05-766-008SECURITY AND FORCED ENTRY
PREVENTION
BURGLARY SECURITY
I. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS,
APPLIED IN ANY MOVABLE DIRECTION
2. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM
EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT.
3. THE ACTIVE LEAF OF PAIR5 OF EXTERIOR SWING DOORS. SHALL HAVE SAME LOCKS A$
REQUIRED FOR SINGLE EXTERIOR DOORS. THE INACTIVE LEAF OF THESE PAIRS OF DOORS
SHALL HAVE MULTIPLE POINT LOCKS WITH 5/5' MINIMUM THROW BOLT WITH INSERTS.
4. SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A BOLT
OR PIN NOT REMOVABLE OR OPERABLE FROM EXTERIOR AT THE JAMB, HEAD, SILL OR
AT MEETING MULLIONS, THESE DOORS SHALL BE REINFORCED IN THE STRIKE AND LOCK
AREA TO MAINTAIN BOLT STRENGTH EFFECTIVENESS, IF NECESSARY, AND SUCH DOORS
SHALL HAVE NO SCREWS REMOVABLE FROM OUTSIDE WHICH WOULD FACILITATE READY
ENTRY FROM OUTSIDE.
5. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS,
AND NON -EXPOSED SCREWS.
6. JAMBS 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.
1. SINGLE, SWINGING, EXTERIOR DOORS, IF WOOD SHALL BE SOLID CORE OF NOT LESS THAN
1-3/5' THICK
8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS
INSTITUTE'S STANDARD 291.1.
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
AMERICAN NATIONAL STANDARDS IN5TITUTE'5 STANDARD 2S-il
10. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO
COMPLY WITH THE ARCHITECTURAL ALUMINUM MFGS. ASSOC. STANDARDS FOR FORCED
ENTRY RESISTANCE, AAMA 1303.3.
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.
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 OPERABLE
FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT AND THE
DEVICE IS MOUNTED AT A HEIGHT NOT TO EXCEED 48 INCHES (12n MM) ABOVE FINISH FLOOR,
AS PER FBC (1026.4)
BEAM LINTEL -
BEAM
STUCCO
PERIMET_
BACK BEDDING
NOTE:
WINDOW AND SLIDING GLASS DOOR
INSTALLATION SHALL BE IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS
SET FORTH IN THE APPROVED PRODUCT
CONTROL APPROVAL.
v v v
VINYL WEATHER
STRIPPING
PERIMETER CAUL
& BACK BEDDINC
1 A ► I P %
SILL
1 X 3 PT. WD. BLOCKING
1 X 4 PT. FURRING
u" DRYWALL
1 /4" DRYWALL
CAULK
1/4"? X 2 3/4" TAPCON
W/ A MIN. EMBEDMENT
OF 1 1 /4" INTO CONC.
SPACED 6" FROM ENDS
& BALANCE @ 12" O.C.
1 X 3 PT. WD. BLOCKING
CAULKING
WEATHERSTRIPPING
1 /4"? X 2 3/4" TAPCON
W/ A MIN. EMBEDMENT
OF 1 1 /4" INTO CONC.
SPACED 6" FROM ENDS
& BALANCE @ 12" O.C.
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
SNAP IN GLAZING
BEAD ( TYPICAL )
1/4"? X 2 3/4" LONG TAPCONS
12" O.C. & 6" FROM ENDS
CAULK
MARBLE SILL
8" X 8" CONC. SILL
W/ 2 #5 CONT. & EXTENDED
INTO FC.
CBS WINDOW DETAILS N.T.S.
NOTE: ANCHOR CONN'S AS PER MANUF. SPECS.
_u:
DOOR JAMB DETAIL
GENERAL NOTES
1. FOUNDATION DESIGN IS BASED ON A SOIL
BEARING CAPACITY OF 2,000 PSF. FILL
SHALL BE COMPACTED TO 95% OPTIMUM
DENSITY AND FIELD TESTS SHALL BE TAKEN
2. ALL REINFORCEMENT SHALLBE 60,000 PSI
MINIMUM YIELD NEW BILLET STEEL IN
ACCORDANCE WITH ASTM A615 GRADE 60.
ALL BAR LAPS SHALL HAVE A MINIMUM OF
36 BAR DIAMETER PLACING OF
REINFORCEMENT SHALL CONFORM TO THE
LATEST ACI AND MANUAL OF STANDARD
PRACTICE CODES. USE CORNER BARS IN
ALL FOUNDATION CORNERS TO MATCH
REINFORCEMENT SIZE AND SPACING.
3. ALL STRUCTURAL STEEL SHALL BE ASTM
A-36 STEEL ALL BOLTS SHALL BE ASTM
A-325 GRADE. ALL ANCHOR BOLTS SHALL
BE ASTM A-307 GRADE.
