05-875-006Mm" FX= N i
I. METAL ACCESSORIES FOR ROOF SHALL BE NOT LESS THAN GAGE
STEEL GALVANIZED A MIN. 6.
.9 OUNCE PER SQUARE FOOT I N
AT ALL CORNERS THE ENDS OF THE ADJOINING EDGE FETAL SHALL OVERLAP 5 INCHES
COMPLIANCE WITH ASIM A 5 52 5
1
NOTCHED AND BEND AROUND CORNERS. THE OVERLAP SHALL BE COATED WITH
AN OUTSIDE WINDOW OR DOOR OPERABLE
APPROVED SEALANT OR MASTIC.
2. MINIMUM FACE AND DECK FLANGE DIMENSIONS SHALL BE OF SUFFICIENT
FROM THE INSIDE WITHOUT THE USE OF TOOLS
OF 3/4'. THE MAXMNN
ANDODECK
' FACE FUWEOgME�ONSKSHAALL BE
8d GALV. NAILS AT 4' O.C. TO 2X
SUB - FASCIA THRU -OUT ROOF PERIMETER
GAGE 26 QIGE
(61 CM? IN HEIGHT, AND 5.1 SQ FT. (053)
FACE DIMENSIONS 4 RICHES
28 GAGE CONT. STL GALV.
DECK FLANGE 3 R4CF1E3
MTL- DRIP WITH 112 GAG
AND NO LESS THAN 36 R (SI CM)
CONT. 2X WOOD
CLEAT GAGE Y4 GAGE
1 1/4 ANNUALAR RING SHANK
SUB FASCIA
DRIP EDGE SHALL 13E OF 8 To 10 FEET IN LENGTHS
CORR. RESIST. ROOF NAILS
4 INCHES O.C. AND 1 INCH
OF THE F.B.C. 2001 EDITION
i-
�o
FROM THE EDGE SEE NOTE 13
3. THE DRIP EDGE DECK FLANGE SHALL BE CONTINUDS. IF A GAP IS CREATED DO TD
IRREGUTARMES THE GAP SHALL BE SEALED IN A BED OF APPROVED SEALANT OR
MASTIC AND SHALL BE NAILED 4' O.C. APPROXIMATELY 1' FROM THE TOP EOM
COW. CLEAT NAIJED AT 12 INCHES
O.C. SEE
WITH 112 GAG X 1 1/4' ANNUAlAR RING SHANK CORROSION RESISTANT ROOF
NOTE 5
SCREWS SHALL BE COVERED WITH TWO LAYERS OF STRIPPING OR FLASHING MIT
N
SET IN HOT ASPHALT OR APPROVED FLASHING CEMENT.
CONT, 1 X2 P.T. WD NAILER WITH
4. ALL METAL SURFACES RECEIVING HDTT ASPHALT OR FLASHING CEMENT SHALL BE
5d GALV, NAILS AT 6 INCHES O.C.
FULLY PRIMED WITH ASTM D41 PRIMER.
o
rq
CONT. 2X8 WOOD FASCIA
5. PROVIDE CONTINUOS CLEAT (HOOK STRIP) INSTALLED, AND ATTACHED AT 12 INCHES
TffH 2-16d GALV- NAILS AT EACH TRUSS
O.C. THE CONTNUOS CLEAT SHALL BE FABICATED FROM MATERIAL ONE GAGE
GREATER THAN THAT OF THE DRIP EDGE.
0
WOOD STUD
W.R. DRYWALL
CERAMIC TILE
GREEN EDGE SEAL
MUD SET ON RIGID
GALV. MTL. LATH
WOOD STUD
40 MILLS SARLOY
VINIL
DRAIN
FASCIA DEtAil. SHOWER PAN /WALL DETAILS
Spanish "S" tile roof on 90# hot mopped
roofing roll over 30# well saturated
felt tin copped to 5/8" cdx plywood —
w/ 8d nails ® 6" o.c. at panel edges
& intermediate supports & 10d nails
® 4" o.c. ® gable end
ANCHOR STRAP AND SEAT
SEE FRAMING PLAN FOR SIZE AND
CONNECTION
TOP OF TB-Z
SEE FRAMING PLA
CONT. GALV. TL. DRIP ON OVERHANG
P.T. 1 X WOOOpDD NAIILLERT AS �q
SEE FASCIA DETAILSCTHIS SHEET
STUCCO ON METAL LATH r PAPER
W/ 6' x23' SCREEN, VENT
dp 6'O.0
rim LAP 30'
DOWLaLs SPucM- -�
LJ:I1IMA TO BE 48 DIA EAR .MIN
FINISH FLOOR
ELEV. 430-r
2,d FLOOR TB6I
ELEV. 49-8'
12
3 FIELD VERIFY TO
MATCH EXISTING
IMAGE STRAPr' $ WRAP
AROUND W/ FELT PAPER ( TYP1
q LAYERS CS/8' t 3/4! PLY WD 5HEAM *4S
W/ 30# FELT PAPER BOWES N )
04 0
.I.
`-18 W1D0D R- OORTWJ��S
®?A'OG (ByO11iE12)
#15 RE" BAR ' GYP. BOARD ON MET.
