05-1333(2)-016N
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CEMENT TILE ROOF ON I -q0# MINERAL
SURFACE HOT MOPPED TO 1 -30# FELT
TINTAGGED TO Iq /32" PLYWOOD SHEATHING
SPAG I NG OF TIN -TAG FA5TENER5 ALONG THE LAP
OF SHEETS, AND BOTH WAY5 IN THE FIELD BETWEEN
LAPS, SHALL BE 6" O.G. IN DIRECTION OF ROLL, 12" O.G.
ACROSS WIDTH OF ROLL,
THE 1 -30# FELT 15 ANCHORED TO THE
PLYWOOD SHEATHING WITH SENGO GALVANIZED,
DIAMOND POINTS, 1 -1/4" X .120" DIAMETER.
FASTENING OF TILE SHALL COMPLY WITH
MANUFAGTURER'S PRODUCT CONTROL
APPROVAL.
12
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PREFAB. ENO. WD. ROOF
TRUSSES @ 24" O.G.
AS PER MFGR. SPECS.
SMOOTH FINISH
ON 1/2" DRYWALL ON METAL
HI -HATS o 16' O.G.
X 2 PT FIRE5TOP5 @ GEILING HOT.
PERIMETER AND o MID - HEIGHT
OF WALL
GONG. TIE BEAM -
SEE STRUCTURAL DRAWINGS
1/2" DRYWALL -TYP.
I X 2 P.T. WD. NAILER
WOOD BASEBOARD
IOd NAILS @ 4" O.G. (TYP.
PERIMETER WALLS)
-LAYER 3/4" THICK T46 (116" THK "G"
PLUGGED TOP PLY) PLYWD SHEATHING
BONDED TO WD. FLOOR TRUSSES
W/ APHE51VE GONFORMING
TO SPECIFICATIONS OF AFG -OI
BY THE AMER. PLYWOOD ASSOC.
FASTENING OF NAILING FOR
FLOOR SHEATHING SHALL BE
W/ 8D. COMMON NAILS o 6" O.G.
AT PANEL EDGE5 AND 6" O.G. AT
INTERMEDIATE SUPPORTS
16" DEEP TOP CHORD BRO.
WD. FLR. TRU55E5 W/ 4"
MIN. BEARING LENGHT.
(AS PER MFGR. SPECS)
TOP OF WD. TRU55
ELEV. +12' -8"
I
_1
SMOOTH FINISH
ON 112" DRYWALL ON METAL
HI -HAT5 @ 16" O.G.
2X8 PT. BLOCKING W/
1/4" DIA. TAPGON5 ® 12" G.G.
BETWEEN TRUSSES
(EMBEDMENT 2" MIN.)
I X 2 PT FIRE5TOP5 @ TIE
BEAM PERIMETER (5' -0" HOT.
AFF. MAX.)
1/2" DRYWALL ON I X 2 P.T.
WD. FURRING STRIPS O 24"
O.G. PROVIDE R -4.1 MIN.
INSULATION IN CAVITY
8" GONG. BLOCK WALL ( TYP
1 X 2 PT WOOD NAILER
WOOD BASE
4" CONCRETE 5LAB W/ 6 "X6"
10 /10 W.W.M. ON VAPOR
BARRIER OVER TERMITE
TREATED WELL COMP. FILL —
11/1= 1111111 1 =1 1111. r.
VAPOR BARRIER
SEE FOUNDATION PLAN
FOR FTC. TYPE
d REINF.
WALL SECTION
Iq132" GDX. PLYWOOD SHEATHING
W/ 8d GALV. NAILS o 6" O.G.
THROUGHOUT.
ROOF PLYWOOD 5HEATHING SHALL
BE EXP05URE I & W/ A SPAN
RATING OF 32116 (MIN.): AND SHALL
BE ANCHORED TO FASCIA W/
8d NAILS g 4" O.G. (TYP. ALL
AROUND PERIMETER).
HURRICANE STRAP
SEE STRUCTURAL DRAWIN65
FOR GIRDER TRU55 STRAP TYPE REFER
TO ROOF PLAN
TOP OF GONG. BEAM
ELEV. +21' -10"
3" X 3" GOVT. 26 GA. MTL. DRIP
STRIP ON I X 2 P.T. WD.
NAILER W/ 2d GALV.
ROOF NAILS @ 4" O.G.
