & STANDARD
H OK A Mill
48 BAR DIAMET RS
SE POU RED ILL
LAP VERT
STANDARD
I
I M T S
ZD
E R
A
-60NC A
5E,
Iff-L
EI
4
MANGIELE
TYP G` max
8" c M . U.
MA5 ONRY WALL
..... . ....
LVNO IJADPER TYPE1
HORIZONTAL
11REINFORCEMENT 4
#5 IN FILLED �ELL
OLUMN @ 4,811 O.C.
. .. ... .. ...
.. ... ... ... ... .. . max. AT OPENING5
LLED P ffC 5T * COLUMN5
-S . .... ..
CRETE LINT L I
J_
T ---
FLOOD VENT
1111
TYP. G` ma
A.-J_
embecimen
V
co
FkANGIBLE POOTING
ch5continue 5teel @
TRAN51TION CA tran5ition cap5
1 G" AUGEP PIL
ID A
fNtANGIBLE WALL DETAI L
5CALE: not to 5G,11e,
REFER -1 () �,Kc"j 1 L)RAi, OKAVM�GS r0r,
ROOFING, UNDEKLA
SPECIFICATIONS. 5HEATIHING511ALL131
ATTACHED TO ROOF Tk wl 8,J R I N G
'U55E5
SHANK NAII @ 0' oz_ EDGE 4 FIELD.
51MFN_k% 5_�101�0
Il
�iv rL15
typical at a I trl.155C
urle55 noted oth�rwi�,e
7
6N28" (31-COUR51f) 5OND
2
+ �DEAM (1) #5 ,,t. TOP
s DOTTOM - PRECAST
LIN-1EL AT OPENINC5
HiTECTURAL-
0 APC
ref-r to 5cl it dOtaII5
FLAN FASCIA, 50fffli
$ W1 EDGE DETAILS
MA50NPYWALLw/
56ja� LADDER TYPE HORIZONTAL
RF1NfOR'CffMffNT AT EVERYOTHER
OUP5E N G` O.C.) $ #5 vert. IN FILLED
C
CELL COLUMN AS INDICATED ON PLANS
ALL ENCLOSED SPACES BELOW THE BASE FL
COD
ELEVATION SHALL BE PROPERLY VE�TED
IN
ACCORDANCE WITH FBC REGULATtONS - USE
CAST-CRETE 81.18 PRECAST CONCRETE LINTELS (or
equivalent) AE30VE ALL REQUIRED FLOOD VENTS IN
MASONRY WALL APPLICATIONS - REFER TO
ARCHITECTURAL DRAWINGS FOR VENT LOCATIONS
. . ....
I
CONCRETE TIE BEAM
-7-
TONAL (1) #5
ADDI
24"X24"x#5_
_Z C 12" 0 C
CORNER each side
4" YIN
LAP CORNE SEA R S�
W/ (1) #5
L_ ___L
_,O,ma�x A I T
A
VI
#5 VERT. IN FIL
CELL COLUMN (typ.)
WINDOW OPENING
DEMONSTRATED
—DOOR OPENING IS
MASONRY ROUGH SIMILAR (no sill, etc.)
I OPENING REFER TO I
;:LL
FORM -POUR 8"x8" (r6in.)
) #5
CONCRETE
CONCRETE SILL w/ (1
BLOCK WALL or AL C.M.U.
CAST-CRETE MASON
PRECAST RY WALL
SILL (or equal)
LAP VER . TEEL &
STANDARD K A
4" MIN MINIMUM OF 48 BAR 4" MIN,
-7-L 4'r--L-T- DIAMETERS 0"min.)
L .....
K A
"" '4
VERT STEE
NDARD H 00
"M OF 48 BAR
ETER S 30" M in
CONCRETE TIE BEAM .. . ..........
FOUNDATION or
CONCRETE BEAM (below)
j
TYPICAL WINDOW
OPENING DETAIL
5CALE: NOT TO 5CLAE
CONDITION #1: STRAP IS Do 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 l ANCHORED TO WALL WITH (3)
1/41x2-1/4' (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: USP-RT 1 (51 12 MAY 15E 5UB5TITUTED
WITH 5IMP50N HT5M I G AT ANY LOCATION
)7 (3) 1/4' X 2-1/4' TAPCONS SPACED
V
ENLY AT LEAST 2' FROM TOP
5TRAF M15ALIGNMENT REPAR
5CALE: hOt tO 5CaIC
DOOR /WINDOW OPENING
/DROPPED HEADER
TO 5CLAE
#5 BAR
(TYF.)
#5 CORNER DAR wl
24" LEG
COLUMN DELOW
— — — — — — — — — —
7 — — — — — — — —
45 DEG. MITER CUT
PFECA5T LINTEL
CORNER
PRFCAST LINTEL
C 0 k),NER DETAIL
1 1-011
5CAL�: 3/41
REFER TO ARC111TECTURAL
PLANS FOP, INTERIOR , 4o
EXTERIOR WALL fIN15HE5
of �—NLLED CELL COLUMNS SHALL BE
I
j LOCATED MAX. 4'-0" O.C. t ...
a) EACH 51DE OF ANY OPENING
b) AT ALL CORNERS
r) AT ALL WALL ELEVATION CHANGES
AS INDICATED ON PLAN
#5x50` REDAR LAP 30"vvl
//—flLl CELL COLUMN STEEL /01
GYP. CKIfTE.OVER 314" T*G PLYWOOD 5U13FLOOR
A F-I ACN wl #6,, 1 3/4" WOOD 5CFEW5 (min.) @
G` o c. EDGE � 12" o.c. FIELD - FfFEP TO
ARCHIFFECTURAL5 FOP fLJPTHff F, SFECII'lCATION5
\vTYPICAL FOR ALL Su5rLOCPING ATTACH ME NT
L
J
2x r.T.1 C�V"%
8N24" CONCPfTE TIE 5EAM--/
w/ (2) #5'-, TOP * l F'RE ENGINEEPI FLOOR
0 C
d #3 STIRRUPS @ Z' O.C. TRUSSES @
TOP @ +0'-0` Fini5h Floor
i
REFER, TC ARCHITECTURAL
I PLANED FOR INTERICR4�
EXTEFJOF WALL `11\15I1E5
TYPICAL MA5ONPY CONSTRUCTION
(a5 &eEcribej jl�cvc - typical at,
5HEARWAL15) - ANY MA50NPY
CONSTRUCTION 5ELOW THE LPSM
NOT ASSOCATED WITh A
SITEARWALL SMALL EE FRANGIDLE, AS
DETAILED DELOW
ALLOWED L�15M
I G.50'NAVD
C\ , i
lobity fim5h floor
-LAP VERTICAL STEEL
A MINIMUM Of 46
15AP DIAMFTER5
04
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FIBERMESH - fi - --cC 72 r4
SAI x5max. 5ECTION5
i <
re 5 for cut ccation5 0
'U�
STANDARD
� Q-.,- : I I -",
HOOK
I G" AUGER,-CA5 T PI LE Smil VISQUEEN (or equivalent)
24'5CJ. TPAN51TION CAP IER & TERMITE
refer to plan5 s Lieta,15 TREATMENT REQUIRED UNDER ALL
INTERIOR SLABS & FOUNDATIONS
TYPICAL WALL 5ECT101"i
AR W
5CALE: 1/2" 1 -01'
1�1'5_ 10)
4" thick 3000psi CONCRETE
5LA5 - FIf3fR_ME5l1 FEINF. -
FRANG151-If - SAW CUT into
5x5' max, 5ECTION5 - refer
to plan5 for cut location5
4" STEP
cleon termil:p t�a�e(� _�Iranular filf
TYFICAL SLAE3
5CALE: 3/4" = I'-011
8N5" THICKENED EDGE
�<,
'l`R.ANGl5Uf*
TRAN51TION
+.4
li,4
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PROJECT NO.
r I
js-n�
SHEET
S-10
11111 NIPPON will
NMI, M11
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.
U2 _ 7
2 0 2 /1
2 2
(D 2 2 0
2 2
z-
ROOFING
ROOFING MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS REQUIREMENTS TO MEET THE SPECIFIED DESIGN
WIND SPEED UPLIFT REQUIREMENTS.
ROOF ZONE
POSITIVE
NEGATIVE
& FLOOR
PRESSURE
PRESSURE
Zone I — 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 & CLI-ADDING
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.
