6835 SW 67 ST EB-09-019-014 co
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CONTINUOUS HARDWARE CLOTH
a `°
- CONTINUOUS SEALANT SMOOTH STUCCO ROOFING CEMENT u')
SCHEDULED DOOR
JAMB AS DETAILED CONTINUOUS GALVANIZED METAL FINISH ON C.M.U.
R-30 BATT INSULATION MTAL STUD RUNNER SECURELY �:i
ATTACHED TO SLAB COUNTER FLASHING SECURED TO 8"C.M.U.OR CONCRETE 0
JAMB AS DETAILED PARAPET W/STAINLESS STEEL SHEET °
POOL DECK SEE FINISH METAL SCREWS W/STAINLESS STEEL C�
su; 5/8 GYPSUM BOARD PLINTH AS DETAILED SCHEDULE AND NEOPRENE WASHERS,ST IN O
STONE BULL NOSE LEAD SHIELDS @ 12"O.C.(TYP.)SET O "'
2�"25 GAUGE GALVANIZED 5/8"TYPE"X"GYPSUM BOARD AROUND COPPING COUNTER FLASHING FLANGE IN O LO
METAL STUDS 16"O.C. R-19 GATT INSULATION STEEL COLUMN SHALL BE SAME LEVEL " CONTINUOUS FULL BED OF SEALANT
@ Q #3 BARS @ 12 DRILL e�
CARPET/WOOD N 1"INTO CONC.x 4"
GYPSUM BOARD CEILING ON
3"CONTINUOUS
FLOORING AND SET ANCHOR BARS
1X3 WOOD FURRING STRIPS @ HORIZONTAL METAL EPDXY TERRAZO IN EPDXY GROUT.
16"O.C. FRAMING MEMBER FLOORING
LIGHT WEIGHT INSULATING \ o
STEEL COLUMN(SEE CONCRETE SYSTEM CONTINUOUS SEALED JOINT
_ " s „ ) o� - WATER LINE TILE CONTINUOUS
ROOFING CEMENT,COAT ECURE FLASHING AND FELT LC) Lt
3�"25-GAUGE GALVANIZED METAL STUD RUNNER SECURELY STRUCTURAL PLANS ° o o C�
METAL STUDS 16 O.C.W/Y ATTACHED TO SLAB o
GYPSUM BOARbAT EACH SIDE o° ° EXPOSED PORTION W/FIBRATED STRIPPING WITH TIN-TAGGED
P.T.2x4 TOP OF SLAB DECK O
WATER LINE ALUMINUM ROOF COATING
,...., MASONRY NAILS o
o°' o d
CD
° CONTINUOUS 4X4 P.T.WOOD
WATER PROOF STUCCO MILLED CANT STRIP °
FIRE-RATED PARTITION ASSEMBLY U.L.#U465 °
CONCRETE SLAB (SEE
No.25 CHANNEL SHAPED STUDS AT 16"O.C.WITH ONE FULL LENGTH LAYER OF 5/8"TYPICAL"X"GYPSUM BOARD APPLIED ° 4
STRUCTURAL DRAWINGS) P.T.WOOD BLOCKING
VERTICAL.ATTACHED WITH 1"LONG No.6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8"O.C.AROUND PERIMETER AND NOTE: STONE PROFILES AS SHOWN FOR BID COLD PROCESS ROOFING MEMBRANE
°d°.... .° Cd
12"O.C.ON INTERMEDIATE STUDS. PLYWOOD OR LIGHTWEIGHT CONCRETE TO LEVEL PURPOSE,MANUFACTURER SHALL PROVIDE AS PRODUCT CONTROL APPROVED BY °
NOTE:ALL FLOORING MATERIALS FINISHED FLOORS WITH DISSIMILAR THICKNESS IN a 30#FELT HOT MOPPED OVER
NOTE:PROVIDE 20-GAUGE GALVANIZED THICKNESS'SHALL BE FINISH MATERIALS SHOP DRAWINGS FOR APPROVAL. MIAMI COUNTY rl
METAL STUDS @ 16"O.C. W/1"PLYWOOD COORDINATED W/OWNER/ CONCRETE SLAB OR Y4" �
BACKING BOARD DIRECTLY BEHIND KITCHEN ARCHITECT EXTERIOR GRADE PLYWOOD
CABINETS. SHEATHING
TOP OF DECK
0
M
0
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TYPICAL INTERIOR PARTITION SECTION TYPICAL STEEL COLUMN DETAIL LEVELING OF DISIMILAR FLOORING MATERIALS DET. POOL COPPING DETAIL (TYP) TYPICAL COUNTERFLASHING DETAIL
N.T.S. 5
N.T.S. N.T.S. N.T.S.
N.T.S.
TRACK BRACKET OR
REGULAR ANGLE
PRFAB.OVERFLOW
WATER SCUPPER 2x6 P.T.WOOD JAMB ANCHORED TO
CONCRETE WITH 5/8""BOLTS
COUNTERSUNK @ 12"O.C.&6"FROM TOP ° , +,
r.
