HomeMy WebLinkAboutRevisions; Exterior Frangible StairsiE ONLY:
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FEE:
LOCATION/SITE
PERMIT # 1901-0544
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
ADDRESS:
QUEENS ISLAND PRESERVE
4446 N Hwy Al
DETAILED DESCRIPTION OF PROJ
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: FL ZIP: 33144
PHONE (DAYTIME: 786-512-4484 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: RANDALL STOFFT ARCHITECTS
ADDRESS: 42 N. SWINTON AVE
CITY: DELRAY BEACH STATE: FL Zjp: 33444
PHONE (DAYTIME): 561-243-0799 FAX:
SLCCC: 9123109
Revised 06/30/17
RECEIVED
NOV 2 5 'Z020
Permitting Department
St. Lurie County
ACQUAVISTA LOT#7
PATIO SLAB
TOP @ -0-6' B.F:F: -
(23.5 N.A.V.D.) I�
FORM-POURCONCRETE
5TEP5 - REFER TO PLANS 8
DETAILS THIS SHEET
COLD JOINT TYPICAL 2" min. PROTECTION II
FOR ALL STAI KWAY
REINFORCEMENT STEEL
4" MAXIMUM ti
fMBEDDMENT ,
REFER TO ARCHITECTURAL 7
DRAWINGS FOR HANDRAILS ' 'I
STRUCTURAL CONCRETE AND GUARDRAIL DETAILS
COLUMN - REFER TO PLANS AND SPECIFICATIONS
4 SCHEDULE FOR DETAILS
i
REFER TO APCHII ECTURAL I
I DRAWNGS FOR 1 READ AND I
EXTEND FILLED
RISER DETAILS
1, I CELL STEEL INTO
Ii BEAM ABOVE
FRANGIBLE MASONRY FLU_ IN 1
4' MAXIMUM
EMBEDDMENT
a,� I
EXTEND FILLED CELL STEEL
INTO BEAM ABOVE
DOUBLE FILLED CELL
f COLUMN w/ (2) #5 vert.
l (ONE IN EACH CELL)
TYPICAL PILE # TRANSITION FRANGIBLE FOOTING REFEkTO ARCHITECTURAL
CAP - REFER TO PLANS, 2 x 18 deep CONTINUOUS
DRAWII NG5 FOR LANDING
SCHEDULES, ff DETAILS FOOTING w/ (2) #55 cont. DETAI t b SPECIFICATIONS
• N
COLD JOINT
FOOTER5TEEL G" MAXIMUM FOOTER STEEL G IMUM
DISCONTINUOUS EMBEDDMENT DISCONTINUOUS EMBEDDMENT
@ COLUK V PADS @ COLUMN PADS
TYPICAL L FO PROTECTION
�EPZ OR 5TEP5 PROFI LE
FOR ALL FOUNDATION
PEINFORCEMENTSTEEL SCALE: 1/2
F
_v ..- __....__
i� ZPATIO
(typical)`4 SLAB TYPICAL 3 min. EXT•ERI OR STEF5 FOU N DATI ON
(ABOVE) PROTECTION FOR ALL SCALE: 1 /2"
REINFORCEMENT STEEL
W F�
IuR44
t
r F
d N
TYPICAL FRANGIBLE FOOTER V
12 wide X 12 deep w/ (2) #5x48" 2" O
(PROVIDE GAP IN STEEL @ 48" o.c. MAX)
TOP AT 4" BELOW FINISH GRADE TYPICA MASONRY PATIO BEAM - REFER TO
REFER TO SPECIFICATIONS THI5 SHEET CONSTRUCTION - REFER SCHEDULE SHEET" 5-4 t
TO PLAINS & DETAILS FOR TOP r• . .
@ -0'-6' B.F.F.
BLOCK MASONRY FORM FURTHER SPECIFICATIONS (23.5 N.A.V.D.) #5 BOTTOM STEEL @ 8" o.c.
FOR STEPS EXTEND INTO BEAM 4" max.
SAND-SE-T PAVERS OVER
CLEAN, COMPACTED • + W
' 2500 F51 min. CONCRETE m
SAND BACI�FILL STEPSNON STRUCTURAL
MASONRY FEATURE
STET
EL RE NFOK MENT — 1 — _ COLD JOINT • F BOTTOM STEEL DISCONTINUOUS
STAIR BEAM '
CUT HORIZONTAL 5TEEL 2 x ' 2
{ a' a.. .v NO STRUCTURAL CONNECTION y , EXPANSION JOINT
(#5 REBAR) AT CORNERS
4 MAX. 48" o.c: BETWEEN KNEE WAWFOOTER FRANGIBLE MASONRY WALL REFER TO ARCHITECTURAL
# MAIN RESIDENCE STRUCTURAL CONCRETE I w .vim
e DRAWINGS FOR TREAD AND "a o
� .., COLUMN BEYOND `- RISER DETAILS TYPICAL 2" min. PROTECTION'.'� Z
CdZ ALL STAIRWAY
b '1
o SAW CUT FACE OF BLOCK , REINFORCEMENT STEEL
o (FULL -HEIGHT) AFTER r — — — — — — — — — — f
CONSTRUCTION
TYPICAL AT BREAK IN TOP STEEL 16'k 10' MIN, deep �--I 6"—� � #5 BOTTOM STEEL @ 8' o:c. _
I 5AND-5ET PAVERS OVER CLEAN, CONCRETE BEAM w/ „ (4) #5s * (2) #3 vent. (2) #4s (6 SEPARATION)
FRANGIB E MASONRY COMPACTED SAND BACK -FILL ties 6" o.c.
4
KNEE WALL RETAINING @
TYPICAL AT EACH TREAD
° WALL FOR SOIL BACKFILL)
#3 TIE BAR (typical) .
FRANGIBLE MASONRY KNEE WALL(RETAINING 2"x I/2" EXPANSION JOINT O
WALL FOR 501L BACKFILL) BOTTOM STEEL y
DISCONTINUOUS
@STAIR BEAM
DOUBLE FILLED q \ CELL
COLLMN (beyond) w
ENTRY DOOR AND b • ' + . �
$ \ FENESTRATIONS L FINAL TREAD FOOTING
\ 6"x 10" MIN. deep I N20' deep CONCRETE
FRANGIBLE CONTINUOUS CONCRETE BEAM w/ 6
6
TYPICAL FRANGIBLE FOOTER \ ' .. jL� FOOTING w/ 4 #5 s * #3
N h , P ( ).
(4) #5s � (2) #3 vent. STIRRUPS 16" o.c:
o 12 Node X 12" deep wl (2) #5x48" �2 `'� V _ _ FOOTING � ; �� @
(PROVIDE GAP IN STEEL @ 48° o.c. MAX) T TYPICAL PILE * TRANSITION ties @ f 6 O.C. .'
w \ CAP BEYOND
o TOP AT 4 BELOW FINISH GRADE \ NO STRUCTURAL CONNECTION
m REFER TO SPECIFICATIONS THI15 SHEET '`h \ BETWEEN KNEE WALUFOOTER
MAIN RESIDENCE -----
v �
TYPICAL 3' min. PROTECTION
\ 2' 6 N FOR ALL FOUNDATION w'