HomeMy WebLinkAboutRevisions; Exterior Frangible StairsOFFICE 73S ONLY:
DATE FILED1 I �
REVISION F E:
PERAW # 1905-0273
RECEIPT#
PLANNING At DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE RECEIVED
FORT PIERCE, FL 34982-5652
(772)462-1553 NOV 2 5 2020
APPLICATION FOR BUILDING PERMIT REVISIONS pdtinitting Department
PROJECT INFORMATION 5t. Lune county
LOCATION(SITE
ADDRESS:
I, QUEENS ISLAND PRESERVE ACQUAVISTA LOT#8
D
R
'AILED DESCRIPTION OF PROJECT
/ISIONS:
Exterior Frangible stairs (S-12)
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC 1527445
BUSINESS NAME: ARTAR CONSTRUCTION
QUALIFIERS NAME: ARMANDO REYES TOLI
AnIIRFSS- 13360 SW 40 STREET
I
MIAMI
(DAYTIME): 786-344-3855
NER/BUILDER INFORMATION:
4E: VENETIAN ADMINISTRATION LLC
ST. LUCIE CO CERT. #: 31143
FAX:
)RESS:7400 W.FLAGLER'STREET
J�; MIAMI STATE: FL ZIP: 33144
INE (DAYTIME: 766-512-4484FAX:
RANDALLSTOFFT
Cl'.• DELRAY BEACH
PHONE (DAYTIME):
SL CC: 9123109
Re sad 06130/17
INFORMATION:
SIATE: I•L
FM"
ZIP:
TOP @ -0'-G" B.F.F.
(23.5 N.A.V.D.)
COLD JOINT
CONSTRUCTION SE
EXTEND FILLED CELL STEEL
INTO BEAM ABOVE
FORM -POUR CONCRETE
STEPS - REFER TO PLANS \
DETAILS THIS SHEET
REFER TO ARCHITECTURAL
DRAWINGS FOR HANDRAILS \ c
4" MAXIMUM AND GUARDRAIL DETAILS \ 5
EMBEDDMENT AND SPECIFICATIONS \ L
TYPICAL 2" min. PROTECTION
EXTEND FILLED CELL STEEL FOR ALL STAIRWAY
TYPICAL FILLED CELL INTO BEAM ABOVE REINFORCEMENT STEEL
CODUMN (beyond) PILING, CAP * COLUMN
a REFER TO ARCHITECTURAL (tj Picap \ \
p DRAW NGS FDP TREAD AND
w O R SER DETA S
4" MAXIMUM
EMBEDDMENT
�j o ;. TYPICAL FILLED
� _ CELL COLUMN Y
ry t
O w EXTEND FILLED CELL STEEL 0
INTO BEAM ABOVE REFER TO ARCHITECTURAL Tsquare x 12" deep PAD
N
FOOTING wl (3) #55 (each way) � °
12 MIN. deep CONCRETE o a o o I
FRANGIBLE - DRAW FOR TREAD AND BEAM (above) wl (4) #5s -REFER
MASONRY .TYPICAL FILLED R SER DETAILS TO SECTION FOR DETAILS o
FILL-IN CELL COLUMN 4" MAXIMUM - - - - - POOL SHELL (typical) z Y
Li
w/ (1) #5 vert. EMBEDDMENT ff - - - - - - - - - - - - - - - - - U LL'
j ---- — ------ a w Q
7 TYPICAL FILLED PATIO SLAB' o y o
REFER TO ARCHITECTURAL
WELL)COLVMtN (ABOVE)
NG r
DRAWNGS FOR LANDI
ONS
L I TOP 2:0 NAVD
! I�1 d
{ -- -DETAILS # SPECIFICAT- - u
12"x 12" deepPANGIB F I FRANGIBLE - - - - - I ) I I I I I I LL
!
