HomeMy WebLinkAboutConstruction Plan 11-18-16i
TOP OF BEAM
@ +23'-0" A.F.1
2ND FLOOR
@ +1 T-0" A.Fl
TOP OF BEAM
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NAVD 18.67
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TOP OF BEAM
@ +23'-0" A.F.F.
2ND FLOOR
@ +1X-0" A.F.F.
TOP OF BEAM
@ +1 l-4"A.F.F.
1ST FLOOR ELEV 0'-t':
NAVD 18.67
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KEYNOTES
01 111- .
300 - FLAT CONCRETE ROOF TILE
301 - SMOOTH STUCCO FINISH (TYP.)
302 - RAISED SMOOTH STUCCO BAND/SILL
303 - STONE WALL CLADDING
304 - PORCELAIN TILE
305 - ALUMINUM RAIL (TO REJECT 4- SPHERE)
306 - IMPACT WINDOWS/DOORS (ALUMINUM)
307 - EDEN COAST GARAGE DOOR
STAINED, LOUVERED
308 - WALL MOUNTED LIGHT FIXTURE
309 - KNIFED POOL EDGE W/ GLASS PANEL
310 - DECORATIVE OUTRIGGER w/ SMOOTH
STUCCO FINISH
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Job No, 1614184
2016
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-.LC,t'*3Y LEVEL -11'-0"
A -A J`Oft v"
SCALE" V-0"
OIL TOP OF BEAM
@ +23'-0"A.F.F.
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jllf-� 2ND FLOOR
@+13'-0"A.FY.
ol L TOP OF BEAM
@+11'-4"A,F,F.
1ST FLOOR ELEVO'-C
NAVD 18.67
LOBBY LEVEL@ -IT-
NAVD 7.67
30'Cli SIEDRIES KEYNOTES
300 - FLAT CONCRETE ROOF TILE
301 - SMOOTH STUCCO FINISH (TYP,)
302 - RAISED SMOOTH STUCCO BANDISILL
303 - STONE WALL CLADDING
304 - PORCELAIN TILE
305 - ALUMINUM RAIL (TO REJECT 4" SPHERE)
306 - IMPACT WINDOWS/DOORS (ALUMINUM)
307 - EDEN COAST GARAGE DOOR
STAINED, LOUVERED
308 - WALL MOUNTED LIGHT FIXTURE
309 - KNIFED POOL EDGE w/ GLASS PANEL
310 - DECORATIVE OUTRIGGER W/ SMOOTH
STUCCO FINISH
ALL MANUFACTURES LABLES SHOWING
U FACTORS AND sI4GC COMPLIANCE
REVISIONS
BY
DATE
PERMIT SETS
S41
8.29.2016
STRUCTURAL COORC
Sfl
9.7.2016
-1st Bldg Comments
S-H
11.18.2016
Job No. 1614184
fl: i
NOV 13 2016
Su"UTH ELEVATION Lright
2" VTR
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REMION5 BY DATL
A PERMIT SETS SH 8.29:2016
STRUCTURAL COORD SH 9.7.2016
A It Bldg Comments SH 11.18.2016
- f
SMOOTH
STUCCO
BEAM
SCORED STUCC(
TO LOOK LIK'
T&G CL(
REFLECTEI) CEILING PLAN
SCALE: 3/16" = 1 "-0"
GARAGE/LOBBY LEVEL
REFLECTED CEILING PLAN
SCALE: 3/16" = 1 "-0"
to
O j
N
I`
REVISIONS BY DATE
0 PERMIT SETS SH 8.29.2016
Q STRUCTURAL COOR SH 9.7.2016
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2nd FLOOR
REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-O"
REVISIONS
BY
I DATE
PERMIT SETS
SH
8.29.2016
STRUCTURAL COORD
SH
9.7.2016
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NOTE:
PICKET SPACING TO
REJECT 4" DIA. SHERE
t
NOTE:
ALL FASTENERS FOR RAIL ATTACHMENTS
TO BE STAINLESS STEEL
TOP CAP ON
2"x2/2" TUBE
/Z" DIA SOLID
ALUM ROD
(TYP.)
