HomeMy WebLinkAboutRevisions; Exterior Frangible StairsOF ICE USE ONLY: v ff
DA E FILED. PERMIT # 1905-0274
REI ISION FEE: I -a .. `lam_ RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
- 2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982-5652
(772) 462.1553 NOV 2 5 2p2p
APPLICATION FOR BUILDING PERMIT REVISIONS Permitting Department
PROJECT INFORMATION St. Lucie County
LOCATION/SITE
ADDRESS:
QUEENS ISLAND PRESERVE ACQUAVISTA LOT# 9
4500 N Hwy AtA
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Exterior Frangible stairs (S-12)
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC 1527445 ST. LUCIE CO CERT. #: 31143
BUSINESS NAME`. ARTAR CONSTRUCTION LLC
QUALIFIERS NAME: ARMANDO REYES TOLEDO
ADDRESS: 13360 SW 40 STREET
CITY: MIAMI STATE: FL ZIP: 33175
PHONE (DAYTIME): 786-344-3855 FAX:
OWNER/BUILDER INFORMATION:
NAME: VENETIAN ADMINISTRATION LLC
ADDRESS: 7400 W. FLAGLER STREET
CITY: MIAMI STATE: FIL ZIP:
PHONE (DAYTIME: 766-512-4484 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: RANDALL STOFFT ARCHITECTS
ADDRESS: 42 N. SWINTON AVE
CITY: DELRAY BEACH STATE: FL ZIP: 33444
PHONE (DAYTIME),: 561-243-0799 FAX: -
&CCC: 9/23109
Revised 06130117
CONTRACTOR SHALL `COORDINATE ALL THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS
STAMPED "Construction Set", DATED, SIGNED AND
DETAILS AND ELEVATIONS WITH SEALED BY THE ENGINEER. ALL CONSTRUCTION
ARCHITECT PRIOR T CONSTRUCTION. SHALL BE IN COMPLIANCE WITH ALL; JURISDICTIONAL
TOP2 5NAv i PERMITS, CONDITIONS AND CONTRACT DOCUMENTS.
COLD JOINT EXTEND FILLED CELL STEEL `
INTO BEAM ABOVE
4" MAXIMUM FORM-POUFCONCRET€
EMBEDOMENT STEPS - REFER TO PLANS 8
DETAILS TH15 SHEET
FRANGIBLE MASONRY WALL
STRUCTURAL CONCRETE REFER TO ARCHITECTURAL
COLUMN BEYOND DRAWLNGS FOR HANDRAILS
L AND GUARDRAIL DETAILS
AND SPECIFICATIONS L
I EXTEND FILLED CELL STEEL TYPICAL 2" min. PROTECTION
INTO BEAM ABOVE FOR ALL STAIRWAY
TYPICAL FILLED
REINFORCEMENT STEEL
f�
CELL COLUMN l
w/ (1) #S vent. f'
1
J 4" MAXIMUM
EMBEDDMENT REFER TO ARCHITECTURAL
DRAWINGS FOR TREAD AND
PILING, GRADE BEAM O
L PJ5ER DETAILS
4 5HEARWALL (typical) o
� N
EXTEND FILLED CELL STEEL
FRANGIBLE MASONRY FILL-IN
SE
AM ABOVE INTO
NT BE A i O AM ROVE (typical) o a_
o
tW
BEPwI ABOVE (typical) FRANGIBLE FOOTER`-
I' TYPICAL FILED TYPICAL FILLS - — — —
DELL COLUMNCELL COWM fi" �x as w
wf(1)#5vet. w/(1)#5vert
4 MAXIMUM �� 41' ° rs..(....n lN' 3� E
EMBEDDME
REFER TO ARCHITECTURAL 6" x 12' deep PAD FOOTING U
FRANGIBLE DRAWINGS FOR LANDING' C??'
