6835 SW 67 ST EB-09-019-056 0 c m
CONTINUOUS HARDWARE CLOTH
CONTINUOUS SEALANT SMOOTH STUCCO ROOFING CEMENT vi
JAMS AS DETAILED o
SCHEDULED DOOR FINISH ON C.M.U.
METAL STUD RUNNER SECURELY JAMB AS DETAILED CONTINUOUS GALVANIffD METAL 8'C.M.U.ORCONCRETE R'( .-L
R-30 BATT INSULATION ATTACHED TO SLAB PARAPET WIST NLESS STEELS TO EET w� ��vv
POOL DECK SEE FINISH METAL SCREWS WI STAINLESS STEEL •'T
5!B'GYPSUM BOARD PLINTH AS DETAILED SCHEDULE
AND NEOPRENE WASHERS,SET IN t•
STONE BULL NOSE LEAD SHIELDS 12'O.C. n O v
S�B'TYPE'X'GYPSUM BOARD AROUND COPPING (TYP')SEf
25/e'25GAlKiE GALVANZED R-19 BATT INSULATION SHALL BE SAME LEVEL COUNTER FLASHING FLANGE IN
STEEL COLUMN A3 BARS @ 12-DRILL CONTINUOUS FULL BED OF SEALANT ®PI P
METAL STUDS @16'O.C. 0 CARPEfIWOOD H PINTO CONC.x 4' \y m
3'C0NTIN000S FLOORING AND SETANCHOR BARS
1X3 WOOD URRINGEILINGON HORIZONTAL METAL EPDXYTERRAZO INEPDXYGROUT. LIGHT WEIGHT INSULATING o
1X3 W000 FURRING STRIPS @ CONTINUOUS SEALED JOINT �
FRAMING MEMBER FLOORING
_ STEEL COLUMN(SEE CONCRETESYSTEM
e METAL STUD RUNNER SECURELY STRUCTURAL PLANS) CONTINUOUS 2-PLY F.G.FELT STRIPS
3'/'25GPllGE GALVANZED " co
METAL STUDS wl-Ye ATTPDHED TO SLAB .::..,�' ;'..5 VlATERLINETILE SET ON ROOFING CEMENT, ECURE FLASHING AND FELT L
GYPSUM BOARD AT EACH SIDE TOP OF SLAB DECK EXPOSED PORTION Wl FIBRATED STRIPPING VATHTIN-TAGGED
WATERLINE ALUMINUM ROOF COATING MASONRY NAILS O
P.T.Zz4 - O o
a O
.,b CONTINUOUS04 P.T.WOOD v
WATER PROOFSTUCCO MILLED CANT STRIP
FIRE-RATED PARTITION ASSEMBLY U.LMA65 CONCRETE SLAB(SEE � � �
No.25 CHANNEL SHAPED STUDS AT I6.O.C.WITH ONE FULL LENGTH LAYER OF 5B'TYPICAL'%"GYPSUM BOARD APPLIED CONCREEALAB(SE GS)
VERTICAL ATTACHED WITH PLONG Not DRYWALL SCREWS TO EACH SIDE.SCREWS ARE B'O.C.AROUND PERIMETER AND � � �
PLYWOOD OR LIGHTWEIGHT CONCRETE TO LEVEL All. PROFILESAS SHOWN FOR BID P.T.WOOD BLOCKING m
12"O.C.ON INTERMEDIATE STUDS. COLD PROCESS ROOFING MEMBRANE ..
NOTE:ALL FLOORING MATERIALS FINISHED FLODRS VdTH OISSIMIIAR THICKNESSIN PURPOSE,MANUFACTURER SHALL PROVIDE AS PRODUCT CONTROL APP ROVED BY
NOTE:PROVIDE 20-GAUGE GALVANIZED THICKNESS SHALL BE FINISH MATERIALS SHOP DRAWINGS FOR APPROVAL. MIAMI COUNTY 30U FELT HOT MOPPED OVER A�aI ((�++�.--••�� ,�y
METAL STUDS@ 16'O.C.WIVPLYWOOD COORDINATED W/OWNER/ CONCRETE SLAB ORYO
BACKING BOARD DIRECTLY BEHIND KITCHEN ARCHITECT
CABINETS. S GRADE PLYWOOD
SHEATHINHEATHIN G �
TOP OF DECK A
a
0
0
TYPICAL INTERIOR PARTITION SECTION 2 TYPICAL STEEL COLUMN DETAIL 3 LEVELING OF DISIMILAR FLOORING MATERIALS DET. 4 POOL COPPING DETAIL(TYP) TYPICAL COUNTERFLASHING DETAIL
N °
O .T.S. O N.T.S. O N.T.S. O N.T.S.