2"x2"SQ
PICKET
2"x2"SQ
PICKET
08 ALUM. GUARD RAIL w/ NTS 04 ALUMINUM GUARD DETAIL 3/4to = 1'-0"
GLASS PANEL DETAIL
PROOF TRUSSES @ 24" O/C — 2 z
Oz
OW
�a
C)O
Q
PREFAB ATTIC ACCESS w j
SCUTTLE FRAME ATTACH r
PER MANUF. SPEC'S w z
J O
U �
AIR SEAL GASKET o 2
(TYP. ALL SIDES) z0
2�
Q
PRE-MANUF SCUTTLE DOOR OR
5/8" GYP BOARD SCREWED TO
7
MIN 1/2" CDX PLYWOOD PANEL
DECORATIVE TRIM IS PART
OF SCUTTLE FRAME
CEILING
07 I TYPICAL ATTIC ACCESS DETAIL
RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN
THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND
WATERPROOFING BE PROVIDED 1" BEYOND THE SLIDING GLASS DOOR
PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE
RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE
EXTERIOR FACE OF THE WALL
RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD
TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB
AND THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR
PERIMETER SEALANT.
1" BEYOND SLIDING GLASS DOOR
PERIMETER SEAL
CONCRETE BLOCK
STUCCO
1\\ SLIDING LASS DOOR
FRAM SI
ESS
06 WATERPROOFING @ BALCONY
T"kNDEM CAP @
:WEL POST
RDWOOD BALUSTERS
ACED TO REJECT
DIAMETER SPHERE
NEWEL POST
NTS 03 WOOD BALCONY RAI LING DETAIL 3/4" = 1'-0'
GRASPABLE TOP RAIL PER
N.F.P.A. 101 5-2.2.4.5 (C)
R 311.5.6 HANDRAILS SHALL BE PROVIDED
ON AT LEAST 1 SIDE OF EACH STAIRS &
SHALL BE CONTINUOUS FOR THE FULL
LENGTH OF THE FLIGHT
HARDWOOD BALUSTERS
�SPACED TO REJECT
4" DIAMETER SPHERE
RUN
WOOD—�
STAIRS
DECORATIVE
HARDWOOD SKIRTBOARD
UPPER STAIR - RISE=7.09", RUN=11"
LOWER STAIR - RISE=6.95", RUN=11"
NTS 1 02 1 STAIR RAIL DETAIL
FOR FIRE RATED & ADJACENT WALLS:
TOP & BOT RUNNERS TO BE FASTENED TO
CEILING & FLOOR @ MAX 24" O/C w/ 5/8"
EMBED NAILS OR SELF TAPPING SHEET
METAL SCREWS FOR METAL TO METAL
3/4" = 1'-0"
3%" METAL RUNNER
TRACKS (25 ga) TOP & BOT
3%" METAL STUDS
(25 ga) @ 24" O/C
FLAT ROOF TILE (ATTACH PER
ROOF TILE NOA) ON 90# ROOFING
HOT MOPPED TO 30# FELT, TIN TAGGED TO
APA 40/20 19/32" EXPOSURE 1 PLYWOOD
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
TOP OF BEAM
@ +11'-4" A.F.F.
F1 SEE SHEET A802 FOR —/
A802 TRUSS END DETAILS
ogL TOP OF BEAM & 1ST FLOOR
ELEV 0'-0"
8"x16" BOND BEAM--,-"-
(SEE STRUCTURAL PLANS)
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
n GARAGE/LOBBY @
ELEV-11'47-1 T-0"
GRADE VARIES
77 _77
INTERIOR WALL & CEILING FINISH NOTES:
1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2014
R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 200.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
INSULATION NOTES:
1. ALL INSULATION TO COMPLY w/ FBC 2014 R302.10 FOR
FLAME SPREAD & SMOKE DEVELOPED INDEX.
2. FLAME SPREAD INDEX NOT TO EXCEED 25.
3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450.
