09-95-008%UEEN TRUSSES
EACH END
TRUSS B.O.
- 1/2" CDX -PLWD
ATTIC ACCESS
)TTOM CHORD
R -I'3 INSULATION
I /S" MTL. HI -HATS
D Igo" O.G.
SITED - 1/2' G.W.B.
WEATHER STRIP
HINTED WD. TRIM
GLUED AND NAILED
W/ 10d FINISH NAILS
Q 8" C/C (4- 6IDES)
ATTIC
6CUTTLE DETY41L 11/2
II
'' -S ATTIC- AGGESS SHALL HAVE A MIN, OF 30" OF VERTICAL GLEARANGE.
X4" W00D BAGKING
F TOP OF WALL
',B1NET
)P WALL GABINET
ITERIOR PARTITION WITH
5/8" METAL STUDS AT
16" O.G.
LITE
X4" WOOD BAKIN6
F TOP OF WALL
k5INET
3A5E WALL GABINET
SEGTION VIEN
* 2 x 4 s 16 "G /G -OR- 2x6024 "GIG
• A MINIMUM 2" X 4" HORIZONTAL WOOD MEMBER, SEGGURELY
FASTENED TO NOT LESS THAN 2 5UGH STUDS, SHALL BE
INSTALLED FOR THE ATTAGHEMENT OF EACH WALL HUNG
PLUMBING FIXTURE AND WALL GABINET.
* STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES
SHALL BE DOUBLE OR NOT LESS THAN 20 GAGE o 16" GIG.
WALL HUNG
� FIXTURE DETAIL
FBG - R440ci.5.1,15 t FBG - R4411.4.5.1.3
METAL STUD
PARTITION DETAIL
CEILING LINE (SEE PLAN
FOR CEILING HEIGHT)
35VTOP CHANNEL (25 GA)
SECURED TO TRU55
W/ IV2" DRYWALL SCREW
f %" DRYWALL
EACH SIDE
3%' MTL. (25 GA)
STUDS * 24" O.C.
3r'/s' BOTTOM CHANNEL
(25 GA_) 5ECUR;ED TO
SLAB W/ 21/2'0 COIL NAILS
HILTI + 16' O.G. MAX.
WOOD BASE
FIN, FLOOR
3 /4 11
3/4n
iz" GYPSUM WOOD BOARD
I X 4 PT. WOOD FURRING
I X 4 PT. WOOD BUGK
SET ON BEAD OF CAULK
1/4 "0 X 2 1/2" LONG TAPGON
W/ A MIN. EMBEDMENT
OF 1 3/4" INTO GONG.
SPAGED 6" FROM ENDS
t BALANCE o 12" O.G.
STAGGERED AND 1 1/4" MIN.
BUGK EDGE D15TANGE.
SEE DOOR PRODUGT
APPROVAL FOR ANCHOR
TYPE, SIZE, SPAGING AND
MINIMUM EMBEDMENT.
SEE FLOOR PLAN ON SHEET A -1
FOR DOOR DESIGNATION, AND DOOR
5GHEDULE ON SHEET A -2 FOR DOOR TYPE.
WOOD BRICK MOLDING
SEALANT
5TUGGO FINISH
FOR COLUMN TYPE AND REINF.
DOOR JAM1.E DETAIL 511=11-011
NOTE: ANGHOR GONN'S AS PER MANUF. 5PEG5.
NOTE :
WINDOW AND FRENGH DOOR
INSTALLATION SHALL BE IN AGGORDANGE
WITH MANUFACTURER'S SPEG I F I GATI ONS
SET FORTH IN THE APPRO\/ED PRODUCT
GONTROL APPROVAL.
GONG. L
BEAM
5TUGGO
PER I ME"
BACK BEDDING
NOTE
VERIFY ALL EXTERIOR GLAZING
ROUGH OPENIN05 WITH
SELECTED MANUFACTURER.