O N.T.S.
TRACK BRACKET OR
REGULAR ANGLE
PRFAB.OVERFLOW
WATER SCUPPER 2z6 P.T.WOOD JAMBANCHORED TO
CONCRETE WITH 518-BOLTS
COUNTERSUNK@ 12-
'1301'ETWC' 6 3C' O.0&6'FROM TOP
AND BOTTOM
SEALANT
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SEALANT WRAP LEAD LASHING FROMRAOR&TOPOF flCONTINOUS WALL(TYP) FU RI NG STRI PS@24'0.) q IN TAR PAPER PLATE 1BGARAGEDOOR PANE mb m o&SMOOTH FINISHYICA
SXV PREFAB. PPF 0 P.
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OR +v CONCRETE SLAB ;OVERFLOWSO LEAD FLASHING v SLOP EXTERI v°m POP PROVIDE HOT ASPHALT SCHEDULED INSULATION MOTH STUCCO FlNISH o
u o SCHEDULEDWINDOW
GARAGE DOOR
'I fi'SACK(SEE PLUMBING PLAN) WOOD BLOCKING
4 0
SMM ISH 4' ATTACHQ STEEL SCREWS(YP.) v OOTH STUCCO FIN 1%B P.T.MOLDING TRANSLUCENf
oN8CMU WAIL TP) 0 10
U m 0,0 v s,L DOOR _ CONTINUOUS SEALANT AROUND
OR FLOORING EXTERIOR BLOCK
OVER MORTAR BED m WALLWISMOOTH OPENING •
'SECTION' STRUCTURAL CONCRETE SLAB. STUCCO FINISH MIRSIDEROON
.�.e .•.�' SMOOTH STUCCO FINISH
PRFAB. SEE STRUCTURAL DRAWINGS &B'GYPSUM BOARD ON SCHEDULED WINDOW C,
OVERFLOW NOTE: WOOD FURRING Q
WATER SCLAPFR TRACKS,MOTOR&ADDITIONALWEIGHT MUST BE N a'
INTERIOR
COORDINATED WITH DOOR MANUFACTURER EXTERIOR
'ELEVATION' BEFORE ANY WORK IS STARTED. 0 0
SIZE OF STAINLESS STEEL SCREWS TO BE C.M.U.WALL
DETERMINED BYSIM&WEIGHT OF VENEER
SCHEDULED INSULATION
O STONE WATER DEATIL(TYP) O TYPICAL VENT PENETRATION DETAIL O GARAGE DOOR DETAILS TYPICAL WINDOW SILL DETAIL 10 TYPICAL WINDOW HEAD DETAIL
N
EXTERIOR INTERIOR
- 113 P.T.FURRING STRIPS AROUND
DOOROPENINGS INSTALLATION BY DOOR
113 P.T.FURRING STRIPS MANUFACTURERTOOOMPLYWI r
SCHEDULED DOOR sf'GYPSUM BOARD P.T.WOOD BLOCKNG ANCHORED TO AROUNDOPENINGS PRODUCT CONTROL APPROVAL Ih TAI '
FLOOR FINISH MATERIALVlI BIILLNOSE
WALL BEYOND %'GYPSUM BOARD
CONCRETE BLOCK INTERIOR @STEPS
s
SCHEDULED DOOR - - - SCHEDULED DOOR �E"GYPSUMBOARO (SEE SCHEDULE FOR FINISH)
STRUC.SLAB
COORDINATE SLAB RECESSWIDOOR FOLD COPPER PAN#2.OVER - "T” SEE STRUC.PLAN5
MANUFACTURER BEFORE FORMING
BLOCK WALLS WITH SIDES TO a iz4 W000 BUCK(OR LARGER)
CONCRETE STUCCO (1)-b4WOODSTUD °a: Q Q FULLY BEGIN SEALANT
SCHEDULED DOOR FLOOR FINISH MATERIAL RISERS
SCHEDULED EXTERIOR tl �:.' .< ' .�
6o
FINISH SCHEDULED FLOORING WOOD JAMB WIWOOD DOORa. a. (SEE SCHEDULE FOR FINISH)
STOP \-\ O E�
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p. e
RPM (3}51fi'METAL
STONE BULL CONCRETE SLAB AS PER STUDS I6'O.C.