FLAT ROOF TILE (ATTACH PER MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
ROOF TILE NOA) LE 90# ROOFING OPEN CELLED FOAM INSULATION THAT PASSES
HOT MOPPED TO 30# FELT, TIN TAGGED TO ACC 377 APPENDIX'X' WITHOUT A COATING
APA 40/20 19/32" EXPOSURE 1 PLYWOOD
SEE ANCHOR SCHEDULE
ON STRUCTURAL PLANS
FOR ROOF TIE DOWNS
n TOP OF BEAM
12
4 1/2
G. ROOF
USSES @ 24" O/C
RATRUN RESTRAINTS
(SEE STRUCTURAL PLANS)
@ +23'-0" A.F.F.
°' /8" GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES
P.T. 1x3 FIRESTOP CONT.
MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED
I °
OPEN CELLED FOAM INSULATION THAT PASSES
ACC 377 APPENDIX'X' WITHOUT A COATING
F1 SEE SHEET A802 FOR
A802 TRUSS END DETAILS
o
I MIN 8"x8" BOND BEAM
(SEE STRUCTURAL PLANS)
12
4 1/2 �
D
NG.ROOF
RUSSES @ 24" O/C
P.T. 1x4 CONT.
RATRUN RESTRAINTS
%a" GYPSUM TOPPING ON %4' T&G
(SEE STRUCTURAL PLANS)
I PLYWOOD GLUED & SCREWED TO
D
FLOOR TRUSSES. (PLACE PLYWOOD
/" GYPSUM BOARD CLG ATTACHED
TOP OF BEAM & 2ND FLOOR
I PERPENDICULAR TO TRUSSES)
TO BOT CHORD OF TRUSSES
@ +13'-0" A.F.F.
I °
P.T. 1x3 FIRESTOP CONT.
24" DEEP PRE-ENG FLOOR
°I
o TRUSSES @ 24" O/C MAX
MIN 8"x8" BOND BEAM
8"x16" BOND BEAM —,---I
(SEE STRUCTURAL PLANS)
(SEE STRUCTURAL PLANS)
MIN R-20 1/2 lb. PER CUBIC FOOT SP Y APPLIED
OPEN CELLED FOAM INSULATION THA ES
1
ACC 377 APPENDIX 'X' WITHOUT A COAT G
DI
I
r
GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES OR
METAL FRAMING @ SOFFITS
P.T. 1x3 FIRESTOP CONT.
nn
I\ .—D T I -A (YIAIT
A —n T 4.,A nilKiT
% 4" GYPSUM TOPPING ON %4" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
°
r
N
24" DEEP PRE -ENO FLOOR
TRUSSES @ 24" O/C MAX
MIN R-20 1/2 lb. PER CIJBIC FOOT SP Y APOPEN CELLED FOAM INSULA ION F
a
I
ACC 377 APPENDIX 'X' WITHOUT A COATI G
DI
..
GYPSUM BOARD CLG ATTACHED
TO BOT CHORE) OF TRUSSES OR
��-5/8" GYP BOARD w/ A
LEVEL 4 FINISH OR
5/8" DUROCK @ WET AREAS
NOTE: BATT INSULATION FOR WALLS
P.T. 2x4 FRAMING AROUND BETWEEN CONDITIONED and
ALL SHOWER OPENINGS UNCONDITIONED SPACES, AT
OPT. LOCATIONS FOR SOUND- GENERAL NOTE SPECIFICATIONS:
SEE PLANS -ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
05 NTS 01 INTERIOR FRAME WALL (NON BEARING) 1 1/2" = 1'-0" D1 I TYPICAL 2-STORY WALL SECTION
METAL FRAMING (cv SUFFI I5
P.T. 1x3 FIRESTOP CONT,
5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION
STAPLED TO P.T. 1x2 FURRING @ 24" O/C
P.T. 1x4 CONT.
�Pd--— -----
a
Qa a
1 1 1 SEE STRUCTURAL PLANS
la 1= FOR PILING, GRADE BEAMS,
FOUNDATION DETAILS
I �
� I
LIED
;ES
TOP OF BEAM & 1ST FLOOR
ELEV 0'-0"
8"x16" BOND BEAM—,---
(SEE STRUCTURAL PLANS)
FILLED CELLS w/ VERT. DOWELS
(SEE STRUCTURAL PLANS
FOR SIZES & LOCATIONS)
3/4" RECESS
n GARAGE/LOBBY @
ELEV-11'-4"/-11'-0"
GRADE VARIES
GENERAL NOTE SPECIFICATIONS.