I - ATS 4916' O.C.
T X 4! FiZESTOP MM.)
a MAX
8• CONC, BLK W/ 9 &A kdN:CWZ TYPE
HORIZ RBVF EVEIIt1' Oi•IIM COURSIE
R-4.2 14SULATION
PT. FL *=-j& STRP ® 2s1' O.G.
V2' GYP. W.
VW FDWANSION MATERIAL
MKLAP
DO%V' SPUCPIG LEN& - H W CONG SLAB W/
TO MAS iBAR ORA. MIN. 6 x 6.10/10 WWM
ON W RL
COMPACTED.
u.EAN FLL
POUBL E MESH AT
PEW18TEZ 30 INa
—SEE FOUNDAtnoN PLAN
io
• - .
�1=
A4 I
.. - . _.
_SCALE- 314 =11-O'
NET CLEAR
OPENING WIDTH
i�
(INSIDE LOOKING OUT)
ob TOP OF FIN. FLOOR
REFER TO ARCI-L PLANS
EGRESS WINDOW DETAIL
V7 GYPSUM WALL BOARD ON Z X 4 WOOD OR 3`5✓9 METAL STUD'
DOOR; PER DOOR SCHEDULE
WOOD SHIM AS REQURRED (V4! MAXI" ILJP'I)
4d NAIL MINIMUM 7 FROM ANY END AND T? O.C. MAM IL IM
APPLIED WOOD STOPS
WOOD DOOR JANE
10d NALS IN PARRS a916 O.C. MAMMUM
2 X 4 WOOD BLOCKING
WOOD CASNC'
INTERIOR DOOR JAMB DETAIL.
INTERIOR DOOR CAT
1x3 P.T. WOOD BUCK
ACRYLIC CALJLIGIVG
REINFORCED MASONF
CELL W #5 BAR
FINISH
20' MIN.
368 MIN.
44� MAX
WOOD DOOR FRAME JAMB
V4 DIA. TAPCON FASTENER AT 14314 SPACING
ADD ADDITIONAL TAPCONS 3' ABOVE AND BELOW
THE CENTER OF TI-E JAMB ON LOCK SIDE ONLY
FASTEN DOOR FRAME IN ACCORDANCE WITH
PRO DUCT APPROVAL GER11FlED TEST LAB
REPORT OR EW- ANEERING ANALYSIS
HINGE
2K4 P.T. BURG
WOOD BRICK MOLDING
TEXTURED STUCCO
NOTE ADD 3 V4 DIA. TAPI ON FASTENERS 3' FROM EACH
END AND ONE AT CENTER AT FEADER
ENTRY DOOR BUCK ATTACHMENT DETAIL
— CONC. TIE BEAM
—1W P.T. WOOD BUCK
CAULK BEHIND BUCK
_ BEFORE FASTENING TO
MASONRY BILK
2112' TAPCON SCREWS
SPACED AS PER
WINDOW
MANUFACTURER N.O.0
PRE -CAST OR POURED
WINDOW SILL W / 10 5
coot. (TYP -)
Ir CONC. BLOCK
WINDOW HEAD (BUCK) $. sip DETAIL
Ir CONC. BLOCK W/1 #5
VERTICAL IN CONC.
FlLIFD BLOCK CELL
1W P.T. WOOD BUCK
21%1" TAPCON SCREWS
SPACED AS PER
WINDOW
MANUFACTURER
CAULK BEHIND BUCK
BEFORE FASTENING TO
MASONRY BLK.
WINDOW JAMB (BUCK) DETAI
A
_Z
7L
V7 GYPSUM WALLBOARD ON
METAL RUNNERS ®16
PLATE COORDINATE AT-
JOB SITE. -
.3-516 METAL STUD
AT ?A' O.G.
C�
3--_6/8' METAL STUD
AT = O.G.
V2' GYPSUM WALLBD.
3 EA. SIDE
N
3-5/6 METAL TRACK
TYPICAL NON -LOAD BEARING PARTITION
SCALE NOT TO SGMLE
1 #5 IN GONG. RLI.ED GELL_S
PROVIDE DOWELS AT FOOTING
OR THICKENED SLAB $ EXTEND
TOP OF BAR B' INTO CONIC. TIE
BEAM ABOVE WITH 6' HOOK
SCALE: 314' .1'-O'
1'-6 LAP
W.W.M
WELL COMP,
arVCrcalr�c
1) P.T. WOOD BUCK W/
YAN312 TAPCON SCREWS 4P
4 O.C. FROM THE ENDS dP
15' O.C. MAX- ELSEWHERE
EMBEDDED IN CAULKING
IMPACT RESISTANT
GLAZING OR STORM
SHUTTER REQUIRED.
CONC. SLAB
AI IICAREA
CEILING AREA
�-� ' PLYWOOD COVER
WOOD FRAME---'
METAL HOOKS —
TO SECURE PANELS
WOOD TRIM
1 /2' TYPE X DRYWALL
ATTIC ACCE55 PANEL LLTs
AREA OF CLEAR OPENING
5.1 SQ FT. (I` R)
MRESS WNDOW NOTES:
AN OUTSIDE WINDOW OR DOOR OPERABLE
FROM THE INSIDE WITHOUT THE USE OF TOOLS
AND PROVIDING A CLEAR OPENING OF NOT
LESS THAN 20 IN. (50B CM) N WIDTH, 24 IN.