POSITIVE
NEGATIVE
WALL ZONE
PRESSURE
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
CONTRAC�OR SHALL COORDINATE ALL DETAILS AND
ELEVATIONIS WITH ARCHITECT PRIOR TO CONSTRUCTION.
ARD
STAN
HOOK
.. ...... .. ..... .. ... . ...
4" fran ible LA6
--dj—ran-&�Ie LAB
L
T
B.f.f.
p-O"
T"-"--- 7
TOP of [3EAM
... ... . .. .. @ -12-0 15Y. f.
�TANDAP
D
HOOK
STANDARD -4�
HOOK
22" x 24" deep FOOTING wl (3) #5'5
CONT. (top * bottom) * #3 STIRRUPS
O.C.
@ I G - TYPICAL at ALL SHEAR
WALL5 4 ELEVATOR WALLS
22" x 24" deep F00JING wl (3) #5'5
CONT, (top * bottom) a #3 STIRRUPS
@ I G" O.C. - TYPICAt at ALL SHEAF TRANSITION
WALLS ELIVATOR WALL5 -STEEL Q #5'5 e 24"
24`x3G`x24` 1,51.
--2... .......
T -1-1 =1111... -�
TYPICAL 3" min. PROTECTION
FOP ALL Rf INPOPCEME �T STEEL
TYPICAL AUGER C45T PILE 0. 00e
---- PIEPER TO PETAII-5
5 H EAK WALL FOOTI N IS
PATIO SILAS
TOP @ -O�-9` S.F.f.
(23.25 N.A.V.D.)
TRAN51TION
5CALE: 3/4" = P-011
REFER TO ARCHITECTURAL
POP HANDRAIL-5
FDRAWINGS
AND GUARDRAIL DETAILS
AND SPECIFICATIONS
FORM-POUP CONCRETE
'..-'.Up
".No FETE
5 5T 15 'PER To PLANS
TEP5 - RE f EP TO PLANS
IL,
DETAILS TH15 SHEET
5INGLE FILLED CLI I
COLUMN W/ (J) #5 vert.
vrt
PEfFP TO ARCHITECTURAL
rtypical)
I�DFAVONG5 FOP TREAD AND
RISFIR DETAILS
j
LANDING
EXTERIOR 5T
5CALE: 11211
\I— DOU13LE FILLED CELL
COLUMN wl (2) #5 vert
(ONE IN EACH CELL)
STEPS
—201-1 oill
EF5 PROf ILE
SINGLE FILLED
CELL COLUMNS I G`x 12" clear FAD `OOT[NG w/
W/ (I ) #5 vert. (2) #5'5 (loncj direction)
5"x 12" MIN. deep CONCRETE
BEAM (above) wl (4) #5'5 -
RE PER TO SECTION FOR DETAILS
LANDING
ZATIO
(A I BCV�:,
FRANGIBLE I�OOTII,l
2) #5',,
?
L
I G`x 2" ceolv EAD FOOTING w/
(3) #5'5 (long f�irection)
I G`x6` WIN. bet.p CONCRETE
15EAM (above) w/ (4) #545 -
REFER TO 51CTION FOR DETAILS
TYPICAL DOUBLE ffILLED CELL
COLUMN5 w/ (2) #5 vcrt.
-13'-011
STEPS
20'- 1 Oil
EXTERIOR 5TEP5 fOUNDATION
5CALE: 1/2" = P-011
REEEP TO ARCMITECTUKAL
DRAWINGS `OK LANDING
DETAILS * SPECIFICATIONS
LANDING
Acep, PAD
F5'5 (long
FRANGIBLE LANDING * NNAL
5TEFS - NON 5" Rl,jCTURAI-
fOPM-POUP, Al 3RACT per
CONTRACTOR
LANDING BEAM (typical)
PATIO SLAB (beyond) Six 12" MIN. deep CONCRETE
TOP @ -0'-5` 5.r.f. BEAM / (4) #5'5 � #3
wl
(23.25 N.A.V.D.) STIRRUPS @ 12" o.c.
#5 BOTTOM STEEL @ 8" o.c.
HOOK 10" INTO BEAM
7-
2500 PSI min. CONCRETE
/--9Tff5
POOL SHELL
by cythei-5
REfffF TO SECTION
LANDING
PEFfF TO ARCHITECTURAL
DRAWINGS FOR TREAD AND
RJ5ER DETAILS
#5 150TTOM STEEL @ 5" 0,0.
(2) #4'�q (G" 5EFARA-dob)
TYPICAL AT EACH TREAD
0
#3 TIE BAR (typical)
T
I GN 12" MIN. deep
CONCPETE BEAM w/ 14) #5'5
#3 5TIKRU75 @ 12" o,c.
SINGLE FILLED CELL—/
COULMN
(beyond)
(1) #5 vert.
DOUBLE FILLED CELL
COULMN �Ibeyona)
(1) #5 vert. EACH CELL
MASONRY 51FM WALL FILLED WITH
........
12N 12" deep PAID FOOTING
GFou T (1) #5 vert. EACH END—
wl (2) #5'r (long 6irection)
I 2`x 12" deep PAD POOLING
wl (2) #5'5 (ong dbi"5�tion)
TyFlCAL 3" min.
PROTECTION `OP ALL
7
e--1 Z—� Gil
RE INFORCEMENT 5-FEFL
Gl�
2FL
0
—5'341
I GN 12" deep PAD FOCI' LNG
W/ �3) #5'5 (long &irec�ion)
ff PANGIBLIF LANDINC FINAL 5TEP5 - NON 5TROCTUP��
ffORM-FOUP AT GRACE per COWRACTO
3.-811
LANDING
01
5TEP5
201- 0111--
TYPICAL PILE $
TRANSITION CAP
BEYOND
EXTERIOR
5TEP.53 '::7,FCTION
5CALE: 112" = I'-011
f I NAL TREAD BEAM
5N 12" MIN ' deep CONCRETE
15EAM wl (4) #5'5 4 #3
5TIPPUP5 @ 12" o.c.
#5 BOTTOM STEEL @ 6" o.c
HOOK 6" INTO BEAM
E
N do I
LANDING
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PROJECT NO.
18-022
SHEET
S-11
x 0 F LL
(2) 2.8 P.T. LEDGER FOR
T N
5TRINGERS - SECURE TO
RI CUPS 5
GYP-CRETE OVER PLYWOOD
Co N CRETE Ill
CONCRETE BEAM wl (2)
51-115FLOOR
4
1/4" TAFCON5 10 ox.
T A FCONS
TRU55 LED917P, REFER TO
TYPICAL WALL SECTION
T A E
R E AS
PLANS OK DETAILS TREADS RISERS per _XX
WOOD FLOOR TRU SE
A T T
ARCH�TEC
PC H E
�TT
BY OTHERS
AR IT EC T L
ARCH TEC U
A
REFER TO ARCH I rECTURAL
R FE To EC L
E R
VLj
URA
CONCRETE 15EAM REFER PLANS `OR D��U!3
F A 5 D A L
TO TYPICAL WALL SECTION
PLANS FOR DETAILS
.... . ..... .......... . ..
0 oo MAX
2x 12 STRINGERS @ 10 ox, MAX.
FINISH PER ARCHITECT
or BUILDER -
. .. .. .. .. ...
REfER To ARCHITECTURAL PLANS FOR
DETAILS - COORDINATE ` IN15h HE fGHT
./ARCHITECTURAL DRAWiNG
2xG JOISTS 9 1 G" O.G. MAX.
2xG JOIST (cle.t) -
�x6
NOTCH,5TRINGER AS
NECE55APY
DOLj5UF 2.4 TOP PLATE -
COORDINATE HEIGHT
"C w
ACH[TECTURAL DE51GN
2x4 PARTITION
I Oo c FRAMM C
BALLOON FRAME
TO 5TRNGERS
MA5ONRY5HEARWALL REFER
2e4 BEARING WALL
COUPLE STUD I
TO TYPICAL WALL 5ECTION 4
I o FRAMING
po,rt)
PA
2x4 F T
5
ICE wl ll*� 1
TAVC61
12" o.o. Mi
............... .. ... ... ... ... ... ... ... ... ......................... . ........... .. ... .... ... ... .. .. ... ... ... ... .. ... .. ... ... .. ... ... ... ....