ALL CONCRETE SHALL BE OCEAN MIX
-ALL NAILS SHALL BE GALVANIZED
-ALL FASTENERS SHALL BE STAINLESS STEEL
.%4' GYPSUM TOPPING ON %" T&G
PLYWOOD GLUED & SCREWED TO
FLOOR TRUSSES. (PLACE PLYWOOD
PERPENDICULAR TO TRUSSES)
Rl
D
-
N
c
24" DEEP PRE-ENG FLOOR
TRUSSES @ 24" O/C MAX
MIN R-20 1/2 lb. PER CUBIC FOOT SP Y APF
OPEN CELLED FOAM THA c
ACC 377 APPENDIX'X' WITHOUT A COATI G
°I
GYPSUM BOARD CLG ATTACHED
TO BOT CHORD OF TRUSSES OR
�c1L�3i1�iy�■ � '1 [ « r�] aw 1111467=61101`I
V METAL FRAMING @ SOFFITS
P.T. 10 FIRESTOP CONT.
°I 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION
STAPLED TO P.T. 1x2 FURRING @ 24" O/C
P.T. 1x4 CONT.
—_�- —_ — —
alIII=1�I���I�I�II1�-1—
1 i-
° SEE STRUCTURAL PLANS
a — FOR PILING, GRADE BEAMS,
a I FOUNDATION DETAILS
aI
I a1
LIED
ES
3/4" — 1'-0" 1
REVISIONS BY DATE
' Q PERMIT SETS SH 8.29.2016
3
Q STRUCTURAL COOR SH 9.7.2016
a
f.l
12
41/2�
FLAT CEMENT
TILE ROOF (TYP.)
GALV METAL DRIP—Z
OVER P T. 1x2 ON 2x6
CYPRESS FASCIA w/
(2) 16d TO EACH TRUSS
MIN 5/8" STUCCO ON
SELF FURRING METAL
LATH SOFFIT (SCORED
TO LOOK LIKE T&G)
2'-0"
OVERHANG (TYP.)
�'
4"
III
L
a
0
12
4 1/2�
m
F1 FASCIA DETAIL
1-011
to
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REVISIONS
PERMIT SETS
STRUCTURALC
BY DATE
SH 8.29.2016
SH 9.7.2016
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CASING BY INTERIOR
OR OWNER
lX6 P.T. NAILER —
IDRYWALL SEE
(WALL SECTIONS-7
°
�a N
EXTEND
e a °VVATERPRIOOFIAG
2X6 P.T. BUCK W/ 1/4" DIA. x
1-3/4" EMBED. @ 12" O.C., 6" E.E.
PROVIDE 2-1/4" MASONRY
EDGE DISTANCE
JAMB EXTENSION AS NEEDED
ATTACH DOOR FRAME
PER LATEST NOA PRODUCT
APPROVALS
IMPACT RATED EXTERIOR
DOOR (NOT FRENCH) PER
LATEST NOA PRODUCT
APPROVAL
STONE OR BRICK
THRESHOLD
VULKEM SEALANT ON
BACK SIDE & FRONT
WATERPROOFING INSIDE & OF BUCK
FACE OF OPENINGS, SEE
SPECS STUCCO RETURN
STUCCO w/
SMOOTH FINISH
FILLED CELL OR
POURED COL., SEE
STRUCT.
M [DOOR R OO M73WHO JAH o DC 7&OL
NOTES:
1. CAULKING, SEALANT, ADHESIVE,
8" OVERLAP STUCCO w/
OR GASKET SEALS WINDOW FRAMING SMOOTH FINISH
AND WALL JOINTS TO FORM AIR BARRIER.
I
2. THESE PRINCIPLES ARE
\�. ALSO APPLICABLE TO DOOR
WEATHERPROOFING. WATERPROOFING INSIDE &
MOISTURE BARRIER FACE OF OPENINGS, SEE
OVERLAPPED TQ DIRECT SPECS. —
MOISTURE AWAY`IROM
STRUCTURE/ FRAMING.