)' MASONRY - -
FOOTER - CAL AT FRANGIBLE FOOTER BEAM ABOVE It ica) I L cn
FILL-IN Yp 2 5' {, LI m L c�
ERIMETEP I2"x18 deepCONTINUOUS Gil -
PATIO I a
li FxAGGERATE FINAL TREAD -- I
6 MAXIMUMFOOTINGw (2)#5scont. _.. ( -
COLD JOINT FOOTING TO COINCIDE VVTH
j EMBEDDMENT 1, FRANGIBLE F TE
R U
-- - `-�- 1--�- I - - a�
-- - -
— — W 5a
tj
TYPICAL FILE i; �, „fl:y. ° O
SHEARWALL FOOTING FOOTER STEEL FOOTER TE � 1
FOOTERSTEEL 6 MAXIMUM 5 L 6 MAXIMUM
DISCONTINUOUS DISCONTINUOUS EMBEDDMENT DISCONTINUOUS EMBEDDMENT 5'-a O
@ COLUMN PADS @ COLUMN PADS @ COLUMN PADS /FORM
-POUR CONCRETE 4
�78 FINAL TREAD FOOTING
COLUMN - REFER TO PLAN DISCONTINUE FOOTER TYPICAL FILLED CELL FRANGIBLE FOOTED 12"x2O" deep CONCRETE �
SCHEDULE FOR DETAILS STEEL @ PAD FOOTINGS COLUMNS w/ (1) #5 vert. 1 2N 12" deep CONTINUOUS FOOTING (12" below grade) N
TYPICAL 3" min. PROTECTION
(tYplcaD FOOTING w/ (2) #5'5 cont. REFER TO SECTION d
� � O
FOR ALL FOUNDATION EXTERIOR STEPS PROFILE I9-8� ii
REINFORCEMENT STEEL TYPICAL 3" min.
SCALE: 1 /2" = I'-0" REINFORCEMENTPRoSTEEL W
EXTERI OIL STEPS MU N DATI O N
SCALE: 112" = 1 '_0"
,..-_ TYPICAL MA50NRY z O N
CONSTRUCTION - REFER
V TO PLANS * DETAILS
FURTHER SPECIFICATIOIOR N5
(GARAGE)
THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS STAMPED a
"Construction Set DATED, SIGNED AND SEALED BY THE ENGINEER.
- AL
L L CONSTRUCTIO
N SHALL BE IN COMPLIANCE WITH ALL
JURISDICTIONAL'PERMITS, / \CONDITIONS AND CONTRACT DOCUMENTS.
8 x 14 MIN. deep CONCRETE BEAM
w/ (4) #5'5 d #3 STIRRUPS @ 16" o.c.
MASONRY 5HEARWALL NO CONNECTION TO PATIO STRUCTURE w
m.
... \ (STA RWELQ
L) 1 0
TOP@ 06 B.F.F. CONTRACTOR SHALL COORDINATE ALL DETAILS A�
FRANGIBLE �.. (23.5 N.A.V.D.) AND Y�'
TYPICAL FRANC LE FOOTER \
\ REFER TO ARCHITECTURAL -
12" wide X 12" deep w/ (2) #5x48" ` „.,:- ELEVATIONS ' WITH ARCHITECT PRIOR
\ ._. , , .. b e _.e �.r. ,.. ,_ .. � ...., ,.OR TO CONSTRUCTION ;
(PROVIDE GAP IN STEEL @ 48 o.c. MAX) „-- \ 61 DRAWINGS FOR TREAD AND
TOP AT 4" BELOW FINISH GRADE \ RISER DETAILS
. '
REFER TO SPECIFICATIONS Tails SHEET PATIO BEAM REFER TO -,. t P, 'Co,
\ \
SCHEDULE SHEET 5-4 � .- "CH75 :'; �
_ ), - ..... _._, -._... 4 #5 TEMP. STE ��
i
-\' - - o
o.c. mar. (3" from edges)
\ - #5 BOTTOM STEEL @ 13' o.c. s'" o cL
BLOCK MASONRY FORM - \ ,. 5
FOR STEPS
w
\ ... \ y • 2'x 1/2 EXPANSION JOINT a
SAND-SET PAVERS OVER
CLEAN, COMPACTED "~ NO STRUCTURAL CONNECTION
I I TYPICAL FILLED CELL (1) #4 x 36'��
SAND BACK FILL \ B EN SIDE FOOTER TYPICAL AT EACH TREAD
\ � MAINRESIDENCE � ;. GOULMN (beyond) , • • . TYPICAL 2" min. PROTECTION �
FRANGIBFSTEPS - NO \ " BOTTOM STEEL #3TIEBAR(t 'cal) FOR ALL STAIRWAY REVIEWED F
MA50NPY5HEARWALL DISCONTINUOUS RDNFORCEMENTSTEEL CODE CO��?L��i�M ^^ , STEEL REINFORCEMENT \ (STAIRWELL) • • i--�I
@ STAIR BEAM /+
5 2500 PSI min. CO
- '��' CONCRETE
' 0 U
� CAE �
I S T. LU
\\ �-...� ... - -�\ " � 8"x 14" MIN. deep CONCRETE �8 � STEPS - REFER TO
V BEAM w/ (4) #5'5 * (2) ARCHITECTURAL5 FOR DETAILS BOC�.i �..�
GAP IN HORZONTALTOP \� , g
#3 vert. ties @ 16" ox. -
„„ ; 2"x I /2" EXPANSION JOINT �
STEEL (#5 REBARI AT Y + i CC3
CORNERS * MAX. 48" o.c.