. . . ........ . ........... ... ... ... . .... .. ... ... ... ... .... ... .. .. .. .................... . .................. ........................................................................ . ........
4' franR,l,le SLAB
B
INTERIOR 5TEP5 5ECTION low&
SCALE: 1/2" P-0"
CGNCPffTE3ffAVI PErER,
TO TYPICAL WALL 5ECTION
PLANS FOR DITAiL5
'RAINrIDLE MASONRY WALL
REFER TO TYPICAL WALL
5ECTION $ PLANS FOR DETAILS
TRZAD5 KEEPS Per ARCHITECT PIN15M
PEP, ARCHITECT or DUILDER - RfffzP TO
ARCHITECTURAL PLANS FOR DffTAU5
2x 12 STRINGERS @ 16"
FIN15H PER ARCHITE�7 or 15LJILDEP
- REFER TO ARCH�T ECTURAL
P[AN5 FOR DETAILS
COORDINKITE FIN 5" HBGHT�i
ARCHITEC-1URAL IPAWIN I
_77-
&G J�015T5 @ �1�0 o.l!'MAX.
2x8 LEDGER FOR
51FR�NGER5 SECURE TO
2�G LANDING FRAMING
GYP-CKETff OVER CONCRF r
9TIRUCTURAIL ',LAD
CONCRETE BEAM - RE
To TYPICAL WALL SEC
PLANE FOR DETAILS
CONSTRUCTION SET
CONTRACTOR SHALL COORDINATE ALL DETAILS AND
ELEVATIONS WITH ARCHITECT PRIOR TO CONSTRUCTION
4�4 P T P05T TO
LANDING (�Io,c)
I I
GYP-CFZfTE OVER PLYWOOD
5 UI5fL 0 OR
TRL155 LEDGER - PEP ff R TO -
TYPICAL WALL SECTION
DOUBLE 5TUD COLUMN
TO LANDING
PLANS FOR DETAILS
I
WOOD ` LOOP, TRUSSES
EY13THIER5
k\
FINISH PEP, ARCMUI ff CT or
�UIIDER
CONCRETE BEAM � RE f If R
- REf ER TO ARCHITECTURAL
TO TYPICAL WALL SECTION
PLANS FOR `�T
COORDINATE F NISH �_IJT
W,
PLANS FOR DETAILS
ARCHITECTURAL DR!AWN
W CS
2.6 BAND J015T�
�11
.�2�GJOIOT5S G'o.c MAX
2�5 LEDGER PC
5TRINGf RE - SECURE To
BEARING WALL f FAMINPG,
2.4 BEARING WALL
10 ox, FRAMING
DOU PLE 2�4 TOP ELATE
COORDINATE HEIGHT
A
2x4 P.T. 5POff wl
1/4' TAffCONS @
12'� o.., MAX,
2x4 P.T. CLEATS /-j '�-2�8 P,T. J05TTO F0RFIR5T STEP A SUPPORT LANDING
1/4"FARCON5mito FRAMING - RIF 1 0 APPROPRIATE OF PTH - REFER TO
FRANG113LE SLAB ACHITECURAL DRAIMNG5 FOR HE IGHT * FINISH REQUIREMENTS
INTERIOR 5TEP5 5ECTION--
5CALE: 112" = '-0"
2XG 11 G" O.C. M�xr
F FOP,
2x5 LEDGE
STPINGER5
2x 12 5TRJNG
2xb LEDGER FOR
STRINGERS
— — — 13ALLOON f_RAM_If_PAdP_,TITION
— — — —
2x4 BEAIP;JNG WALL
I G" o.c. FRAMING
DOUBLE STUD COLUMN
2x8 P.T. J015T TO FOP f I R5T STEP - 15ALLOON FPAME TO
SUPPORT LANDING FRAMING - PIP
NEXT LANDING
TO Al"PROPMATE DEPTH - REP EP TO
,AWING5 FOR
ACHITECURAL DR
hEIGHT FINISH REQUIREMENTS
INTERIOR 5TEP5 frRAMING lower
__!�CALF; 112" 1'-0"
2xG @ I G" o.�. MAX.
INTffPMEDIATq LANDING
6
x
(2) 2.8 P T, LVDGEP - ATTACH
TO MASONRY 511BARWAUL / �2)
114" TAFCONS @ I G' z. MAX.
MASONRY 5HEARWALL - REEF R
TO TYPICAL WALL SECTION
PLANS FOP, DETAILS
(2) 2xL3 ?,T. LEDGER -
ATTACH TO MASONRY
StIffARWALL W/ (2) 1/4"
TAFCON5 @ I G" o.c. MAX.
-,_�MASONRY SHEARWALL
- REP ER TO TYPICAL
WALL SECTION PLANS
FOR DETAILS
4x4 F.T. POST
SUPPORT `OR NEXT
LANDING
CONCRETE BEAM
PEfEP TO TYPICAL
WALL SECTION *
PLANS FOR DETAILS
(2) 2x5 F.T. LEDGEP FOR
5TRI NGER5 - SECURE TO
CONCRETE BEAM wl (2)
1/4" TARCON5 @ I G" o.r
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 rLYNOOD
SURE LOOR
WOOD FLOOR
TRU55M 13Y
A
OTHERS
CONCRETE BEAM REFER-
2x 12 STKINGfR5 @ I G,
TO TYPICAL WALL SECTIO
PLANS FOR DETAILS
MA50NPY 5HEARWALL - RE PEP,
TO TYPICAL WALL SECTION A
PLANS FOP DETAIU�5
2�6 JOISTS @ I G MAX
(2) 2x8
(2) 2x8 P.T. LEDGER - ATTACH
TO MASONRY 5HEAPWALL wl (2)
/W TAPCONS 10- ox MAX,
DOUDLF STUD COLUMN
(fro. landirg belo.)
"�l -1 �,
SECURE TC I'
(2) I/4`TAPC')l
PAL) CONCRETE 5TRUCTURAL
'3LAP
TREADS A R[51!R� Per
ARCHITECT FINISH�iliR
_XX
AKC[HITffCT or BUILDER
�L
RE TER TO ARCHITECTURA
PLANS POP, PEIAIU3
�
�r EA
PS 'e' — \
H`PRILL
_TURAL
't7AIL,
SIMPSON G�2 (.,r
\
5DS
13CAMRtPER
TO OlPICAL WALL SECTION
5UPPMr, FrlrCAL
�AC
t FLAN5 FOR DETAILS
AT
AT EACH STRINGER
2�G 15ANDJOI57 rlie�t) -
NOTCH �TRNGTR �5
NECE55AR.Y
PER ARCHITECT or BUILDER REFER TO
TREADS RISER' per ARCHITECT FINU�H
ARCrflTtCTURAL PLANS FOR, )EFAIL5
2� 12 5TRINGER5 @ I G� o c. MAX
PEP, ARCHITECT or BUILDER
REFER TO ARCMITECTURAL
PLANS FOR DETAILS
COORDINATE FIN15H HEIGHT /--\
ARCHITECTURAL DPAWING5
TYPICAL MASONRY WALL
PEPE R TO TYPICAL WALL
5ECTION t PLANS FOR 2�� J06TS 5 1 G� MAX.
DETAILS
(2) 2�5 F,T. LEDGER -
ATTACH TO MA50NKY
5HEARWALL (2) 1/4"
TAPCON5 @ I A' MAX,
- - - - - - - - - - - - - - - - - - - - -
, 0 - , .
"t
CONCRETE STRUCTURAL I " �
SLAB - efer to pl.,� 4 d�E�115
CONCRETE BEAM - REFER
TO TYPICAL WALL 5ECTION
e PLANS FOR DETML5
—2,,G LEDGER POP
5TRINGIR5 SECURE TO
2xC, LANDING FRAMING
2� 1 25TRiNGIFR5 @ I C,
olo. MAX
2x P T. FIRST R15EP - RE
TO REQUIRED DEPTH
2�4 F.T CLEAT - SECURE
TO EPOCTURAL SLAB �/
114" TAFCON5 @ 12� r,,c.