MIN.
MIN.
FOLDED OR—` "
SOLDERED SILL
FLASHING
JAMB CASING/ TRIM
M9O[ ODY wq a7F=RG°DROOO MH(3
ACCEPTABLE WATERPROOFING
METAL STUD PARTITION w/
GYPSUM WALLBOARD
(SEE WALL TYPES)
BLOCKING AS REQ'D
PROVIDE: SHIMS AS
REQUIRED
WOOD CASING BY OWNER
PRE -HUNG WOOD DOOR
FRAME
DOOR STOP
WOOD DOOR
(SEE FLOOR PLAN)
NOTES:
1.VIERIFY w/ OWNER IF SOUND
(INSULATION WILL BE REQUIRED.
2. VERIFY HINGE SIDE w/ FLOOR PLAN.
*CAULK AS REQUIRED
R TVP. OHMEMOO R [DOOR HEAD DF7AOL
PRECAST LINTEL OR CMU WALL OVER PRECAST
POURED BEAM LINTEL OR POURED CONC.
(SEE STRUCTURAL BEAM, SEE STRUCT.
TWG's)
DRYWALL SEE
WALL SECTIONS STUCCO w/ O
SMOOTH FINISH
Y
z
1X6 P.T. NAILER /
STONE SURROUND IF Q.
APPLICABLE w W
W w,
�< d CASING BY INTERIOR W ° 2
n OR OWNER>
6 T
HEAD CASING/ TRIM JAMB EXTENSION AS1
6
WINDOW UNIT
SILL (SLOPED TOP)
OVERHANGS APRON +/- 1"
°
°
d
u
d
130
d
<°
d
z
Oa
°
a
d
°
eu/
w
g/
LL
w
d
3Y$"
WOOD CASING, BY OWNER
PROVIDE SHIMS AS REQUIRED
METAL STUD PARTITION w/
GYPSUM WALLBOARD
(SEE WALL TYPES)
DOOR STOP
NOTES:
`.VERIFY w/ OWNER IF SOUND
INSULATION WILL BE REQUIRED.
2. VERIFY HINGE SIDE w/ FLOOR PLAN
1Y2'=V-0" *CAULK AS REQUIRED
rypo owri w DOOR jam orr,%OL
PLASTER w/ SMOOTH
FINISH STUCCO w/
1 ' SMOOTH FINISH
2X6 P.T. BUCK W/ /4
TAPCONS W/ WASHERS 1Y4'
EMBED @ 8" O.C. MAX, 2" WATERPROOFING INSIDE &
FROM CORNER FACE OF OPENINGS, SEE
SPECS.
BLOCKING AS REQ'D
PRE -HUNG WOOD
DOORFRAME
WOOD DOOR
(SEE DOOR SCHEDULE)
WOOD DOOR
(SEE FLOOR PLAN)
WOOL) CASING, PAINT GRADE
(VERIFY w/ OWNER)
FIRE -HUNG WOOD DOOR FRAME
DOOR STOP BEYOND
FINISH( FLOOR VARIES BY
ROOM
('VERIFY SPEC's w/ OWNER)
CONCRETE FLOOR SLAB
(SEE FOUNDATION PLAN)
NOTES:
`.VERIFY w/ OWNER IF SOUND
INSULATION WILL BE REQUIRED.
2. VERIFY HINGE SIDE w/ FLOOR PLAN
lY2'=l'-0" *CAULK AS REQUIRED
Gzl TYP. OHMEROOO R DOOR THRIESHOO LDD DD E7AOL
PRECAST LINTEL OR
POURED BEAM
(SEE STRUCTURAL DWG's)
°
a
d
Z
a
DRYWALL SEE
w°
WALL SECTIONS
°
w
w
1 X6 P.T. NAILER
cam:
NEEDED STANDARD 2" TRACK, 1 „
CORNER BEAD 1/4 EMBED 8 O.C. MAX, 2
2X6 P.T. BUCK W! 1/4" TORSION SPRING STONE SURROUND & @
STONE SURROUND & FROM CORNER
RETURN OTIONAL DIA. x 1-3/4" EMBED. @ DRIP KERF IN OPERATED O.H. RETURN, SEE
(SEE ELEVATIONS) 12" O.C., 6" E.E. STUCCO RETURN7
GARAGE DOOR. ELEVATIONS — IMPACT RATED FRENCH
PROVIDE 2-1/4" DOOR INSTALL PER
VULKEM SEALANT ON
MASONRY EDGE STEEL INSULATED IMPACT PRODUCT APPROVAL
7DISTANCE
WATERPROOFING INSIDE & RATED OVERHEAD DOOR w/
FACE OF OPENINGS, SEE SPECS.