HEAD
VINYL WEATHER
STRIPPING
PERIMETER GAU
t BAGK BEDDIi
IAt.ATM
SILL
GBS WINDOW DETAILS
NO I t: ANCHOR GONN'5 A5 PER MANUF. SPECS,
114 "�V X 2 1/2" LONG TAPGON
W/ A MIN. EMBEDMENT
OF 1 314" INTO GONG,
5PAGED 6" FROM EN05
t BALANGE o 12" O.G.
STAGGERED AND 1 1/4" MIN.
BUGK EDGE 015TANGE.
I X 4 PT. WD. BLOGKING
SET ON BEAD OF GAULK
I X 4 PT. FURRING
1/2" GYPSUM WOOD BOARD
GYPSUM WOOD BOARD
GAULK
SEE WINDOW PRODUCT
APPROVAL FOR ANGHOR
TYPE, SIZE, 5PA6ING AND
MINIMUM EMBEDMENT,
I X 4 PT. WD. BLOGKING
SET ON BEAD OF GAULK
GAULKING
SEE WINDOW PROOUGT
APPROVAL FOR ANGHOR
TYPE, SIZE, 5PAGIN6 AND
MINIMUM EMBEDMENT,
WEATHERSTRIPPING
1/4 "(P X 2 1/2" LONG TAP60N
W/ A MIN EMBEDMENT
OF 1 5/4" INTO GONG.
SPAGEO 6" FROM EN05
t BALANGE o 12" O.G.
STAGGERED AND 1 114" MIN,
BUGK EDGE DISTANCE,
PERIMETER CAULKING AND
BAGK BEDDING
5TUGGO
SNAP IN GLAZING
BEAD ( TYPIGAL )
SEE WINDOW PROOUGT
APPROVAL FOR ANGHOR
TYPE, SIZE, 5PAGIN6 AND
MINIMUM EMBEDMENT.
GAULK
MARBLE SILL
8" X 8" GONT. SILL
W/ 2 #5 CONT. t EXTENDED
INTO FG.
N.T.S.
NOTE :
AS PER THE "NATIONAL DESIGN 5PEGIFIGATIONFOR STRESS -GRADE LUMBER ", THE
FOLLOWING LUMBER WILL MEET THE GRITERIA:
# 2 YELLOW PINE (2" x 4 "5 t 2" x 6 ")
# I HEM -FIR (2" x 6"5 AND LARGER)
THE LUMBER SUPPLIER TO FURNISH A GOPY OF THE STRE55 -6RADE USED IN JOB5ITE
IN
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DESIGN CONSULTANT GROUP'
GENERAL
NOTES
I.
FOUNDATION DESIGN IS BASED ON A SOIL
12.
SUBMIT 3 5ET5 SHOP DRAWIN65 FOR THE
BEARING GAPAGITY OF 2,000 PSF. FILL
SILVI�
ARGHITEGTS REVIEW OF ALL ITEMS REQUIRING
DESIGNER
SHALL BE GOMPAGTED TO cis% OPTIMUM
2" ALHAMBRA CIRCLE
FABRICATION. DO NOT FABRIGATE UNTIL
DENSITY AND FIELD TESTS SHALL BE TAKEN.
APPROVED.
2.
ALL REINFORCEMENT SHALLBE 60,000 P51
13.
GONGRETE:
FAX, 305-447-9335
MINIMUM YIELD NEW BILLET STEEL IN
LICENSE N9.
A- GOMPRE551VE STRENGTH OF GONGRETE AT 28 DAYS:
AA0002500
AGGORDANGE WITH ASTM A615 GRADE 60.
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5LAB5 ON FILL ---------------- 3000 F51
ALL BAR LAPS SHALL HAVE A MINIMUM OF
ALL OTHER POURED IN PLACE GONG._.... 3000 P51
36 BAR DIAMETER PLAGING OF
GROUT ---------------------- 3000 PSI
REINFORGEMENT SHALL GONFORM TO THE
LATEST AGI AND MANUAL OF STANDARD
14.