LAP 4" ® PERIMETER AND WRAP
AROUND AND LAP A MIN. OF
5" AT GORNER5.
I X60N2XS SMOOTH FINISH
WOOD FASCIA - PAINTED
1' -0" O.N.
TYP. 7 STUGGO SOFFIT ON WIRE LATH 4
FELT - W/ 6" X 24" SCREEN VENT
(SEE ROOF PLAN FOR LOCATION
AND CALCULATIONS)
TWO GOAT STUCCO FINISH
ON 8" GONG. BLK.
OVERSIZE HOLE IN MA50NRY
TO ALLOW TRU55 SEAT TO
ROTATE DOWNWARD. FILL
W/ GROUT.
WRAP TRU55 TOP CHORD
Q W/ 15# FELT PAPER
v
GALV. METAL STRAP
SEE STRUCTURAL DRAWIN65
TOP OF GONG. BEAM
ELEV. +12' -4"
TRU55E5 SHALL BEAR ON T.B.
(4" MIN. BEARING)
GONG. TIE BEAM- SEE
5TRUGTURAL5 DRAWIN65
2 x 4 PT. CONT. / BLOCKING
W/ 1/4' DIA. x 3' LONG
TAPCON5 a 6' O.C.
q GA LADDER TYPE JOINT
REINF. @ 16" O.G.
ELEV. + O' -O"
1
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1x6 PT. CONT. TYP.
9 ALL PARTITIONS
CEILING LINE (SEE PLAN
FOR CEILING HEIGHT)
3%'TOP CHANNEL (25 GA)
SECURED TO TRU55
W/ 111/2' DRYWALL SCREW
3%'MID CHANNEL (25 GA)
SECURED TO TRU55
W/ 111/2' DRYWALL SCREW
9 PARTITION5 HIGHER THAN
6 -0' (FBC 23202.1)
1/2' DRYWALL
358' MTL. (25 GA)
STUDS 6 24' O.C.
35ja' BOTTOM CHANNEL
(25 GA.) SECURED TO
SLAB W/ 211/2'4 COIL NAILS
HILTI g 16' O.C. MAX.
WOOD BASE
FIN, FLOOR
METAL 5TUD
PARTITION DETAIL
SECURITY AND FORCED ENTRY
PREVENTION
BURGLARY SECURITY
I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RE616TING A FORCE OF 300 LB5,
1. SINGLE, SWINGING, EXTERIOR DOOR5, IF WOOD SHALL BE SOLID CORE OF NOT LE55 THAN
TWO GOAT STUCCO FINISH
ON 8" CONCRETE BLOCK
SEE STRUCTURAL DRAWIN65
1 -3/8' THICK.
X
s'. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD5
FOR VERTICAL REINFORCEMENT
Q
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT.
SIZE, SPACING d LOCATION
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3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SIDING DOORS. SHALL HAVE SAME LOCKS AS
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AMERICAN NATIONAL 6TANDARD5 IN5TITUTE'5 STANDARD 291.1.
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10. SLIDING GLASS DOOR5 AND WINDOW5 SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO
4. SLIDING GLA55 DOCRS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO
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COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG5. ASSOC. 6TANDARD5 FOR FORCED
AT MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
E
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOCR5
EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF
SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
150 LB. APPLIED IN AN OPERABLE DIRECTION.
ENTRY FROM OUTSIDE.
TOP OF SLAB
ELEV. + O' -O"
1
O
1
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1x6 PT. CONT. TYP.
9 ALL PARTITIONS
CEILING LINE (SEE PLAN
FOR CEILING HEIGHT)
3%'TOP CHANNEL (25 GA)
SECURED TO TRU55
W/ 111/2' DRYWALL SCREW
3%'MID CHANNEL (25 GA)
SECURED TO TRU55
W/ 111/2' DRYWALL SCREW
9 PARTITION5 HIGHER THAN
6 -0' (FBC 23202.1)
1/2' DRYWALL
358' MTL. (25 GA)
STUDS 6 24' O.C.
35ja' BOTTOM CHANNEL
(25 GA.) SECURED TO
SLAB W/ 211/2'4 COIL NAILS
HILTI g 16' O.C. MAX.