8 CONC.
AND BOTTOM ° ,. ao +� ,o +� •�
BLOCK SMOOTH STUCCO CONCRETE TIE BEAM-SEE I,•� — s~ o
FINISH ON 8"CMU " = 5/8"GYPSUM BOARD ON 1 x 2 STRUCTURAL DRAWINGS � � � ° a"o Cu 0
CONTINUOUS ;r, ROUND HEADS @ 24 O.C.6 p m
WALL(TYP.) WOOD FURRING STRIPS 24"O.C. a ° o
SEALANT WRAP LEAD FLASHING FROM FLOOR&TOP OF @
IN TAR PAPER PLATE — 18n GARAGE DOOR PANEL &SMOOTH FINISH(TYPICAL) b p q�
°° ..
d �� N f," � b 'p N �+0'
5'X6'PREFAB.
�r� riai� :,I.:;OVERFLOW SCUPPER
CONCRETE SLAB g" ° p
SLOPE 6" LEAD FLASHING = , ° ° SMOOTH STUCCO FINISH W +� co.� +� co
1 DRIP
" EXTERIOR INTERIOR ° ° o
'f50METRIG' PROVIDE HOT ASPHALT = SCHEDULED INSULATION �. z o p m
SCHEDULED WINDOW d ° p rd a� o o
a 3 GARAGE DOOR SEALANT cUd ai +� rl o
WOOD BLOCKING ° ° crs .gip, a� o cd �, co
6" ° 4"/6"STACK(SEE PLUMBING PLAN) ROUND HEAD STAINLESS ° a �" ¢
SMOOTH STUCCO FINISH 1" 4" 1" °°. d.< °a e. LIQUID NAILS TO = STEEL SCREWS(TYP.) ° °'d Pic E:�� p o O
ON 8"CMU WALL(TYP.) d ° 1X6 P.T. MOLDING ATTACH TRANSLUCENT p
ACRYLICVENEEDOOR = °: ed .� CONTINUOUS SEALANT AROUND o a 0 4 I
RIOR FLOORING EXTERIOR BLOCK °
OVER MORTAR BED in 3r ° OPENING
WALL W/SMOOTH __
STUCCO FINISH MIN.SIDE ROOM ° ° A
"SECTION" T STRUCTURAL CONCRETE SLAB. Q Q SMOOTH STUCCO FINISH
SCHEDULED WINDOW
PRFAB. SEE STRUCTURAL DRAWINGS 5/8"GYPSUM BOARD ON Q
OVERFLOW NOTE: WOOD FURRING
WATER SCUPPER TRACKS,MOTOR&ADDITIONAL WEIGHT MUST BE INTERIOR EXTERIOR O
"ELEVATION" COORDINATED WITH DOOR MANUFACTURER I—1
BEFORE ANY WORK IS STARTED.
SIZE OF STAINLESS STEEL SCREWS TO BE C.M.U.WALL
DETERMINED BY SIZE&WEIGHT OF VENEER.
SCHEDULED INSULATION
6 STONE WATER DEATIL (TYP) TYPICAL VENT PENETRATION DETAIL GARAGE DOOR DETAILS TYPICAL WINDOW SILL DETAIL TYPICAL WINDOW HEAD DETAIL
7 8 9 i
SCALE:1V'=l'-O' N.T.S. N-T.S. 1 O
N.T.S- �
N.T.S.
1
EXTERIOR INTERIOR
J
I
1x3 P.T.FURRING STRIPS AROUND
INSTALLATION BY DOOR
DOOR OPENINGS MANUFACTURER TO COMPLY W/
1x3 P.T.FURRING STRIPS PRODUCT CONTROL APPROVAL
SCHEDULED DOOR %"GYPSUM BOARD P.T.WOOD BLOCKING ANCHORED TO AROUND OPENINGS FLOOR FINISH MATERIAL W/BULLNOSE
CONCRETE BLOCK INTERIOR @ STEPS
(SEE SCHEDULE FOR FINISH)
WALL BEYOND a"GYPSUM BOARD �"GYPSUM BOARD STRUC. LAB
SCHEDULED DOOR S
.:y. :.:: .,';:'..::,;: SCHEDULED DOOR
SEE STRUC.PLANS
�— FOLD COPPER PAN+/-2"OVER
F_ COORDINATE SLAB RECESS Wl DOOR s
1x4 WOOD BUCK(OR LARGER)
MANUFACTURER BEFORE FORMING BLOCK WALLS WITH SIDES TO a
_ = CONCRETE STUCCO (1)-2x4 WOOD STUD a. a Q Q
FULLY BED IN SEALANT
0 , .