BACK SIDE & FRONT
OF BUCK
VULKEM SEALANT ON IMPACT RATED SLIDING
WOOD VENEER INSTALL PER
BACK SIDE & FRONT DOOR INSTALL PER
NOTE:
PRODUCT APPROVAL
NOTE:
1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS
OF BUCK 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS PRODUCT APPROVAL
WD. MOULD OVER
USE P.T. lx4'S w! lY2" COIL NAILS @ 8" O/C, THE
USE P.T. lx4'S w/ lY2" COIL NAILS @ 8" O/C, THE
1X6 SMOOTH
WINDOW/DOOR IS THEN TAPCONNED THRU THE
WINDOW/DOOR IS THEN TAPCONNED THRU THE
CEDAR BD. OVER
BUCK TO THE CONCRETE STRUCTURE PER ITS
STUCCO w/
SMOOTH FINISH
WATERPROOFING INSIDE &
FACE OF OPENINGS, SEE
SPECS.
STONE SURROUND &
RETURN OPTIONAL
SEE ELEVATIONS)—
VULKEM SEALANT ON
BACK SIDE & FRONT
OF BUCK
BUCK TO THE CONCRETE STRUCTURE PER ITS %4'=1'-0" 1X PT. FURRING 1Y2'=l'-0" *CAULK AS REQUIRED RESPECTIVE NOA REQUIREMENT. lY2"=l'-O" *CAULK AS REQUIRED
RESPECTIVE NOA REQUIREMENT.
U SLODOHO CLASS DOOR a ` L%D DETAOL Q (MaRA E DOOR R HEM DE7&OL L IrVPOCLQL MJn ONOMM G, E&D DE7&O Q TYPOC�AL C�G�EHC H DOOR ME&D DETUL
2X6 P.T. BUCK W/ 1/4" DIA. x � 2X4 P.T. BUCK W/ 1/4" DIA. x
1-3/4" EMBED. @ 12" O.C., . E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH CASING BY INTERIOR 1-3/4" EMBED. @ 12" O.C., 6'' E.E.
CASING BY INTERIOR PROVIDE 2-1/4" MASONRY OR OWNER PROVIDE 2-1/4" MASONRY CASING BY INTERIOR
1 1 "
1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUND OR OWNER — EDGE DISTANCE 2X6 P.T. BUCK W/ /4 TAPCONS W/ WASHERS 1/4 EDGE DISTANCE OR OWNER
PERIMETER OF ALL WINDOW OPENINGS. EXTEND 9" MIN, AROUND PERIMETER FACE1[ EMBED @ 8" O.C. MAX, 2" FROM CORNER 1X6 P.T. NAILER
1X6 P.T. NAILER JAMB EXTENSION AS NEEDED DRYWALL SEE JAMB EXTENSION AS NEEDED lX6
2. VULKEM 350NF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING & RECESS IN CONCRETE DR P.T. NAILER
DRYWALL SEE IMPACT RATED SLIDING (WALL SECTIONS-7 INTERIOR SILL SEE BY INTI=RIOR DRYWALL SEE
10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUND/ALL SECTIONIS DOOR INSTALL PER
PERIMETER FACE. —
PRODUCT APPROVAL —
_ STEEL INSULATED IMPACT RATED
— VULKEM SEALANT ON OVERHEAD DOOR w/ WOOD VENEER
o N BACK SIDE &FRONT INSTALL PER PRODUCT APPROVAL
OF BUCK
EXTEND
° WWATERPROOFING STONE OR BRICK
THRESHOLD
WATERPROOFING INSIDE &
„ - FACE OF OPENINGS, SEE
SPECS.