CONCRETEDEAM REFER
TO TYPICAL WALL SECTION
PLANS FOR DETAILS
INTERIOR STEPS 5ECTION upper
SCALE: �/2"
GYP-CRETE OVER PLYWOOD
5LIBIFLOOR
TRIJ5SLEDGER REFFPTO--,�
IYPICAL WALL SECTION k
RLAN5 FOP DETAIU3
WOOD r LOOR TRUSSES
BY OTHERS
X�
CONCRETE BEAM RErEP,
To TYPICAL WALL SECTION
FINISH PER ARCHiTECI or BUILDER
FLAN5 FOR DETAILS
REFER TO ARIr!fTEITURAL
ETAIL5
COORDINN
PLANS �OR D'
rf F[Nf7h
ARCHITECTURAL DRAWINGS
2,�G BAND JOIST
218 LECGCP FOR
5TR]NrER�- 5ECU�R�ff TO
15EARING WALL FRAMING (2) 2�6 LEDGER
�FPANGOLE MA50KRY WALL
PETER TO TYPICAL WALL
5ECDON PLANS FOR DETAfl-5
PA lffil
(2) 2xb F.T, LEDGER -
ATTACH TO TYPICAL 24 @ I G' ac, MAX,
MA5CNRY WALL w/ (2) 1/4" NTIfPMEDIATE LANDING
TAPCON5 @ I G" oz. MAX��
. L
\14A
�N D�N G
THESE PLANS ARE N
OT FO
CONSTRUCTION UNLESS STAM ED
"Construction Set", DATED, SIGN D AND
SEALED BY THE ENGINEER. LL
CONSTRUCTION SHALL BE IN COMPLIANCE
CONDITIONS AND CONTRACT DOCUMENTS.
WITH ALL JURISDICTIONAL PERMITS,
r)OU5LF 5TJC COLCMN
(fror, EnJnj beloM
4�4 P,T PCX�T
(fronr laneiln� Pelovv)
INTERIOR 5TEP5 5ECTION
SCALE: 1/2" 1 -0"
2x(
NT�MEDWTE
@ 10' o C
MN�
I.ANUING
2x 12 STRINGERS @ I G"o.c. MkX.
2xG LEDGER FOR
5TPINGER5
1�_2x4 CFIFFLE WALL
I Or o.c. FRAMING
2x12 -1 TRINGER5
2x4 F.T. SHOE
G c .6. M AXX
r
5TFUCTUkAL SLAB
5TRUCTUKAL5LA5:
54TTo
(front balco N)
LANDING - PEPEPTO
LOWER BEAM, PLAN.
CONCRETE BEAM
FEEff R TO TYF[CAL
WALL SECTION
PLANS FOR DETAILS
INTERIOR
STEF5 fKAMING u
...............
SCALE: 112" 1 -0`
EXTEND LEDGER
INGEK
ATTACh 5TR
DOUELE 5TUD COLUMN
fl om an6mci Lclow
_1 ov,
2xG SAND jOI5
2xL`) LFIDGEP
SIMPSON CA2�\
-AT
`PAMlt�G ANGLE
EACH STRINGER
-LIF LANDING—\
BUILT
REFER TO SECTION
DETAIL
CONCPETE BEAM
REFER TO TY"ICAL
WALL SECTION
PLANS `OP DET
AILS,
5TRUCTURAL 5LA1.3
LANDING KfffF TO
UFFER BEAM PLAN
Lo
NJ
Zf
��(2) 2x5 P.T. LEDGER -
ATTACH TO MA50NRY
5HEARWALL W/ (2) 114"
TAFCONE, @ I G` o.c. MAX.
4x4 F.T. POST
from lanelini 19clow
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PROJECT NO.
18-022
SHEET
S-12
u�
4
I
&EMMIUMM1%
ABV.
ABOVE
H.C.
HOLLOW CORE
R.O.
ROUGH OPENING
ACOUS.
ACOUSTICAL
HDWD.
HARDWOOD
RWD.
REDWOOD
ADJ.
ADJUSTABLE
HOWE.
HARDWARE
R.W.L.
RAIN WATER LEADER
AL.
ALUMINUM
HGT.
HEIGHT
S.C.
SOLID CORE
APPROX.
APPROXIMATE
HORIZ.
HORIZONTAL
SCHEID.
SCHEDULE
SO.
BOARD
I.D.
INSIDE DIAMETER
SHT.
SHEET
BLDG.
BUILDING
INCAND.
INCANDESCENT
Sim.
SIMILAR
BLK.
BLOCK
INSUL.
INSULATION
SQ.
SQUARE
1301
BOTTOM
INT,
INTERIOR
SST.
STAINLESS STEEL
CAB.
CABINET
JT.
JOINT
STD.
STANDARD
CER.
CERAMIC
LAM.
LAMINATE
STL.
STEEL
C.I.
CASTIRON
LAV.
LAVATORY
STOR.
STORAGE
CLR.
CLEAR
LOC.
LOCATION
STRUCT.
STRUCTURAL
COL.
COLUMN
MAX.
MAXIMUM
SUSP.
SUSPENDED
CONIC.
CONCRETE
MECH.
MECHANICAL
SYM.
SYMMETRICAL
CONN.
CONNECTION
MET.
METAL
T.C.
TOP OF CURB
CONT.
CONTINUOUS
MFR.
MANUFACTURER
TEL.
TELEPHONE
CTSK
COUNTERSUNK
MIN.
MINIMUM
T&G
TONGUE AND GROO
DECOR.
DECORATIVE
misc.
MISCELLANEOUS
THK.
THICK
DET.
DETAIL
M.O.
MASONRY OPENING
T.O.C.
TOP OF CHIMNEY
D.F.
DOUGLAS FIR
MTD.
MOUNTED
T.O.FR.
TOP OF FRAMING
DIA.
DIAMETER
MUL.
MULLION
T.O.L.
TOP OF LEDGER
DIM.
DIMENSION
N_LC.
NOT IN CONTRACT
T.O.P.
TOP OF PLATE
DN.
DOWN
NO.
NUMBER
T.O.PL.
TOP OF PLATE
D.S.
DOWN SPOUT
N.T.S.
NOT TO SCALE
TYP.
TYPICAL
DN3.
DRAWING
O.A.
OVERALL
U.O.N�
UNLESS OTHERNS1
EA.
EACH
OBS.
OBSCURE
NOTED
EL.
ELEVATION
D.C.
ON CENTER
VERT.
VERTICAL
ELEV.
ELEVATOR
O.D.
OUTSIDE DIAMETER
VEST.
VESTIBULE
ELEC.
ELECTRICAL
OFF.
OFFICE
V.G.D.F.
VERTICAL GRAIN
EQ.
EQUAL
OPNG.
OPENING
W/
VATH
EXH.
EXHAUST
OPP.
OPPOSITE
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PL.
PLATE
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WATER CLOSET
EXT.
EXTERIOR
PLAS.
PLASTER
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EXISTING
PLYWD.
PLYWOOD
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WINDOW
F.F.
FINISH FLOOR
FIR.
PAIR
W.H.
WATER HEATER
FLASH.
FLASHING
PRCST.
PRECAST
WSCT.
WAINSCOT
FLUOR.
FLUORESCENT
P.T.
PRESSURE TREATED
WT.
WEIGHT
FT.
FOOT/FEET
PTN.
PARTITION
SYMB.
SYMBOLS
FTG.
FOOTING
Q.T.
QUARRY TILE
AND
GA.
GAUGE
RAD.
RADIUS
ANGLE
GALV.
GALVANIZED
REINF.
REINFORCE
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AT
GL.
GLASS
REQ.
REQUIRED
CENTER LINE
GR.
GRADE
RM.
ROOM
DIAMETER OR ROUND
GYP.
GYPSUM
#
POUND OR NUMBER
H.B.
HOSE BIBB
P �A_Q)oTgu TUD9
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: 772-569-5505, FAX: 772-569-1455
CONTACT: David Knight, P.E.
EMAIL: david@knightmcguire.com
nA (K qU/ AWUOU/ A0 [ (Dy #
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
CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
GEOLOGICAL REPORTS.
A. THE TRUSS LAYOUT SHOWN ON CON
NATURE. HOWEVER, THE SUPPORTING
STRUCTION DOCUMENTS IS SCHEMATIC IN
SUPERSTRUCTURE
A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED
A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR
PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH
B. FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL
THE ASSUMPTION THAT THE FRAMING E
HAS BEEN DESIGNED UNDER
CHEME SHOWN WILL CLOSELY PARALLEL THE
BEAMS SHALL BE INSTALLED WITH CROWN DOWN.
APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS
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
OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION.
FINAL TRUSS MFG. LAYOUT. THIS FRAMING
SCHEME (DIRECTION OF TRUSSES, MAJOR G.T.
B. 31P MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE,
* FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST
TO CARRY OUT THE WORK IN ACCORDANCE NTH THE CONTRACT DOCUMENTS . THE
BEARING POINTS, ETC.) CAN BE MODIF
ED ONLY AFTER OBTAINING PERMISSION FROM
CONCRETE AND MASONRY.
ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS
OR OMIS81ONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR
C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED,
THEPRIME PROFESSIONAL OF RECORI)
MAKE STRUCTURAL REVISIONS ACCOROINGLY.
WHO MUST REVIEW PROPOSED CHANGES AND
C. PROVIDE 4"X4" POSTS OR (2) TX41" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS
B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY NTH SPECIFICATIONS AND
EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK.
APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES.
TRUSS DRAWINGS MUST BE SUBMITTEE
FINAL SIGNED AND SEALED ENGINEERING
TO THE ARCHITECT FOR REVIEW PRIOR TO
UNLESS OTHERWISE NOTED.
CODES AS SPECIFIED BELOW.
CODES:
0. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TOADISTANCE
POURING OF FOUNDATION.
D. ALL SUB -SILLS, OVER BF-01P IN LENGTH SHALL BE DOUBLE 2"X4'ps.
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL;
NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR
OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE
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'PX4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU
WOOD CONSTRUCTION: AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN
A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE
INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TEST(S) AND FIELD
PROFESSIONAL SPECIALTY ENGINEER F
EGISTERED IN THE STATE OF FLORIDA. TRUSS
OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED
SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL
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 ARCHITECT/ENGI NEER.
FABRICATOR TO PROVIDE PRE-FABRICA
TED 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 INSTALL
kTION OF WOOD TRUSSES AND SHEET METAL
F. ALL LUMBER IN DIRECT CONTACT NTH 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
OF NOT MORE THAN 12" AND COMPACTED AS ABOVE.
CONNECTORS SHALL 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 MANUFACTURERS DATE FOR APPROVAL.
THE PROJECT WAS DESIGNED IN ACCORDANCE NTH THE BUILDING CODE REQUIREMENTS
D. DESIGN SPECIFICATIONS FOR METAL
PLATE CONNECTED WOOD ROOF TRUSSES PER
SEAT.
FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON.
FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL
F ' TERMITE PROTECTION SHALL BE IN ACCORDANCE NTH SECTION 1816 OF THE FL
13UILDING CODE 2017.
TPI 1-2014; DESIGN SPECIFICATIONS FOI
i 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
CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND
TRUSSES PER PCT 80; HANDLING, INSTA
LLATING, 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 5-13/TMS 402-13). BUILDING
CONCRETE:
PLATE CONNECTED WOOD TRUSSES PER
BCSI 2013 EDITION
OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6PP MINIMUM. WHERE PAPER MEETS
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 NTH THE BUILDING ENVELOPE ENERGY
B PORTLAND CEMENT: ASTM C-150 TYPES I OR 11. LOW ALKALI, SILL TESTED AND CERTIFIE
F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS 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 ENGI
4EERED 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 BUILD IN
PERCENT.
SHALL BE IN ACCORDANCE WITH ACI 53(-13/ASCE
5-13rTMS 402-13, BUILDING CODE
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.
ACCORDANCE WITH ALL PROVISIONS OF THIS CODE.
REQUIREMENTS FOR MASONRY STRUCI
URES AND THE COMMENTARY ON BUILDING CODE
WINDOW AND DOOR OPENINGS.
C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE. AND FREE FROM ALL ORGANIC 0
REQUIREMENTS FOR MASONRY STRUCTURES.
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.
B. REINFORCING STEEL: LAP REINFORC
ING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE
GRADE, 4 PLY, INDIES 24/0, APA GRADE TRADEMARKED, APPLY NTH FACE GRAIN
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING
D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE.
IN WALL REINFORCING. LAP HORIZONTA
L REINFORCING A MINIMUM OF 18" AROUND
PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS
DOORS AND WINDOWS:
AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS
E. SAND: ASTM C-33 FOR SLABS ON GRADE.
CORNERS. HORIZONTAL BARS SHALL B
PROGRESSES AND SHALL BE EMBEDDE)
z TIED TO VERTICAL BARS AS THE WORK
IN GROUT. PLACING OF HORIZONTAL
J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF
A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS
JOB CONDITIONS:
F. FOUNDATIONS: INSTALL AS PER THE STRUCTURAL DWG'S, OR AS AMENDED BYTHE FINA
SM FORCING IN JOINTS OR MORTAR W
LL NOT BE PERMITTED EXCEPT FOR WIRE JOINT
THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY
MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL
THAN 1%" THICK OR BE IN COMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING
REPORT.
FORCING.
BE FULLY DRIVEN IN ALL HOLES IN
THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED.
NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING.
A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND
VAPOR B RRI : B E6 E.
C. FOUNDATION DOWELS� SHALL NOT E
E SLOPED MORE THAN ONE HORIZONTAL TO 6
K. DRAFT
B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN
OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS NTH THE
VERTICAL TO ALIGN WITH BLOCK CORE.
-STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN
ATTICS FOR AREAS OVER 3,000 S/F
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 SPECIFICATIO NO SHALL
OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST.
SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION.
1
DEVELOP THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 2 YS:
D. CLEAN OUT OPENINGS SHALL BE PRC
VIDED AT BOTTOM OF GROUTED CELLS. SEAL
BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE
SPREAD AND WALL FOOTINGS 3000 PSI
AFTER CLEANING AND INSPECTION,
L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL,
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
SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS,
G'LAZING 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 INDIVIDUAi
UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF
CHIMNEYS, FLOOR JOISTS OR TRUSSES.
FOOT-POUND IMPACT TEST
B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO
USE REGULAR WEIGHT CONCRETE.
MORTAR IN RUNNING BOND U.N.O. ALL R
EINFORCING STEEL SHALL BE MANUFACTURED
NOT SCALE DRAWINGS.
FROM HIGH STRENGTH BILLET STEEL CC
NFORMING TO ASTM DESIGNATION A-615 GRADE
SHOP DRAWINGS:
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 FOLLOWING
60.
INCLUDING ANY GLAZING WITHIN 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
LOCATION SLUMP MAX. AGGREGATE
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
FOOTINGS 4"tl" ASTM #57
F. ALL MORTAR SHALL 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 NTH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND
COLUMNS V±1 ASTM #57
A MINIMUM COMPRESSIVE STRENGTH 01
� 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR
AND COMMENCEMENT OF THE WORK.
ELECTRICAL SYSTEMS, ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND
BEAMS AND SLABS 6*tl" ASTM #57
STRENGTH IS REQUIRED FOR THIS PROJ
=CT.
E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE
CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN
FILLED CELLS Irti 11 ASTM #8 PEAROCK
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 BIOS OR CONTRACT NEGOTIATIONS. THE
TIE BMS & TIE COUS 5-±1" ASTM #8 PEAROCK
G. GROUT SHALL BE A HIGH SLUMP MIX i
8"A V) IN ACCORDANCE WITH ASTM
THE FLOOR OF THE TUB OR SHOWER,
CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS,
PILES r±1.1 ASTM #8 PEAROCK
SPECIFICATION C476 HAVING A MINIMUN
COMPRESSIVE STRENGTH OF 3,000 PSI, NO
C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS.
SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN
-R���.
TESTING FOR GROUT STRENGTH IS REQ1
ARED FOR THIS PROJECT.
F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF
COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION
SECTION AND DETAILS
TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7
DOCUMENTS.
A. ALL WORK SHALL COMPLY NTH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF
H. PROVIDE 9 GAUGE HORIZONTAL JOIN
- 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 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 AND
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 PC
URING OF THE FOUNDATION, 1 ST & 2ND FLOOR TIE
CODE.
B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL,
PLUMBING FIXTURES:
BEAMS. CONSTRUCTION SHALL BE IN ACUORDANCE
WITH THE "SPECIFICATION FOR THE
WORK NECESSARY TO COMPLETE CONSTRUCTION:
SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Y2")
"
DESIGN AND CONSTRUCTION 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 CONCRETE MASONRY ASSOCI
4XION.
TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE
A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE
FORMED CONCRETE BELOW GRADE 2"
UNFORMED BELOW GRADE 3"
A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION
PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, NTH A
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 1r2" CLEAR INSIDE
CLEAN UP / REPAIR:
SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Y2" CLEAR AT TOP (EXTERIOR)
A. WORKMANSHIP: WORK SHALL COMPL
Y WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE
THERMAL MOISTURE PROTECTION:
BEAMS 1 112" CLEAR TO STIRRUPS
EXACTING REQUIREMENTS ARE SPECIFIED
IN THE CONTRACT DOCUMENTS.
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, $OILING, PAINT
C. REINFORCING MESH QN-GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY
B. ALL STRUCTURAL STEEL SHALL BE FABRICATED
THE LATEST AISC CODE. STRUCTURAL S
AND ERECTED IN ACCORDANCE WITH
ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE:
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 CONFORM
FEEL SHALL CONFORM TO ASTM SPECIFICATION
TOASTM SPECIFIGATION
MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2.
CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT.
A-500GRADEB
MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2.
D. GENERAL BEAM NOTES:
(FY=46KSI). ALL STEEL TO HAVE A SHOP
OAT OF RUST INHIBITIVE PAINT. ALL SHOP AND
FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2.
B. 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.
FIELD WELDING SHALL BE PERFORMED BY
"AMERICAN
WELDERS QUALIFIED, AS DESCRIBED IN
VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY
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.
WELDING SOCIETY'S STANDARD
QUALIFICATION PROCEDURE, (ASW D1.1), TO
CONSERVATION ENERGY CALCULATIONS AS SUBMITTED.
MATCH ADJACENT AREAS AND SURFACES.
BEAMS.
PERFORM THE TYPE OF WORK REQUIRE).
ALL STEEL WELDING RODS SHALL BE E70XX
3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STIR. BEAM PER
ELECTRODES.
B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY
CLIMATE & GEOGRAPHIC DESIGN CRITERIA:
STANDARD ASTM BENDING DIAGRAM.
ARCHITECT/DESIUNER. INSTALLATION SHALL BE PER MANUFACTURER'S
4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (13" MAX.) TO FIT BLOCK WORK AND
RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE
A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(l), 'SUBJECT TO DAMAGE FROM'
WINDOW AND DOOR HEADS.
WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE
WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY
5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, AT WINDOW & DOOR HEADS (28" MAX. BEAM
COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT
HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK.
DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS.
OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD.
6) ALL ADDED LONGITUDINAL BEAM REINFORCING TO EXTEND 6" MIN. INTO SUPPORT U.N.O.
BUILDING CLASSIFICATION:
TWO STORY SINGLE FAMILY RESIDENCE
FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY
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 NOTESIDESIGN 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
MEAN ROOF HEIGHT
BUILDING CATAGORY
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
IS A CONT. LOAD PATH PROVIDED
YES
COMPONENT & CLADDING
YES
CODE EDITIONS:
Florida Building Code (FBC) 2017
National Electrical Code (NEC) 2014
L 'V
MAR 2 0 2019
Cou tv.7
STLucie n P"rmtt,��
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 URFD 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 CONSTRUCTIO
(ANSI/NFOPA NDS-2012, ASO, AF&PA).
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.
00
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—COVER SHEET
N/A - SITE PLAN BY ENGINEER
A200
'ERE
GARAGE LEVEL FLOOR PLAN
N
A201
1ST FLOOR PLAN
A202
2ND FLOOR PLAN
A21 0
ARCHITECTURAL I ST FLOOR FRAMING IPLAN
A211
ARCH. 2ND FIL FRAMING PLAN & UPPER ROOFJ
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
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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AIst Building Comments GS 3,12.2019
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Job No. 180201 i
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FL-0011105
GARAGE LEVEL DOOR
SCHEDULE
S ZE
MARK WD HIST
tD H
TYPE
NOTES
1
-
3 0
3'-0
89:-0
8 -0
FRENCH
16
8'-0"
i OVERHEAD GA�
3_2�4
4
8'-0' FRENCH
PVC JAMB
-0
�7 -0w EXT SWING
—5-
_3 �-O
7'-0" EXT SWING
PVC JAMB
6
2�15�_e_O"
6
FRENCH
7
2'-8-
8'-0' INT SWING (SC)
MIN 1 3/8w_THKSELF
CLOSER
8
2'-6-
8'-0' INT SWING (SC)
9
-Y--v
-9,-v INf SWING DBL SC
10
f4�
8'-Ow INT SWING (SC
11
C
-O� INT SWING,_(SCj_
12
2'-B'
8'-0' INT SWING (SC)
CLOSER sE
13
2'-8"
8'-0"
INT SWING (SC)
MIN 1 3/8- THK, SELF
CLOSER
14
-8
8-0
INT SWING (SC)
15
�-8
8 -0
INT SWING SC)
-0
INT SWING SC)
GARAGE LEVEL WINDOW
SCHEDULE
SIZE
HEAD HT
MARK
TYPE
NOTES
WD
HGT
ELEV
1
-00
8'-0"
SIDELIGHT
0"
2
2-0-
8'-0'
SIDELIGHT
S__
2'-8-
5'-6-
CSMNT
81-0.
4
2'-8-
5'-6-
CSIANT
8'-0"
__CSM_NT___I?�-0_
6
5.'m�F_6r-_6
ACSMNT
DOUE3LE___6'-C
7
4 _0_ I
5'-0"
FIXED OIJBLE�
9 �-Os
A
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1
-r'003
H5
16-110"
1-l-'-O-"--F-L-0.0,.R..-T-0-F-L-0�-0—R
UP 1 19 RISERS@ 6.95" EACH
11 " TREADS wl 1��ULLNOSE
41-011 9
LOBBY
20'-10" x 15'
TS
4
1 1112
c)
On
3'�10"
GARAGE
10'-10" c1g
49'-4" x 38'-10"
4'-4"
4'-4"
007
lar'
31'-0"
NpqiEl
0b,
REM
14'-6"
004
co EQUIP. TO BE ELEVATED ON
209
PEDESTALS/STANDS ABOVE
DFE (DESIGN FLOOD C14
ELEVATION) OF NAVD 16.4
S
216
E To BEELE VA
QU' P�TALSSTANDS
PEDE
DFE (DESIGN
ELEVATION) OF NA
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if
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BONUS STORAGE ROOM
9' cig
33'-2 x 14'-10"
A 1 214 (BELOW
WINDOW)
33'-2"
=TE
0 A
INTERZOFRFR�AMED WALLS �DN THIS �Z&
LEVEL TO BE CONSTRUCTED PER D3
ON SHEET A801 FOR BREAKAWAY
,44'-0"
WH
S RAGE
AREA BELOW
ELEVATED
DECK
NOTE: -
TO BE ELEVATED ON
PEDESTALS/STANDS ABOVE
DFE (DESIGN FLOOD
ELEVATION) OF NAVD 16.4
005
POOL
ABOVE
9
cm
up !?
co
GARAGE LEVEL PLAN
SCALE: 1/4" = V-0"
LIVING AREA CALCULATION
1) 1ST FLOOR LIVING 2581 SF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 338 SF
4182 SF
DETAIL AREA CALCULATION
1) 1ST FLOOR LIVING
2581 SIF
2) 2ND FLOOR LIVING
1263 SF
3) LOBBY
338 SIF
BALCONY1
55 SF
BALCONY 2
200 SIF
BONUS ROOM
747 SF
COVERED ENTRY
62 SF
GARAGE
1877 SIF
OUTDOOR LIVING
359 SIF
7483 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-1 1 INSUL
& MIN 1/2"GYP SO 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
_'il�5-MIN -2�OSPRAYAPPLID PENCELL �A
ED
NG
FOAM INSULATION AT GARAGE CEILING 4G
216 - 16"x8" WALL LOUVER FOR FLOOD VENTING
BOT OF VENT @ 8- A.F.F.