WOOD BASE
FIN, FLOOR
METAL 5TUD
PARTITION DETAIL
SECURITY AND FORCED ENTRY
PREVENTION
BURGLARY SECURITY
I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RE616TING A FORCE OF 300 LB5,
1. SINGLE, SWINGING, EXTERIOR DOOR5, IF WOOD SHALL BE SOLID CORE OF NOT LE55 THAN
APPLIED IN ANY MOVABLE DIRECTION
1 -3/8' THICK.
2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM
s'. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD5
EXTERIOR WITH A MINIMUM OF 6000 P055115LE KEY CHANGES OR LOCKING AUXILIARY
INSTITUTE'S STANDARD 297.1.
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT.
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11 VISION PANEL5 IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE IN51DE
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SIDING DOORS. SHALL HAVE SAME LOCKS AS
LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOOR5 SHALL COMPLY WITH
REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOOR5
AMERICAN NATIONAL 6TANDARD5 IN5TITUTE'5 STANDARD 291.1.
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8' MINIMUM THROW BOLT WITH INSERTS.
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10. SLIDING GLASS DOOR5 AND WINDOW5 SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO
4. SLIDING GLA55 DOCRS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO
OR PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB, HEAD, SILL OR
COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG5. ASSOC. 6TANDARD5 FOR FORCED
AT MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
ENTRY RE515TANCE, AAMA 1303.3.
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOCR5
EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF
SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
150 LB. APPLIED IN AN OPERABLE DIRECTION.
ENTRY FROM OUTSIDE.
11. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR V15ION
5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PIN-5,
PANELS.
AND NON - EXPOSED SCREW5.
12. A NIGHT LATCH, pEADBOLT OR SECURITY DEVICE MAY BE USED ON EXIT DOORS FROM
6 . JAMBS OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBETTED, OR OF SIMILAR
A DWELLING UNIT, HOTEL GUEST ROOM OR SUITE PROVIDED SUCH DEVICES ARE OPERABLE
FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY
FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT AND THE
OF LOCKS AND LATCHES.
DEVICE 15 MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES (1219 MM) ABOVE FINISH FLOOR.
A5 PER FBC (1026.4)
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3/4' n EGRE56 WINDOW p
Ixb PT. CONK. TYP.
e ALL PARTITIONS
2 "X4" WOOD BACKING
AT TOP OF WALL
CABINET
2 "X4" WOOD BACKING
AT BOTTOM OF WALL
CABINET
35,a'MID CHANNEL (25 GA)
SECURED TO TRU55
W/ 111/2' DRYWALL SCREW
it PARTITIONS HIGHER THAN
V -0' (FBC 2320.2.1)
INTERIOR PARTITION WITH
3 5/8" METAL 5TUD5 AT
16, O.G.
TOP OF PLATE
2 "X4" WOOD BAGKI N6
AT TOP OF WALL
CABINET
WALL GABINET
SEGTION VI Elul
PROVIDE BACKING FOR WALL GABINET5
2318.1.15 WALL HUNG FIXTURES. 5TUD5 IN BEARING WALL5, EXTERIOR WALL5 AND NOIN-
BEARING PARTHHON5 5UPPORTING WALL HUNG PLUMBING FIXTURES AND WALL GABIINET5
SHALL NOT BE LE55 THAN 2x4, WHERE 5PAGED NOT MORE THAN 16" 0/6 OR, NOT LESS
THAN 2x6, WHERE SPACED NOT MORE THAN 24" O /G.
2318.15.1 A MIN. 2x4 HORIZONTAL WOOD MEMBER, 5EGURELY FA5TEND TO NOT LE55 THAN
TWO SUGH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EAGH WALL HUNG
PLUMBING FIXTURE WALL CABINET.
c0 2510.5.1.1 STEEL 5TUD5 5UPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUDLED
OR NOT LESS THAN 20 GAGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EOUAL
TO 0.864" 4
2510.5.1.2 SUCH 5TUD SHALL BE RIGIDLY CONNEGTEIU TOP AND BOTTOM TO PREVENT
516NIFICANT END ROTATION OR DISPLACEMENT.
2510.5.1.3 A HORIZONTAL MEMBER 5ECURELY FASTENED TO NOT LE55 THAN TWO 51-UD5
SHALL BE IN5TALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE.
WALL HUNG
FIXTURE DETAIL.
FBC 2318.1.15 4 FBC 2510.5.1.1
3/4"
FBG 1005.4.2
Icl/32" GDX. PLYWOOD SHEATHING
W/ 8d GALV. NAILS o 6" O.G.
