17-483-02REVISION BY
EXISTING
TIE -BEAM
EXISTING
MASONRY
ik T.O. SL A
IRV
EXISTING
FOOTING
NEW 8" CMU INFILL TO ENCLOSE EXIST WINDOW OPENINGS.
PROVIDE 9 GA. TRUSS TYPE REINF ® 16" O.C. VERT, AND
CMU WALL OPENING ENCLOSURE
SCALE: 1/2" = 1'-0"
EXISTING
TIE -BEAM
DRILL AND El
#5 DOWEL. F
8" MIN EMBE
AND 30" SPL
(AT TIE -BM.
FOOTING)
NEW #5 TIE
NEW OPENINC
CONC FILLED
SIDE
EXISTING
MASONRY WAI
LINE OF COl`
FLOOR SLAB
EXISTING C
FOOTING
NEW WiNDOW OPENING IN EXIST CMU WALL
SCALE: 1/2" = V-0"
REINFORCED MASONRY NOTES I
CODE REFERENCE- 2014 FLORIDA BUILDING CODE
1) MASONRY UNITS SHALL 5E 2 CELL HOLLOW UNITS CONF-ORMING TO AS.TM C-W WITH COMPRESSIVE STRENGTH
OF F'c=IWV PSI ON THE NET CROSS SECTIONAL AREA AND SHALL 5E LAID IN RUNNING BOND.
ASCE 1-10 WIND CODE
2) MORTAR SHALL COMPLY WITH A.S.T.M. 210. MORTAR TYPE S. F'm=1500 PSI
EXPOSURE- "C„
WIND VELOCITY- 1-15 MPH
3) ANY GROUT USED IN THE WORK SHALL CONFORRM TO A.S.T.M. C416 WITH A SLUMP MIX OF 8" TO II", PROVIDE CLEANOUT
AND INSPECTION HOLES AT FILLED CELLS AT BOTTOM COURSE.
RISK CATAGORY 11
4) POUR GROUT IN LIFTS NOT TO EXCEED 4'-011.
Kd = 0.55
5) GROUT USED IN THE WORK SHALL OBTAIN A MINIMUM COMPRSSIVE STRENGTH OF 3000 PSI IN 28
SCOPE OF WORK- PROVIDE NEW WINDOWS AND DOORS
DAYS. GROUT SHALL COMPLY WITH AS.TM. C416
AS PER SCHEDULE IN EXISTING AND NEW OPENINGS.
REINFORCED CONCRETE NOTES
WINDOW SUPPLIER AND INSTALLER TO VERIFY ALL
1) CONCRETE SHALL C 1FOIRM WITH ACI-318 IT SHALL REACH A MINIMUM COMPRESSIVE STRENGTH
OF 2500 PSI • 26 DAYS FOR FOOTINGS, SLA56 t 3000 PSi BEAMS t COLUMNS.
EXISTING ROUGH WINDOW OPENINGS
2) MAXIMUM PERMISSIBLE SLUMP IS 54" IN STRUCTURAL CONCRETE WITH THE EXCEPTION 5ENG SAND CEMENT GROUT
3) AGGREGATES SHALL 5E CLEAN AND GRADED MAX" SIZES 3/4" CONCRETE ASTM C-33 SHALL CONFORM TO ASTM C-S4
4) NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER
8"x8" GONG FILLED CMU, CELL WITH 1"5 REINF BAR
5) CONCRETE TESTING IS REQUIRED AS FOLLOWS: I SET OF 5 CYLINDERS FOR EVERY 50 CU. YOS. OF CONCRETE
AS PER DETAILS
AS PER ASTM C-S4
6) CLEAR COVER FOR REWCI;r-NG EARS SHALL BE:
FOOTINGS 3"
BEAMS/COLUMNS/ELEVATED SLABS—1-i/2"
FORMED FACES IN CONTACT W/ EARTH_ _2"
UNFORMED FACES _ 3"
REINFORCING STEEL NOTES
1) REINFORCING STEEL fy = 60OW FAI. fa = 24)WO P.S.I. Es - 2SOW000 P.S.I.
Em - 1,350OW P.S.I. N - Es/Em = 21.48
2) REINFORCING STEEL SHALL CONFORM TO A',. -TM A-615 GRADE 60. REINFORCNG STEEL SHALL 5E DETAILED AND
FABRICATED ACCORDING TO THE " MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
STRUCTURES". HOOK ALL DISCONTINUOUS TOP IENFORCNG.
EPDXY NOTES
1) EPDXY USED IN THE WORK SHALL BE HILTI HIT HY 150.