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 DFE
ARE TO BE DESIGNED & INSTALLED TO PREVENT WATER FROM
ENTERING OR ACCUMULATING WITHIN THE COMPONENTS
AND TO RESIST HYDROSTATIC AND HYDRODYNAMIC LOADS
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 DURIN
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
FLOOD VENT CALCULATION
81'x1 6" ENGINEERED FLOOD VENTS THAT
PROVIDE 200 SF OF FLOOD COVERAGE
GARAGE 1877 SF1200 = 9.3 = 10 VENTS
LOBBY & STORAGE AREAS 1085 SF/200 = 5.4 = 6 VENTS
BELOW POOL DECK AREA 1058 SF/200 = 5.3 = 6 VENTS
THE DESIGN OF THE FLOOD VENT OPENINGS WILL
mom
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
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
REVIRONS BY I DATE
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1st Building Comments I GS 3.12.2019
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Job No. 1802011
I ST FLOOR DOOR
SCHEDULE
SIZE
MARK
TYPE NOTES
I
HIST i
102
15'-0"
10'-0" 1
SILD GLASS OXX POCKEr SGID
103
6'-0.",
10:-0::
SLD GLASS
104
':20'-0
10-0 1
SLD GLASS OXXO
105
12'-0"
10'-0" 1
SLID GLASS OXX
106
2'— 6"
8'-0"
Pocket Door
107
2'-8:
8'-0"
INT SWING (SC)__
108
2'-6
8,-0"
Pocket Door
109
2'-8" 1
8'-0"
INT SWING
110
2'-8"
8' —0"
INT SWING SC
ill
2'—E
1::
8'-0:
ISC
INT SC
112
2-8
8-0
_SWING
INT SWING SC
113
5'-0"
8'-0"
INT SWING DBL (SC)
114
2'-8"
8'-0"
INT SWING SCI
115
2'-6"
8'-0"
INT SWING SC
116
2'-6"
8'-0"
INT SWING SC
117
2-8"
8'-0"
INT SWING SC
1ST
FLOOR WINDOW
SCHEDULE
SIZE
HEAD HT
MARK
TYPE NOTES
WD
HIST
ELEV
101
4'-0'
l'-6'
FIXED 4'-6" BETWEEN CAB'S, VERIFY HT.
102
4'-0"
l'-6"
FIXED 4'-6" BETWEEN CAB'S, VERIFY HT.
103
2'-6"
5'-0*
CSMNT 91-01,
104
2'—b"
5'-0"-
_CSMNT 9'_O"
105
2'-0"
5'-0"
FIXED 91-0.1
106
2'-0"
5�—O"
1 9'-0"
107
5'-4"
6'-0"
CSMNT DBIL 91-01, EGRESS, w/ FIXED GLASS BELOW
109
2'-10
5'-0"
CS11T 1'-0"
110
4'-0"
5'-0"
CSMNT DEL 91-01,
ill
5:-4:
6'-0"
ICSMNT DBIL 9'-0"
112
2-8
5'-0'
CSMNT
1 10'-0" w/ FIXED GLASS ABV
1;
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116
77
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4'-4"
Coffer C1
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2'-8" 1
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11'��
6-8"
L
LIBRARY
11, Clg
14'-6" x 12'-6'
7
14'-0" /'2p-6'
1
3 IV 16 10 ho
UPPER STAIR DETAILS
13'-0" FLOOR TO FLOOR
22 RISERS @ 7.09" EACH
1 V TREADS w/ 1" BULLNOSI/
/--OPEN TO �9
BELOW FD
8'-4"
LO
BALCONY
GUARD
6-2
PWDR
—107c—lg
1I
16'-0"
4'-8"
9
ICO2 OUTDOC I )R LIVING `4
9 ll!Clg
41) 15-10" x 23' BALCONY
GUARD
AOE01
L DINING
11, Cig
16'-8" x 11'
l.[" T-5' 4'-5"
6'-,
V
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24'-10"
SUN
SHELF
9
INFINITY
EDGE
1
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OPTIONAL
Coffer Clg 1111 l'-4"
25' x 23'-6"
POOL/SPA
25'-6"_
20'-6"
112
SPA
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ELEVATOR
2'-0"
21'47 '
. ...... . . .
T-O'.
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1 �07 1
106
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MSTR BAI 1H
Coffer Clg 10'-6" 11'.
'_O,r\1 5'-0" 12'-2" 0 1 11 .
X/ LL�
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48'-8"
I "A
14'-0" 1'2" 4' 8p'
ELEVATEI
DECK
MASTER BEDROOM 105
Coffer Cl� 10'-6"/1 l' I SITTING
19'-10' x 17'-O"l ill C1
9
C�
14'-0" 11 1-2-pi 4'-8" _�BAILGONIY---
GUARD
KI&V
21'-4"
[CIL
T-8"
M.
19
l;
op
�o
LIVING AREA CALCULATION
1) IST FLOOR LIVING 2581 SIF
2) 2ND FLOOR LIVING 1263 SF
3) LOBBY 338 SIF
4182 SIF
DETAIL AREA CALCULATION
1) 1ST FLOOR LIVING
2581 SF
2) 2ND FLOOR LIVING
1263 SF
3) LOBBY
338 SIF
BALCONY 1
55 SIF
BALCONY 2
200 SIF
BONUS ROOM
747 SIF
COVERED ENTRY
62 SIF
GARAGE
1877 SIF
OUTDOOR LIVING
359 SIF
7483 SF
Q
19
OUTSIDE STAIR
DETAILS
F8 RISERS @
VERIFY HEIG
AT OF GRADE
TO ELEVATED
DECK FOR
RISERHEIGHT
12" TREADS w/
1" BULLNOSE
C9
&)I
1 ST FLOOR PLAN 19
SCALE: 1/4" = 1 1-01,
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 BID 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
IN 2 SPRAYA PLI D EN CE ED
UL TO C I
5-M 0�
_�l �FA INS A NPAT �GARAPGE E LLING
> 216-16"x8" WALL LOUVER FOR FLOOD VENTING
BOT OF VENT @ 8" A.F.F.
0) REVISIONS BY DATE
qr- Apermjt sets GS 10.4.2018
Q 1st Building Comments GS 3.12.2019
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Job No. 1802011
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FL-0011105 FIRM-AA003379
A201 I
2ND FLOOR DOOR
SCHEDULE
SIZE
MARK
TYPE NOTES
WD
HIST
201
8'-0"
8'-0"
SLD GLASS
202
8'-0"
8'-0"
SLD GLASS
203
2'-6"
8'-0"
INT SW
(SCC)
204
2'-6" 1
8'-0"
WING
INT S G
205
2'-8"
8' 0"
INT SWING �SQ
206
2'-8�
8'-0"
INT SIN NG SC
207
2'-8"
8'-0"
INT SWING
208
2'-8"
8'-0"
INT SWING SC
209
2'-6"
8'— 0 '�'
JSSC
INT SWING SC
210
2'-6"
8'-0
INT SWING C
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'-6"
5'-0"
CSMNT
8,-0"
EGRESS
203
2'-6"
5'-00
CSMNT
81-0.
EGRESS
204
2'-4"
8'-0"
FIXED
8,-0"
205
2'-4"
W-00
FIXED
81-0.___
206
2'-4"
8'-00
FIXED
81-0.
208
5-0" 1
5-0"
!CSMNT DBL
8,-0"
EGRESS
209
2' — 0"
5'-0'
CSMNT
8'-0"
210
4 '_ 0"
5-0'
FIXED
8:_0
211
2 ' _0"
5-0"
CSMNT
8 —0"_j
212
2: —0"
3: —
FIXED
8,_01,
213
3 —0"
3 —0
HOR SLIDE
81-0.
214
S-0-
3'-0"
HOR SLIDE
81-01,
F T
I F
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" TYPEXGYP BID 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"xl6" ENGINEERED SMART FLOOD VENT
p F
PLIE
�15-MIN -2o=SPRAYAP UMPEN WCELLED �A
FOAM INSULATION AT GARAGE CEILING Z
216 - 16"x8" WALL LOUVER FOR FLOOD VENTING
BOT OF VENT (a). 8" A.F.F. 7f--"
2ND FLOOR PLAN
SCALE: 1/4" = l'-O"
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Apermit sets GS 10.4,2018
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CANTILEVEIR4 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.
9
lst FLOOR FRAMING PLAN
SCALE: 3116" = V-0"
Job No. 1802011
AAN--2 3 2019'--
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THIS PLAN IS FOR INTENT OF DESIGN AND IEFERENCE
SEE STRUCTURAL PLANS FOR FINAL DESIC M
INCLUDING STRUCTURAL BEAMS (CONCRE -E AND STEEL),
STRUCTURAL COLUMNS (CONCRETE AND! TEEL), TRUSSES,
TRUSS STRAPPPING, WIND PRESSURES, E C.