THROUGHOUT
PREFAB. ENGINEER WOOD
TRUSSES @ 24" O.G. (A5 PER
MANUF. SPECS.)
R -30 FIBERGLASS INSULATION
SEE ROOF PLAN
FOR BEAM TYPE,5IZE
4 REINF.
SMOOTH FINISH
ON 1/2" DRYWALL ON METAL
HI -HAT5 g 16' O.G.
SEE ROOF PLAN
FOR MFGR./ MODEL d NAILING
I X 2 PT FIRE5TOP5 @ TIE
BEAM PERIMETER (8' -0" HOT.
AFF. MAX.)
1/2" DRYWALL ON I X 2 P.T.
WD. FURRING 5TRIP5 @ 24"
O.G. PROVIDE R -4.1 MIN.
INSULATION IN CAVITY
8" GONG, BLOCK WALL ( TYP.)
I X 2 PT WOOD NAILER
WOOD BASE
4" CONCRETE SLAB W/ 6 "X6"
10 /10 W.W.M. ON VAPOR
BARRIER OVER TERMITE
TREATED WELL COMP. FILL —
VAPOR BARRIER
SEE FOUNDATION PLAN
FOR FTC. TYPE
REINF.
ATHING DEVICE
34' MAX HEIGHT
IN. OPEN AREA
1 SQ. FT.
ETAIL
NT.5.
C =1 1:�1= 111111 - 111111= 11111=
WALL 5ECTION
12
--- 4
I' -O" O.H
DETAIL
2 x 4 BETWEEN TRUSSES
W/ 2 -16d EACH END
PREFAF WD TRU65 B.O.
22' X 38' - 1/2' GDX -PLWD
PAINTED ATTIC, ACCESS
TRU55 BOTTOM CHORD
R -19 INSULATION
1 /6' MTL.
HI -/HAT5
a loo' O.G.
PAINTED - 1/2' G.W.B.
—FOAM WEATHER STRIP
— 21/4' PAINTED WD, TRIM
GLUED AND NAILED
W/ 10d FINISH NAILS
a 8' G/C (4- 51DE5)
11/2
CEMENT TILE ROOF ON 1 -q0# MINERAL
SURFACE HOT MOPPED TO 1 -30# FELT
TINTAGGED TO Iq132" PLYWOOD SHEATHING
SPACING OF TIN -TAG FASTENERS ALONG THE LAP
OF SHEETS, AND BOTH WAY5 IN THE FIELD BETWEEN
LAPS, SHALL BE 6" O.G. IN DIRECTION OF ROLL, 12" O.G.
AGRO55 WIDTH OF ROLL,
THE 1 -30# FELT 15 ANCHORED TO THE
PLYWOOD SHEATHING WITH 5EN60 GALVANIZED,
DIAMOND POINTS, 1 -1/4" X .120" DIAMETER.
FASTENING OF TILE SHALL COMPLY WITH
MANUFAGTURER'5 PRODUCT CONTROL
APPROVAL,
TOP OF GONG. BEAM
ELEV. +12' -4"
3" X 3" GONT. 26 GA. MTL. DRIP
STRIP ON I X 2 P.T. WD.
NAILER W/ 2d GALV.
ROOF NAILS o 4" O.G.
LAP 4" @ PERIMETER AND WRAP
AROUND AND LAP A MIN. OF
5" AT CORNERS.
I X (9 ON 2 X 8 SMOOTH FINISH
WOOD FA561A - PAINTED
STUCCO SOFFIT ON WIRE LATH 8
FELT - W/ 6" X 24" SCREEN VENT
(SEE ROOF PLAN FOR LOCATION
AND GALGULATIONS)
TWO GOAT STUCCO FINISH
OM 8" GONGRETE BLOCK
q GA LADDER TYPE JOINT
REINF. @ 16" O.G. cV
ELEV. + 0' -0"
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3/4.
REVISION
BY
SEE STRUCTURAL DRAWIN65
FOR VERTICAL REINFORCEMENT
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TOP OF SLAB
ELEV. + 0' -0"
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3/4.
REVISION
BY
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DATE 05 -06 -05
SCALE AS SHOWN
DRAWN JC
JOB 0504
SHEET
SHEET 16 �; ; OF 26
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REG.? fVa.��1i , 54