j wl deep
#5's (each way) o
i. MASONRY DETAILS 4 SPECIFICATIONS
PILING; GRADE BEAM PILING, CAP fi rlfi:� ; 8'x 2" MIN, deep CONCRETE y
FILL-IN =stil. s
4 5HEARWALL (typical) C WMN ( ical) BEAM (above) w/ (4) #5s -
6 MAXIMUM typLANDING erARCHITECH q
FRANGIBLE CONTINUOUS — TOP @ 1 :4 NAVE ,. refer to section for details p
EMBEDDMENT
— — — — — — —
FOOTING ' , .1 I � r_- \ TOP @ 11.4 NAVE � M �
L-------- ---� vt,., 6
TYPICAL PILE * TRANSITION 6 MAXIMUM 6 MAXIMUM COLD JOINT \ 3en
.+
CAP BEYOND
EMBEDDMEM EMBEDDMENT
EXAGGERATE FINAL TREAD \
FOOTING TO COINCIDE WITH FINAL TREAD FOOTING Cry
,lsT 2"x2d' deep CONCRETE ,
FRANGIBLE FOOTER * t na Ua
FOOTING 12" below rade
REFER TO SECTION
r
FOOTER STEEL FOOTER STEEL FOOTER STEEL O
FOOTER STEEL \ O
DISCONTINUOUS DISCONTINUOUS DISCONTINUOUS \ i- ,, }`l\
„ a Y D15CO F DISCONTINUOUS,
@ COLUMN PADS @ COLUMN PADS @ COLUMN PADS \.j
CII
@ COLUMN PADS '' ` 6 i \ l ,, r �15 hff NUE OOTER
�� 1 �F� STEEL @PAD FOOTINGS
'J
L " min. PROTECTION \ k v�
TYPICAL 3 R EXTERIOR STEPS PROFILE \ ,. �
FOR ALL FOUNDATION — n
REINFORCEMENT STEEL SCALE: I /2 I -0
TYPICAL3 min. 'n O
PATIO SLAB \\ i 6 �'' `i r, y',. �N9 PROTECTION POP ALL N
(ABOVE) l CO REINFORCEMENT STEEL
#5����
d /link
_ vim, U
�m
EXTE KO STEP
t
�UNGATI ON
in
TYPICAL MASON Y
NOT CONNECTED D ST€Ps SCALE. I /2 — I -0 Z o
R
- - '-` CONSTRUCTION FER"-`- ` � I '� _ ' NOT CONNECTED TO
TO PLANS * DETAILS FOR 1 • STRUCTURAL PATIO BEAM
FURTHER SPECIFICATIONS - U�
(GARAGE) _.
: FORM -POUR CONCRETE � o
' riwefi >fi N COLUMN - REFER TO PLAN #
SCHEDULE FOR DETAILS 0.
It
? \
MASONRY SHEARWALL m
RWEW `E o `
TYPICAL FRANGIBLE FOOTER \ (STAI Y
12" mnde X 12" deep w/ (2) #5x48 \
(PROVIDE GAP IN STEEL @ 48" o.c. MAX) \ ;
TOP AT 4" BELOW FINISH GRADE
REFER TO SPECIFICATIONS THIS SHEET V .' A d' r: n ���� ... o
- I
Y .-- CANTI LEVERED STEPS
~ \ NO CONNECTION TO PATIO
Y • e
.. SLAB, BEAMS, or COLUMNS
\ \ 2N1/2"EXPANSIONJOINT
BLOCK MASONRY FORM "� \ PATIO BEAM - REFER TO
FOR STEPS \ \ SCHEDULE SHEET 5-4
\ TOP @ -d 6' B.F.P, CONCRETE BEAM w/ w
SAND -SET PAVERS OVER - '"\ (23.5 N.A:V.D,) T Ca
CLEAN, COMPACTED NO STRUCTURAL CONNECTION ,
SAND BACK -FILL - \ E ETW€EN KNEE WALUFOOTER (4) #5's 8 (2) #3 vert.
MAIN • • ties @
\ RESIDENCE z
FRANGIBLE 5TFP5 - NO \ (o.c. maxE3P from edgee)2"
STEEL REINFORCEMENT \ MA50NPY5HEARWALL FRANGIBLE MASONRY WALL y
\ \ „ (STAIRWELL) STRUCTURAL CONCRETE 8• ��Jlfe'�V�L� FOR E ^ .