SOIL STATEMENT
AS PER VISUAL INSPECTION SOIL CONDITIONS AT THIS SITE ARE SAND +f ROCK WITH A MIN BEARING
CAPACITY OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIALS 5E ENCOUNTERED, THE ARCHITECT
SHALL 5E NOTIFIED. PRIOR TO PROCEEDING WITH THE WORK THE ARCHITECT OR ENGINEER SHALL
SUPPLY A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS
ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. SEE F.B.G. 2014
MIN 5/6" GYP 5D__-
W/ 1-1/4" SCREWS
6 6" O.0 AT EDGES
0 12" O.G. FIELD
PROVID E 2 "x6" BLOCKING
i 20 GA MTL STUDS m 16" _
O.C. ATALL WALL HUNG —
FIXTURE / ITEMS
CONT 25 GA TOP
RUNNER SECURED WITH
1-1/4" SCREWS m 24"O.C.
TO FURRING.
25 GA MTL STUDS
Q 24" O.C. MAX
CONT 25 GA 50TTOM
RUNNER SECURED WITH
POWDER DRIVEN PINS 9 24"O.C.
NEW INTERIOR PARTITION DETAIL
EXIST
CU
KEYNOTES
Repair existing ceiling due to scope of work w/ new 1/2" drywall on
10 1"x3" metal or wood furring at 16" on center. Tgpica I UON
repair existing exterior wall finishes due to this scope of work w/
O5/5" drywall on 3/4" P.T. furring strips at 24" on
center with R-4.1 foil insulation.
OFor new interior partitions as shown on plan provide 5/6" gypsum
3 drywall each side on 3-5/8" 25 ga. metal studs at 24" O.C. max
ONew built in cabinets as per owner
O At showers and tubs, provide non absorbant, water resistant
the up to min -12" a.f.f.
OAll glass at showers and tuba to be CAT I or II rated as per
6 door and window schedules
OExist 22"x 30" attic access panel
OAll cabinets selected by owner and g c.
O Provide new Tile floor, plaint and moldingd throughout. Owner
to select all finishes.
Window or door to have CAT I or CAT II glazing as specified
at window and door schedules
CODE REFERENCE- 2014 FLORIDA BUILDING CODE
INTERIOR ALTERATIONS WITHIN THIS SCOPE OF WORK ARE
CLASSIFIED AS "LEVEL 2" AS PER 2014 F5C EXIST 5LDGS
ALL CEILING AND WALL FINISHES TO HAVE FLAME SPREAD
CLASSIFICATION NOT GREATER THAN 200, AND AS PER
F5C 2014 R302.9.1
ANY NEW INSULATION MATERIALS TO HAVE FLAME SPREAD
INDEX OF NO MORE THEN 25, AND A SMOKE- DEVELOPED
INDEX OF NO MORE THEN 450,
AT ALL WALL HUNG ITEMS PROVIDE 20 GA STUDS 61
16" O.G. W/ 2" X 6" WOOD BLOCKING. SEE TYPICAL
INTERIOR PARTITION DETAIL ON THIS SHEET
SCOPE OF WORK- INSTALL NEW FINISH FLOORING THROUGHOUT. REMODEL MASTER
BATHROOM AND KITCHEN AS SHOWN, PROVIDE NEW CABINETS THROUGHOUT. BASED
50ARDS AND CASING THROUGHOUT
LEGEND:
EXIST. 8" CMU WALL TO REMAIN
0 EXISTING INTERIOR PARTITION
TO REMAIN.
NEW INTERIOR PARTITION WITH 25 GA 3-5/S" METAL
STUDS a 24" O.C. W/ 5/6" GYP 5D EA SIDE. PROVIDE
MIN 3-1/2" SOUND ATTENUATING INSULATION AT ALL
PLUM151NG WALLS.
NOTES:
DIMENSIONS INCLUDING CMU WALLS ARE TAKEN
FROM THE APPLICABLE FACE OF THE CMU WALL.
ALL PLUMBING AND ELECTRICAL FIXTURES
TO 5E SELECTED 5Y OWNER 4 G.C.
ALL MILLWORK TO 5E SELECTED 5Y OWNER
# G.C.
A55REVIATIONS(APPLICA5LE TO ALL SHEETS)
O.G. ON CENTER
AFF, A50VE FINISHED FLOOR
V.IF. VERIFY IN FIELD
AF:G. A50VE FINISHED GRADE
U.ON, UNLESS OTHERWISE NOTED
TYP TYPICAL
CONT. CONTINUOUS
E EXISTING TO REMAIN
FLOOR PLAN
SCALE: 1/4" = 1'-0"
O
,OUTH MIAM
NG DEPT..
RAL 710 T1
f t
15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, RA, Th architect retains
all common law, s t�atory and other
reserved rights.
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MER
DATE:
4/4/17
SCALE:
AS NOTED
SHEET NO.:
A-1
SCALE: NTS