MINIMUM GONGRETE GOVER OVER REINFORGING
PRAGTIGE CODES. USE GORNER BARS IN
STEEL AS FOLLOWS:
N ^
ALL FOUNDATION GORNERS TO MATGH
REINFORGEMENT SIZE AND SPAGING.
r�
FOOTING 3"
COLUMNS 1 -1/2"
3.
ALL STRUGTURAL STEEL SHALL BE ASTM
BEAMS 1 -1/2"
It
A -36 STEEL. ALL THRU -BOLTS SHALL BE
INTERIOR SLABS 3/4"
ASTM A -307 GRADE.
O
EXPOSED 5LAB5 1 -1/2"
15,
PROVIDE 12" HIGH WATER HAMMER ARRESTING
4.
ALL STRUCTURAL STEEL SHALL BE FREE OF
CHAMBER AT EACH FIXTURE GROUP.
5GALE, RUST, OIL AND OTHER DELETERIOUS
MATERIAL AND SHALL BE COATED WITH RUST
16.
GONTRAGTOR SHALL PROVIDE 5EPERATE BI05
H
INHIBITIVE PAINT.
FOR GOPPER AND PVG WATER LINES.
5.
ALL TIMBER SHALL HAVE A MINIMUM F IDER
Ii.
ALL MATERIALS AND FIXTURES USED MUST
STRESS OF 1,250 PSI UNLESS OTHERWISE
BE BRAND NEW.
00
NOTED ON DRAWINGS.
18.
FIRE- STOPS SHALL BE PROVIDED AROUND TOP,
6.
ALL TIMBER IN DIREGT GONTAGT WITH STEEL
BOTTOM, AND SIDES OF SLIDING DOOR
Q
OR GONGRETE SHALL BE PRESSURE TREATED,
POCKETS,
HAVE AN APPROVED 5EPERATIN6, MATERIAL,
OR HAVE GALVANIZED ANGHOR SEAT.
IC-.
STRUGTURAL WOOD, SUCH A5 4 X 4'5 OR
4 X 65 SHALL BE DOUGLAS FIR. 2 X 4'S
-T.
ALL BEARING PARTITIONS SHALL BI~ 5EGURED
USED FOR STRUGTURAL WOOD POST
TO ADJAGENT PARTITIONS, AND SHALL HAVE
GOMP051TE, YELLOW SOUTHERN PINE *2 OR
AT LEAST A 3 -STUD F05T ALL ENDS AND
BETTER.
GORNER5 AND AT EAGH END OF WINDOW AND
DOOR OPENINGS.
20.
ALL ROOF JOISTS, TRUSSES, LOOKOUTS,
BEAM5 AND GIRDERS SHALL BE 5EGURED
8.
ALL PARTITIONS GREATER THAN 10 FEET HIGH
WITH APPROVED METAL 5TRAP5, GLIP5 AND
WITHOUT A LATERAL SUPPORT SHALL HAVE
ANGHOR5 AT GONNEGTIONS.
DOUBLE 2 X 4 STUDS AT 16" O.G. (NAILED
TOGETHER WITH 100 NAILS AT 6" O.G.)
21.
ROOF TRUS5E5 AND J015T5 SHALL BE
PROVIDED WITH PERMANENT GRO55 /LATERAL
ci.
USE WASHERS AT ALL BOLTED TIMBER
AND ALL BRAGING REQUIRED TO RESIST
GONNEGTION5,
UPLIFT AND LATERAL FORGES.
10.
ALL BEARING WALL OPENINGS SHALL HAVE
(2) 2 X 12 HEADERS (TYPIGAL UNLE55
NOTED) WITH 112" PLYWOOD IN BETWEEN.
11.