- �� - � :�� 4°x I/2" EXPANSION JOINT i--�-I �
\ \ 5' COLUMN BEYOND TYPICAL 2" min. PROTECTION ® C�
\ CODE COMPLIANCE
(1) #4 x 33 FOR ALL STAIRWAY S1`. LUCIE COUNTY
i-,
BOTTOM STEEL TYPICAL AT EACH TREAD REINFORCEMENT STEEL n
\ DISCONTINUOUS BOCC Y--1
GAP IN HORIZONTAL TOP w. ,,. @ STAIR BEAM' • #3 TIE BAR (typical)
STEEL (#5 REBAR) AT a��
CORNERS #MAY, 48 o.c. _ Z41z' . 2500 P51 min. CONCRETE
.. STEPS - REFER TOCOPY
TYPICAL FILLED CELL ARCHITECTURALS FOR DETAILS
#5 BOTTOM STEEL @ 13" ox. v L
COULMN (beyond) 8 • �-i
FILLED CELL COLUMN w/ (I) #5vert.
\ BOTTOM STEEL 2'k I/2" EXPANSION JOINT
STUB STEEL INTO FOOTER4 \
DISCONTINUOUS
MAX - STUB STEEL INTO TOP \ ENTRY DOOR AND ' @ STAIR BEAM &x 14" MIN. deep REVISION
(�
COURSE (U-BLOCK) 2' MAX. FENESTRATIONS CONCRETE BEAM
\ 8"x 14" MIN. deep CONCRETE w/ (4),#5's (2) #3 vent,
\ BEAM w/ (4) #5'5 . t ties @ I G" O.C. REFER TO ARCHITECTURAL
SAND -SET PAVERS OVER CLEAN, (2) #3 vert. ties @ 16 o.c. z
GROUT FILLED U BLOCKTOP COURSE \ COMPACTED SAND ACK-TILL DRAWINGS FOR TREAD AND
wl (1) #5 HORIZONTAL TOP STEEL \ BOTTOM STEEL • • R SER DETAILS
\ ` DISCONTINUOUS - CCI
@STAIR BEAMS FINAL TREAD FOOTING
Q TYPICAL FILLED CELL y 12N20" deep CONCRETE r
5AW-CUT FACE OF BLOCK COULMN (beyond) FOOTING w/ (4) #5'5 * #3 Q
(FULL -HEIGHT) AFTER \ FILLED CELL COLUMNS SHALL STIRRUPS @ I G" o.c.
CONSTRUCTION COI H w NC DE W T GAP IN TOP ST EL
T 6
NO S RU RAL CONNECTION
O
TYPICAL AT BREAK IN TOP STEEL 6 x 12 deep PAD FOOTING
BETWEEN E WALVFOOTER w/ (3) #5'5 (each way)
2 MAIN RESIDENCE • O
\ FRANGIBLE CONTINUOUS TOP @ 10.4 NAVE TOP @ I 1 .4 NAVE
\
FOOTING
— — — — — TYPICAL PILE 4 TRANSITION fmi5h grade = -- - — — — — — — -- — Q
TYPICAL FRANGIB E FOOTER CAP BEYOND --- — g REFER TO ARCHITECTURAL U
DRAWINGS FOR LANDING G�
12 m cle X 12" deep wl (2) #5x48" ., c
(PROVIDE GAP IN STEEL @ 48" o.c. MAX) N a 6"1'_O E DETAILS 4 SPECIFICATIONS O
3' 4" 3'-4 3
TOP AT 4" BELOW FINISH GRADE REFER TO SPECIFICATIONS THIS SHEET a #5 BOTTOM STEEL @ 8" o.c. H
N EXTEND INTO BEAM O max. + ,
TYPICAL M NRY
CON5TRUCT1 N - REFER I C -6 PROJECT Na
TO PUNS STALLS FOR RECEIVED
PURT-jER SP IFICATION5 _ 19-022
I=RANGIBLE FRONT STOOP LAYOUT (ELEV�fiORS AFT) EXTERI OIL JTEPS SECTION
TYPICAL 3" min. PROTECTION
FOR ALL FOUNDATION NOV 2 5 1OZO SHEET
SCALE: 112" = P-0" REINFORCEMENT STEEL !`y' 1 '//1)
SCALE: 1 /2" = 1 -0" — -- aeemittln9.Department ` 1 !../
St: Lucie County AJ