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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.
(20" BEAM
1 V-4"
[TA)
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SPA
01" 110 N A L
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Job No. 1802011
111039911m
UPPER ROOF PLAN 2nd FLOOR FRAMING I
SCALE', 3/16" = V-10" & LOWER ROOF PLAN A21 1
1
SCALE: 3/16" = V-0"
1 TOP OF BEAM
P 3 _O?E M
0M� A F
2ND FLOOR
0.1 3 �20% F
TOP OF BEAM
@ +1 l-4'A.F.F.
S F 0 R ELEV 0'-0"
T _ L—
N Vo 0
LA 240
9
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0 1 0 1 1 0 1 1 0
Nk
Ak BELOW ELEVATED DECK
TOP OF BEAM
@+23'-O*A.F.F.
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--13T FLj; 4
T
1
0
TOP OF B
@ +23'-0'
2ND FLOOR
@ + 1 T-T
TOP OF BEAM
@ +1 V-4" A.F.F-
1ST FLOOR ELEVo'-o' -6
NAVD 24.0 mr,
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 WINDOWSIDOORS (ALUMINUM)
307 - EDEN COAST GARAGE DOOR
STAINED, LOUVERED
308 - WALL MOUNTED LIGHT FIXTURE
309 - KNIFED POOL EDGE w/ GLASS PANEL
310 - DECORATIVE OUTRIGGER wl SMOOTH
STUCCO FINISH
311 - INFINITY EDGE POOL & TROUGH
c* RMIONS BY DAT
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1802011
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MINIMUM FIN FLOOR
ELEV NAVD 18.5
L-4 L
LOBBY LEVEL -1 T-0" t-6,
NAVD 13.0 'IF 4
WEST ELEVATION (front)
SCALE: 1/4" = V-0"
A301
1
OL TOP OF BEAM
T @+23'-(r&F.F.
AlF 2ND FLOOR
g +13'-O"A.F.F.
,d TOP OF BEAM
I F Cg+ll'-4"A.F.F.
OIL 1ST FLOOR ELEV (Y-O*
l,r NAVD 24.0
4 2ND FLOOR
\dW @+13'-O"A.F.F.
4 TOP OF BEAM
\,,W @+11'-4"A.F.F.
I
12
15
A.
pi
AM
m
DIFE (D
ELEVA
12
15
FIJI
NORTH ELEVATION (left)
SCALE: 1/4" = l'-O"
TOP OF BEAM JA
@ +23'-O"A.F.F. lor�
2ND FLOOR
@ +1 T-T A-F.F .
TOP OF BEAM
@ +1 V-4- A.FT
IN FLOOD
) @ 16.4 NAVID
16.5
1
— —i
TOP OF BEAM J4
@ +231-Y'A.F.F. 19-1
4 Fl
AW2
2ND FLOOR J4
@ +13'-OMA.F.F. 19-11
T Tnp,
OP OF BEAM J4
@+11'-4"A.F.F. ll�j
1ST 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 BANDISILL
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
co
C4
Q
tm
REMONS
pe"it sets
511111�1111-1
4
u
�-4
0
W
z
i
I a larliff rw
A302
SOUTH ELEVATION (right)
SCALE: 1/4" = V-0"
I
00
REVISIONS BY I DATE
- Fpemit sets GS 1042018
2" VTR
J L
SHR
CO LAV
wC
2'
CO V 3 2' VrR
SHR
WC
2'
2T"VTR 111 L
[ L
JIL I
I I
I I
3'
LAV 3' co wC
co 31. Z4
2" LAV
TUB
wC 2ND FLOOR
3" VTR
L
2" STUDOR VENT
2"
2"VTR LAV
KITSINK co 1 ST FLOOR
W� CO
JIL 4�
0
4 LAV I TUB
CO 2" "')JSHR
wm 2 4" LAV LAV
3.
X CO
CO 2'STUDORVENT we wC
LAV
LT LAV wC
SHR CO
< SH
SH wC
WC
2 WAY CLEAN OUT
0 Op_
P
4
PLUMBING RISER
N.T.S.
12
5
PRE-ENG ____�IN R-2 SPRAY ON
ROOF TRUSSES FOAM INSUL. (TYP.)
@ 24" O/C MAX SEE TYP. WALL SECTION
0 SPRAY ON _12 '5
�ISUL (TYP )
LL SECTION
M Typ
TURAL
OIL TOP OF BEAM 0 __ '7
1,W @+23'-O"A.F.F.
TIE BEAM TYP.
(SEE STRUCTURAL
PLANS FOR DETAILS)
LGYPCRETE ON PLYWOOD
ON FLOOR TRUSSES (SEE
TOP OF BEAM 2ND FLOOR TYPICAL WALL SECTION)
@+12'-8"A.F.F. @+13'-O"A,F.F.
A
4
A801 GYPCRETE ON PLYWOOD ELEVATED
ON FLOOR TRUSSES (SEE DECK OOL
IST FLOOR ELEV 0'-0" TYPICAL WALL SECTION) INFINITY EDGE
NAVID 24.0
INFINITY EDGE
TROUGH
A 1
SEE STRUCTURAL
PLANS FOR SLAB
4
DFE (DESIGN FLOOD—\ NORMAL AND CONNECTION
ELEVATION) @ 16.4 NAVID MATERIALS DETAILS
FLOOD PROOF M ERIALS
(CLASS 4 OR 5 PE FEMA
TECHNICAL BULL TIN 02)
LOBBY LEVEL @_111_0" NON -HABITABLE BELOW LEVAT 0 DIfCK
I)W NAVD 13.0 7—
I- I l��Ll r=j 11-111 --- I I I I 1 1771 i liz-1 I I I- I I=i I ___I I I-M 1! 11 7_1 I I III
1, 111 1 U�l I I=i I F�I I 1=1 I B! I
I I=i I =1 I F -ti I I I-H �I I
III IF, 1 711 1 - _-HIF
1=1 7-111 1 '11 F.,
�T
UNDATION SHOWN FOR ILLUST
PURPOSES - SEE STRUCTURAL PLANS
FOR ALL FOUNDATION DETAILS INCLUDING
PILING, GRADE BEAMS, FLOOR SLABS. ETC BLDG SECTION A -A
SCALE: 1/4" = V-0"
0
Job No. 18020 11
FL-OW05
E3
m
I
�w
FIRWAA003P,13
-A 3 0"
a
00 1 REVISIONS BY DATE
Ape�it sets GS 10.4.201B
13
x
G� CLG 13 a
16 g'SOFFIT
MSTRWIC 13
11, cig
MS]
FvPI93' CLG
a
±1
13
KITCON
Coffer Cig I V/1 l'-4" K3
DINING
�F
L 1 L 1
L 1 L 1
OUTDOOR LIVING
iv ag
a Ll a Ll
a Ll 13 Ll
L
13 FI P-41
13
GREAT ROOM
Coffer CIg 11'111W
17'-2"
10'GLG
13
0
13
13
MAT� ED OOM
13
I �?
a
mill
I I, Cig
IVA
L2
lst FLOOR
FLECTED CEILING PLAN
SCALE: 3/16" = V-0"
SMOOTH—'—�'
STUCCO
BEAM
SCORED STUCCO
TO LOOK LIKE
T&G CLG
L5
0 Amim
�
wim
Fm-7
GARAGE
10'-10" Cig
L54H
LAI
9' Cig
1.1
El
BONUS STORAGE ROOM
9' Cig
imi
STOIAGE
9'-4" Cig
E
ift
Fml
4-
MECH 1
9'-4" CIg
STORAGE
-019
CABANA
9' Cig
ft
ft
�m
GARAGE/LOBBY LEVEL
REFLECTED CEILING PLAN
SCALE: 3/16" = V-0"
CIA
4t
01
Job No, 1802011
JAN i 17019
A601
I
2nd FLOOR
REFLECTED CEILING PLAN
SCALE: 3/16" = V-0"
00 REVISIONS BY D)
qt� permit sets GS 10
c;
c--A
Job No. 1802011
40 2-3 Mg
FL-001U0
A602