w SCHEDULED EXTERIOR
A SCHEDULED DOOR FLOOR FINISH MATERIAL RISERS
a a A (SEE SCHEDULE FOR FINISH)
o IL. FINISH SCHEDULED FLOORING WOOD JAMB W/WOOD DOOR a ° a ° b '
\/\\\\\
`�::•:::.: °;:' :. ::::.::<,:::-.-;;::,_ :�: STOP ° � °°
COPPER PAN (3)-5/8"METAL \\
CONCRETE SLAB AS PER STUDS 16"O.C. /\ j\\�
-;E
STONE BULL-NOSE SILL STRUCTURAL DRAWINGS WOOD JAMB ° \\\ \/\\\\\ \/\\\\\\\\/\
CONTINUOUS SEALANT AROUND OPENING j\\\\ \\\\ \\\\ \\�\ \/\\�\ \/\\ w
� .. . PLASTIC CORNER BEAD AROUND
ad a d a .�,. C.M.U.WALL OPENING
d ° FRAME WIDTH E-
MATCH KICK TO a %"GYPSUM BOARD
MATCH FLOOR d
a d a SMOOTH STUCCO /�y�
d ° p C.
FINISH
cd OPENING WIDTH W O
INSTALLATION BY DOOR a °
C.M.U.WALL
MANUFACTURER TO COMPLY W/ EXTERIOR
PRODUCT CONTROL APPROVAL.
11 TYPICAL EXTERIOR DOOR THRESHOLD DETAIL TYPICAL INTERIOR DOOR HEAD/ JAMB DETAIL TYPICAL DOOR JAMB INTERIOR C.M.U. WALL TYPICAL EXTERIOR DOOR JAMB DETAIL BULLNOSE STEP DETAIL (TYP)14 15
N.T.S. N.T.S. N.T.S. SCALE:3/4"=1'-0" N.T.S.
2"FINE GRAIN SAND
COMPACTED 8"C.M.U.WALL NOTE:COORDINATE HEIGHTS WITH OWNER
DUCTILE IRON 4"CONT.TRENCH DRAIN AND CABINET MANUFACTURER m
SCHEDULED INLAY GRATE STONE TILE/GRANITE TOP&BACK SPLASH AS
DRIVEWAY MATERIAL LOCK DOWN INTERIOR I I EXT FR SELECTED BY OWNER 4",20-GAUGE METAL STUDS 0
BOLT 16"O.C. •�
RED DOT BUILT-IN SCHEDULED DRIVEWAY MATERIAL ON 2"FINE SAND FOR REINFORCING SEE �
LOCK BLOCK FOR POLYDRAIN CHANNEL ON 6"CRUSHED LIME ROCK BASE ON WELL STRUCT.PLANS UPPER CABINETS �
GRATELOCK COMPACTED EARTH TO 95%DENSITY 2"FINE SCHEDULED DRIVEWAY
DOWN MATERIAL FIN.GRADE. <'.
GRAIN SAND ,
SLOPE
a 0
0 o d
4
< < <
° .: ::: ::..�....... ......... . . - MORTAR AT
2x4 HORIZONTAL WOOD MEMBER
95%DENSITY ®
PERIMETER. SECURELY FASTENED BETWEEN M
° o ° 8"X 8"CONC. BULLNOSE MATERIAL STUDS O
\ \ \ \ \ \ \ \ \ \ \ \ 1/2' — = SAME AS TOP O O
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\ \/\/\\ \/\/\\ \/\ \/\\ \�\/\\ \�\ \\ \ � ,. 4.°;, COMPACTED ° CURB.W/1#5 CONT. � � 00
\� I RECESS I I I I I I SUB-BASE - I I I I—III—III III— I— I =— r � O
—I I I_ _ TIE WING SEE STRUCTURAL ,
" \ III—III—III— DRAWINGS 0 O
/\ \ / 6"THICK CRUSHED LIMEROCK M BASE CABINETS
6 THICK CRUSHED LIMEROCK ����\\,\\� �\ I I I I BASE COMPACTED TO 95% ALUM.CABINET @ B.B.Q.
BASE COMPACTED TO 95% I DENSITY(MIN.) AREA BY OTHERS FINISH AS PER O
DENSITY(MIN.)
95%DENSITY COMPACTED SUB-BASE I I I ROOM FINISH SCHEDULE
� III I 95%DENSITY COMPACTED FINISH AS PER � �
SUB BASE ROOM FINISH SCHEDULE �
CONTINUOUS 2x4 P.T. _+2,3 �
ply BOTTOM PLATE � C/)
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sheet no .
lip-
16 DRIVEWAY DRAIN DETAIL (TYP) TRENCH DRAIN DETAIL @ GARAGE (TYP) Q BRICK PAVER DETAIL (TYP) B.B.Q. DETAIL (TYP) KITCHEN CABINET PARTITION DETAIL (TY ` - n
17 18 19 2 • - r-; A 1 3
N.T.S. O
N.T.S. N.T.S. N.T.S. N.T.S.
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