STUCCO w/ STONE SURROUND &
SMOOTH (FINISH RETURN OPTIONAL
(SEE ELEVATIONS)
FILLED CELL OR
NOTE
R 1 X SMOOTH CEDAR
,�i
OR OWNER WALL SECTIONS —
IMPACT RATED WINDOW
INSTALL PER PRODUCT0,4
_
APPROVAL ° `N
ND. MOULD EXTERIOR STONE SILL
3D. OVER 1X PT. FURRING — VVATF-RPRIQOFI G e
WATERPROOFING MEMBRANE AROUND STONE SURROUND &
RETURN OPTIONAL
OPENINGS, SEE SPECS. (SEE ELEVATIONS)
CORNER BEAD
POURED COL., SEE STONE SURROUND
STRUCT. lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS POURED COL. AT IF APPLICABLE, SEE ELEVATIONS
USE P.T. lx4'S w/ lY2" COIL NAILS @ 8" O/C, THE CMU WALL, SEE
WINDOW/DOOR IS THEN TAPCONNED THRU THE STRUCT.
BUCK TO THE CONCRETE STRUCTURE PER ITS
*CAULK AS REQUIRED RESPECTIVE NOA REQUIREMENT. 1Y2'=V-0" *CAUL.K AS REQUIRED
iA��RpR00pO IC �pC C�� `� SLODOM CLASS DOOR JAGS o DD C `GAOL p 2ARAW DOOR �J& o DD IE7z%OL
1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND
170 MPH WIND LOADS AS
REQUIRED BY FLORIDA BUILDING CODE 2014 AND ALL APPLICABLE CODES.
SLIDING GLASS
2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW &
ALUMINUM BI-PARTING
DOOR SILL RISER
(SEE MFG. SPEC's)
DOOR SPECIFICATIONS.
SLIDING GLASS DOOR
(SEE DOOR SCHEDULE)
*ADJUST FINISH FLOOR AS
3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT
NECESSARY TO FINISH OUT FLUSH
GAIN.
ATTACHMENT PER
w/ SLIDING GLASS DOOR SILL —
MFG. SPEC's
RISER
4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHG�
EXTERIOR LANAI
AS INDICATED IN
FLOOR FINISH
THE ENERGY CALCULATIONS.
CONCRETE FLOOR SLAB
5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED
ill
WINDOW AND DOOR
TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT.
— a
6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS.
°
d
7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING
°
y g
MATERIALS AND NECESSARY
d 8
INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET
CODE FOR LOADS.
g
9
° d S
8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS,
MUNTIN BARS, AND OVERALL
CONCRETE FLOOR
CONFIGURATION.
SLAB
MOULD & 1X6 SMOOTH
CEDAR BD.
CAST STONE
SURROUND, BEYOND
STUCCO RETRUN
STUCCO w/ WATERPROOFING INSIDE &
SMOO I H FINISH FACE OF OPENINGS, SEE STUCCO w/
FILLED CELL OR SPECS. SMOOTH FINISH
POURE IJ COL., SEE NOTE: FILLED CELL OR
STRUC. f. lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS POURED COL., SEE
USE P.T. lx4'S w/ 1Y2" COIL_ NAILS @ 8" O/C, THE STRUCT.
WINDOW/DOOR. IS THEN TAPCONNED THRU THE
BUCK TO THE CONCRETE STRUCTURE PER ITS
lY2"=1'-0" *CAULK AS REQUIRED RESPECTIVE NOA REQUIREMENT. lY2"=l'-0" *CAULK AS REQUIRED
`T�IpOOAL �Of DOS Ail D `=`GAOL G= `� YPOOAL FRIEHIC � DOOR JAMB OFF-rAOL
STONE OR STUCCO
EXTENSION JAMB
IF APPLICABLE
(SEE ELEV'S) IMPACT RATED FRENCH
TILE OR EPDXY FLOOR DOOR INSTALL PER
r (VERIFY w/ OWNER) PRODUCT APPROVAL.