(61 CM? IN HEIGHT, AND 5.1 SQ FT. (053)
IN AREA THE BOTTOM OF THE OPENING
SHALL BE NO MORE THAN 44 IN. (112 CM)
Q=
AND NO LESS THAN 36 R (SI CM)
w 9
ABOVE THE FLOOR-
CHAPTER 10- SECT 1005.43. 4 1005A.4
Z
W
OF THE F.B.C. 2001 EDITION
i-
�o
5.1 So. FT. (MIN.)
NET CLEAR
OPENING WIDTH
i�
(INSIDE LOOKING OUT)
ob TOP OF FIN. FLOOR
REFER TO ARCI-L PLANS
EGRESS WINDOW DETAIL
V7 GYPSUM WALL BOARD ON Z X 4 WOOD OR 3`5✓9 METAL STUD'
DOOR; PER DOOR SCHEDULE
WOOD SHIM AS REQURRED (V4! MAXI" ILJP'I)
4d NAIL MINIMUM 7 FROM ANY END AND T? O.C. MAM IL IM
APPLIED WOOD STOPS
WOOD DOOR JANE
10d NALS IN PARRS a916 O.C. MAMMUM
2 X 4 WOOD BLOCKING
WOOD CASNC'
INTERIOR DOOR JAMB DETAIL.
INTERIOR DOOR CAT
1x3 P.T. WOOD BUCK
ACRYLIC CALJLIGIVG
REINFORCED MASONF
CELL W #5 BAR
FINISH
20' MIN.
368 MIN.
44� MAX
WOOD DOOR FRAME JAMB
V4 DIA. TAPCON FASTENER AT 14314 SPACING
ADD ADDITIONAL TAPCONS 3' ABOVE AND BELOW
THE CENTER OF TI-E JAMB ON LOCK SIDE ONLY
FASTEN DOOR FRAME IN ACCORDANCE WITH
PRO DUCT APPROVAL GER11FlED TEST LAB
REPORT OR EW- ANEERING ANALYSIS
HINGE
2K4 P.T. BURG
WOOD BRICK MOLDING
TEXTURED STUCCO
NOTE ADD 3 V4 DIA. TAPI ON FASTENERS 3' FROM EACH
END AND ONE AT CENTER AT FEADER
ENTRY DOOR BUCK ATTACHMENT DETAIL
— CONC. TIE BEAM
—1W P.T. WOOD BUCK
CAULK BEHIND BUCK
_ BEFORE FASTENING TO
MASONRY BILK
2112' TAPCON SCREWS
SPACED AS PER
WINDOW
MANUFACTURER N.O.0
PRE -CAST OR POURED
WINDOW SILL W / 10 5
coot. (TYP -)
Ir CONC. BLOCK
WINDOW HEAD (BUCK) $. sip DETAIL
Ir CONC. BLOCK W/1 #5
VERTICAL IN CONC.
FlLIFD BLOCK CELL
1W P.T. WOOD BUCK
21%1" TAPCON SCREWS
SPACED AS PER
WINDOW
MANUFACTURER
CAULK BEHIND BUCK
BEFORE FASTENING TO
MASONRY BLK.
WINDOW JAMB (BUCK) DETAI
A
_Z
7L
V7 GYPSUM WALLBOARD ON
METAL RUNNERS ®16
PLATE COORDINATE AT-
JOB SITE. -
.3-516 METAL STUD
AT ?A' O.G.
C�
3--_6/8' METAL STUD
AT = O.G.
V2' GYPSUM WALLBD.
3 EA. SIDE
N
3-5/6 METAL TRACK
TYPICAL NON -LOAD BEARING PARTITION
SCALE NOT TO SGMLE
1 #5 IN GONG. RLI.ED GELL_S
PROVIDE DOWELS AT FOOTING
OR THICKENED SLAB $ EXTEND
TOP OF BAR B' INTO CONIC. TIE
BEAM ABOVE WITH 6' HOOK
SCALE: 314' .1'-O'
1'-6 LAP
W.W.M
WELL COMP,
arVCrcalr�c
1) P.T. WOOD BUCK W/
YAN312 TAPCON SCREWS 4P
4 O.C. FROM THE ENDS dP
15' O.C. MAX- ELSEWHERE
EMBEDDED IN CAULKING
IMPACT RESISTANT
GLAZING OR STORM
SHUTTER REQUIRED.
CONC. SLAB
AI IICAREA
CEILING AREA
�-� ' PLYWOOD COVER
WOOD FRAME---'
METAL HOOKS —
TO SECURE PANELS
WOOD TRIM
1 /2' TYPE X DRYWALL
ATTIC ACCE55 PANEL LLTs
A/
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JOB No.
2003 °0003
PAGE
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2003 °0003
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2003 °0003
PAGE
4 04
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