STRUCTURAL WOODJANB
CONTINUOUS SEALANT AROUND OPENING
PLASTIC CORNER BEAD AROUND Q
C.M.U.WALL OPENING \\\\ \/\/\\/\/\\\/\�\\\\\/\�\\\\\ %\ w
STONE KICK TO ° n `>'a'GYPSUM BOARD \�L� \\\`�l�/\\ /�\ �" C F
SMOOTH STUCCO �I
MATCH FLOOR .. .. FRAMEWIDTH W Do
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INSTALLATION BY DOOR a�. . d�. C.M.U.WALL
FINISH OPENINGWDTH OD O
MANUFACTURER TO COMPLY W/
EXTERIOR Z CO 17)
PRODUCT CONTROL APPROVAL.
N.T.S.TYPICAL EXTERIOR DOOR THRESHOLD DETAIL 12 TYPICAL INTERIOR DOOR HEAD/JAMB DETAIL 13 TYPICAL DOOR JAMB @ INTERIOR C.M.U.WALL 14 TYPICAL EXTERIOR DOOR JAMB DETAIL 15 BULLNOSE STEP DETAIL(TYP)
DETAIL O SCALE 314'=1-
0 N.T.S.
aaaa
2'FINE GRAIN SAND
COMPACTED B'C.M.U.WALL NOTE:COORDINATE HEIGHTS WITH OWNEq
SCHEDULED DUCTILE IRON 4'CONT.TRENCH DRAIN AND CABINET MANUFACTURER W
DRIVEWAYMATERIAL INLAY GRATE STONETILEIGRANRE TOP&BACK SPLASH AS
LOCK DOWN INTERIOR RIOR z SELECTED BYOWNER 4',2mAUGE METAL STUDS O
RED DOT BUILT-IN BOLT SCHEDULED DRIVEWAYMATERIAL ON Y FINE SAND FOR REINFORCING SEE
LOCK BLOCKFOR
W
ON G CRUSHED LIME ROCK BASE ON WELL STRUCT.PLANS UPPER CABINETS '
GRATELOCK POLYOpMNCHANNEL COMPACTED EARTH T095%DENSITY 7FINE SCHEDULED DRIVEWAY
I•-I aaaa
DOWN MATERIAL FIN.GRADE.
t' x
SLOPE GRAIN SAND
,�-1... .....:..... — - MORTAR AT ',= Zz4 HORIZONTALW00DMEMBER
95%DENSITY ° PERIMETER. - STUDS
SECURELY FASTENED BETWEEN
COMPACTED '�� 8'XS'CONC. BULLNOSE MATERIAL 0
14z'�CEBB �... SUB-BASE _ _ I—I I—I I=III CURB.W11p5 CONT. SAME AS TOP C O
—III—III—III—III—III—III— TIE BEAM,SEE STRUCTURAL
_ (—II-( III—T-711—T?-111-111—II DRAWINGS p
ao
6"THICK CRUSHED LIMEROCK § BASECABINETS
&'THICK CRUSHED LIMEROCK BASE COMPACTED TO 95% ALUM.CABINET @B.B.O.
BASECOMPA) D1095% I I— I I—III— I DENSITY(MIN.) AREABYOTHERS
95%DENSITY —III III—I
95%DENSITY COMPACTED SUB-BASE FINISH AS PER O
III— 95%DENSITY COMPACTED ROOM FINISH SCHEDULE
SUB-SASE FINISH AS PER •�
ROOM FINISH SCHEDULE ...:. ...::....'...,.. .d U
CONTINUOUS2z4 P.T. Td O
BOTTOM PLATE ,b b U a
sheet no.
�s DRIVEWAY DRAIN DETAIL(TYP) 17 TRENCH DRAIN DETAIL @ GARAGE(TYP) 18 BRICK PAVER DETAIL(TYP) 1s B.B.Q. DETAIL(TYP) 20 KITCHEN CABINET PARTITION DETAIL(TYP) A- 13
N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
13 OF 13