GOORDINATE ALL STRUGTURAL WORK WITH
ARGHITEGTURAL, MEGHANIGAL AND ELEGTRIGAL
DRAWINGS FOR VERIFICATION OF LOGATIONS
DIMENSIONS OF ALL PROJEGT REQUIREMENT5.
NOTE :
AS PER THE "NATIONAL DESIGN 5PEGIFIGATIONFOR STRESS -GRADE LUMBER ", THE
FOLLOWING LUMBER WILL MEET THE GRITERIA:
# 2 YELLOW PINE (2" x 4 "5 t 2" x 6 ")
# I HEM -FIR (2" x 6"5 AND LARGER)
THE LUMBER SUPPLIER TO FURNISH A GOPY OF THE STRE55 -6RADE USED IN JOB5ITE
IN
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••• • Y V • f i
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REVISION BY
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DESIGN CONSULTANT GROUP'
OF SOUTH FLORIDA
II
M.J.CHIU
ARCHRECT
SILVI�
DESIGNER
2" ALHAMBRA CIRCLE
SUITE 405
CORAL GA19LES
FL .
33134
TEL, 305- 447 -9441
FAX, 305-447-9335
LICENSE N9.
AA0002500
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Sr=GURiT`r ANID FORCED ENTRY � 4
PREVENTION
5URGLARY SECURITY
1. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS,
APPLIED IN ANY MOVABLE DIRECTION
u59
2. ALL SINGLE EXTERIOR SWING DOORS SMALL HAVE A LOCK TO BE KEY OPERATED FROM
EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY �1 LL 0
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT_ ti.if7 d 'OOU�' Lj u
BUILDING � pT.
3. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS. SHALL HAVE SAME LOCKS AS C7
REQUIRED FOR SING=LE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS STRUCTURA" � CTION � � W
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/8" MINIMUM THROW BOLT WITH INSERTS. z
Lu
4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT U
OR PIN NOT REMOVABLE OR OPERABLE F OM EXTERIOR AT THE JAM , HEAD 51 LL R ,APPPO OED 8y., J
� g
AT MEETING MULLIONS, THESE DOORS SHALL. 1EE REINFORGED IN THE STRIKE AND LOGK '� •»+ V
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS `xTF;
SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
ENTRY FROM OUTSIDE.~ ' a
U
5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON - REMOVABLE PIN5, A d
AND NON - EXPOSED SCREWS.
6. JAMES OF ALL EXTERIOR OFFSET TYPE IN -SWING DOORS BE RABBETTED, OR OF SIMILAR �
FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY
OF LOCKS AND LATCHES_
-I. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE 50LID CORE OF NOT LE55 THAN
1 -3/5" THICK.
DATE 01 -20 -Oa
6. C=LASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL 5TANDARD5
INSTITUTE'S STANDARD 29'1.1.
SCALE AS SHOWN
S. VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE
LOCKING= ACTIVATING DEVICE OF LOOSE AND SWINGING DOORS SHALL COMPLY WITH DRAWN JFG
AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1.
10. SLIDING C=LASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO JOB Oa04
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND 60 ,46 TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM MFG$. ASSOC. STANDARDS FOR FORCED
ENTRY RESISTANCE, AAMA 1303.3. SHEET
EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF
150 LB. APPLIED IN AN OPERABLE DIRECTION.
11. FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION
PANELS. A-5
12, A NIGHT LATCH, DEADBOLT OR SECURITY DEVICE MAY BE USED ON EXIT DOORS FROM
A DWELLING UNIT, HOTEL GUEST ROOM OR SUITE PROVIDED SUCH DEVICES ARE OPENABLE SHEET 7 OF II
FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT AND THE
DEVICE 16 MOUNTED AT A HEIGHT NOT TO EXCEED 45 INCHES (121'3 MM) ABOVE FINISH FLOOR. M.J,GHIUL ARCHITECT
AS PER FBC (1020.4) >� L off"
:AEG. No: 10, 154