STONE OR STUC
SLOPE
DRIVEWAY PAVERS (VERIFY w/
OWNER) SLOPE
g o
INDICATES CONCRETE SLAB
(SEE STRUCTURAL DWG's)
INDICATES STEEL INSULATED DOOR w/ WOOD VENEER
(SEE DOOR SCHEDULE)
9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. *CAULK AS REQUIRED 1Y2"=1'-0" *CAUL,K AS REQUIRED
EK EROOO R M�OH ODY o DOOR R CC HERAL HOMES ES � SLODOHO CLLaSS DOOR R BOLL DCF7AOL H OARAME DOOR BOLL DEMUL
WINDOW SILL
2X4 P.T. BUCK W/ 1/4" DIA.
EXTENSION JAMI
(SEE ELEV'S)
x 1-3/4" EMBED. @ 12"' O.C.,
APPLICABLE (SE
6" E.E.
VULKEM SEALANT ON
6
PROVIDE 2-1/4" MASONRY
BACK SIDE & FRONT
EDGE DISTANCE
OF BUCK
o<z°
°
2%z"
`— SILL & APRON BY INTERIOR
WATERPROOFING INSIDE &
U-
�`
OR OWNER
VULKEM TRAFFIC
FACE OF OPENINGS, SEE
a
<
STONE OR BRICI
°
PAVERS, RISER
°
1X6 P T NAILER
THRESHOLD (TY
.
a DRYWALL SEE WALL
SECTIONS
STUCCO w/
SMOOTH FINISH ° w z
POURED CONCRETE ;SILL U) -1
(SEE STRUCTURAL DWG's) a
NOTE:
lx BUCKS MAY BE USED IN LIEU OF 2x BUCKS
USE P.T. lx4'S w/ 1Y2" COIL NAILS @ 8" O/C, THE
WINDOW/DOOR IS THEN TAPCONNED THRU THE
BUCK TO THE CONCRETE STRUCTURE PER ITS
W
f
N r
5
PRECAST LINTEL OR
POURED BEAM
(SEE STRUCTURAL DWG's)
DRYWALL SEE `
WALL SECTIONS
lX6 P.T. NAILER
CASING BY INTERIOR OR t
OWNER
JAMB EXTENSION AS NEEDED
2X6 RIPPED P.T. BUCK W/ 1/4" g
DIA. x 1-3/4" EMBED. @ 12" O.C., r
6" E.E.
PROVIDE 2-1/4" MASONRY
EDGE DISTANCE E
•1•];� L�1
1Y2"=l'-O"
O �
2X P.T. BUCK W/ 1/4" DIA. x
1-3/4" EMBED. @ 12" O.C., 6" E.E.
PROVIDE 2-1/4" MASONRY EDGE
DISTANCE
JAMB EXTENSION AS
NEEDED
IMPACT RATED FRENCH DOOR
INSTALL PER PRODUCT
APPROVAL
VULKEM SEALANT ON
BACK SIDE & FRONT
OF BUCK
STONE OR BRICK
THRESHOLD
STONE SURROUND &
RETURN OPTIONAL
(SEE_ ELEVATIONS)
WATERPROOFING INSIDE &
FACE OF OPENINGS, SEE
SPECS.
1 Y2"= V-0"
D
DOORJAMB
EXTENSION
FRENCH DOOR &
ALUM. THRESHOLD,
INSTALL PER
PRODUCT APPROVAL
1X P.T. BUCK W/Y4"
TAPCONS 1Y2"EMBED
@ 12" O.C., 2"MAX
FROM CORNERS.
FINISHED FLOOR, BY
OWNER
lY2"=l'-0"
*CAULK AS REQUIRED RESPECTIVE NOA REQUIREMENT„
1Y2'=1'-0"
*CAULK AS REQUIRED
7
lrvpOOAL YONDOY BOLL DDC it UL
E
I ` YPOOAL FREHICH DOOR R BA DDOLE DD ETZU
%"RECESS CONCRETE
SLAB TYP.
1" RECESS @ DOOR
THRESHOLD
REVISIONS BY DATE
i 0 PERMIT SETS SH 8.29.2016
Q STRUCTURAL COOR SH 9.7.2016
i
16 141
(),r°T W
.. I# fk i h
WINDOW AND DOOR
DETAILS
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