d.' 8"x 14" MIN. deep 1—M
CONCRETE BEAM
TYPICAL FILLED CELL .+ w/ (4) #5'5 * (2) #3 �-•I
FILLED CELL COLUMN w I #Sve I, CODUMN (beyond) z A vent. ties I G" O.C.
- STUB STEEL INTO FOOTER 4 l ? \ @ PXVISI®
• • REFER TO ARCHITECTURAL
MAX - STUB STEEL INTO TOP ENTRY DOOR AND FOR -POUR CONCRETE _ DRAWINGS FOR TREAD AND
COURSE (U-BLOCK) 2' MAX. FENESTRATIONS COLUMN BEYOND BOTTOM STEELS RSER DETAILS
g 1 o DISCONTINUOUS • 4N 112" EYPAN51ON JOINT �+
\ j " @ STAIR BEAM FINAL TREAD FOOTING
SET PAVERS OVER CLEA TYPICAL FILLED CELL 12"x20" dee CONCRETE
GROUT FILLED U-BLOCK TOP COURSE COMPACTED SAND BACK -FILL I z - TYPICAL FILLED CELL p
w/ (1) #5 HORIZONTAL TOP STEEL 0 )� COULMN (beyond) COUL.MN (beyond) FOOTING w/ (4) #5'5 * #3
9 ; • STIRRUPS @ I G" o.c.: Cd
\ ) 12"x12"dee PAD FOOTING "O
g p TOP @ 12.0 NAVD ( �
C w (2) #55 (continuous) I GN 12" de PAD FOOTING TYPICAL FILLED CELL - - - - jT1 Q
SAW -CUT FACE OF BLOCK C2 TOP @ 10.0 NAVD w/ ( 5's (each way) COULM (beyond) -:. - -. - - - -- - - I ^ O
(FULL -HEIGHT) AFTER FILLED CELL COLUMNS SHALL I I T 10.0 NAVD
Y l w
CONSTRUCTION COINCIDE WITH GAP IN TOP STEEL O @ N. _.._ M�••1
TYPICAL AT BREAK IN TOP STEEL
NO STRUCTURAL CONNECTION __:.q REFER TO ARCHITECTURAL
BE KEEN KNEE AOJFOOTER I _____ _. _._. _ . _ _ #finish grade DRAW NGS FOR LANDING
* MAIN RE5IDEN IE _ _ 5 . 0 E DETAILS * SPECIFICATIONS
L - - - - - - #5 BOTTOM STEEL @ 8" o.c.: O
TYPICAL FRANGIBLE N 5-0 N -5-b EXTEND INTO BEAM 6" max. U
12' wide X 12' deep wl (2) #5x48" 1 T PICAL PILE *` - TYPICAL 3' min. PROTECTION U
(PROVIDE GAP IN STEEL @ 48" o.c. MAX) SHEAP.WALL FOOTING z!' 6" FOR ALL FOUNDATION -
TOP AT 4" BELOW FINISH GRADE REINFORCEMENT STEEL
REf`ERT05PECIFICATION5TH155HEET �' RECEIVED V I4
-1d' I
TYPICAL MA5ON 1 9 8 NOV 2 5 2020 vI
TO PLANS TION FER 12"x 12" deep FRANGIBLE E I \I O I� STEPS S L I C N P2rSt. in9 a 000"nm°ns
TO PLANS P DETA FOR - FOOTER - TYPICAL AT St. Ludo Ga^rctY PROJECT N0.
FURT(ELEVATOR
ATIONS PATIO PERIMETER 18-022
(ELEVATOR, gHA
fKANGIBLE FRONT STOOP LAYOUT scALE: 1/2"= I -o" SHEET
SCALE: 112" = I'-0
'I
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