4. ALL STRUCTURAL STEEL SHALL BE FREE OF
SCALE, RUST, OIL AND OTHER DELETERIOUS
MATERIAL AND SHALL BE COATED WITH RUST
INHIBITIVE PAINT.
5. ALL TIMBER SHALL HAVE A MINIMUM FIBER
STRESS OF 1.250 PSI UNLESS OTHERWISE
NOTED ON DRAWINGS.
6. ALL TIMBER IN DIRECT CONTACT WITH STEEL
OR CONCRETE SHALL BE PRESSURE TREATED,
HAVE AN APPROVED SEPERATING, MATERIAL,
OR HAVE GALVANIZED ANCHOR SEAT.
7. ALL BEARING PARTITIONS SHALL BE SECURED
TO ADJACENT PARTITIONS, AND SHALL HAVE
AT LEAST A 3-STUD POST ALL ENDS AND
CORNERS AND AT EACH END OF WINDOW AND
DOOR OPENINGS.
8. ALL PARTITIONS GREATER THAN 10 FEET HIGH
WITHOUT A LATERAL SUPPORT SHALL HAVE
DOUBLE 2 X 4 STUDS AT 16" O.C. (NAILED
TOGETHER WITH 10D NAILS AT 6" O.C.)
9. USE WASHERS AT ALL BOLTED TIMBER
CONNECTIONS.
10. ALL BEARING WALL OPENINGS SHALL HAVE
(2) 2 X 12 HEADERS (TYPICAL UNLESS
NOTED) WITH 1/2" PLYWOOD IN BETWEEN.
11. COORDINATE ALL STRUCTURAL WORK WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS FOR VERIFICATION OF LOCATIONS
DIMENSIONS OF ALL PROJECT REQUIREMENTS.
u" GYPSUM WOOD BOARD
1 X 4 PT. _WOCD_ FJRR N�,- ; , ^
2 X 6 PT. WOOD JAMBS
W/ u" ?TAP -CONS W/ 1-3/4"
EMBED ® V'-STAGGEPED:-
WOOD CASING TR'rl---
WD. DOOR FRAME ANCHORED
TO WOOD BLOCKING WITH
SEE PRODUCT APPROVAL FOR
ANCHORING INSTALLATION
METAL CLAD HOLLOW DOOR
( SEE SCHEDULE FOR SIZE )
SEALANT
STUCCO FINISH
8" C.M.U.
3"=1'-0"
12. SUBMIT 3 SETS SHOP DRAWINGS FOR THE
ARCHITECTS REVIEW OF ALL ITEMS REQUIRING
FABRICATION. DO NOT FABRICATE UNTIL
APPROVED.
13. CONCRETE:
A- COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS:
SLABS ON FILL ---------------- 2500 PSI
ALL OTHER POURED IN PLACE CONC._ 3000 PSI
GROUT ---------------------- 3000 PSI
14. MINIMUM
CONCRETE
COVER OVER REINFORCING
STEEL AS
FOLLOWS:
FOOTING
3"
COLUMNS
1-1/2"
BEAMS
1-1/2"
INTERIOR
SLABS
3/4"
EXPOSED
SLABS
1-1/2"
15. PROVIDE
12" HIGH
WATER HAMMER ARRESTING
CHAMBER
AT EACH
FIXTURE GROUP.
16. CONTRACTOR SHALL PROVIDE SEPERATE BIDS
FOR COPPER AND PVC WATER LINES.
17. ALL MATERIALS AND FIXTURES USED MUST
BE BRAND NEW.
18. FIRE STOPS SHALL BE PROVIDED AROUND TOP,
BOTTOM, AND SIDES OF SLIDING DOOR
POCKETS.
19. STRUCTURAL WOOD, SUCH AS 4 X 4'SwAF�-!
4 X 6'S SHALL BE DOUGLAS FIR. 2 X` 4'S
;{�SEffR STRUCTURAL WOOD POST
i1COMPOSITE"; YELLOW 'SOUTHERN PINE #2 OR
;,BETTER.
i
20. :ALL -ROOF JOISTS, TRUSSES, LOOKOUTS,
BEAMS AND GIRDERS SHALL BE SECURED
WITH APPROVED METAL STRAPS, CLIPS AND
'ANCHORS AT CONNECTIONS.
21. ROOF TRUSSES AND JOISTS SHALL BE
PROVIDED WITH PERMANENT CROSS/LATERAL
A� D _ ALL_,BRACING. REQUIRED TO' RESIST
UPLIFT- AND' LATERAL FORCES.
TERMITE STATEMENT
FBC,SECTION 1516.1 TERMITE PROTECTION. PRIOR TO THE BUILDING FINAL
INSPECTION A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE
BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT
CONTAINS THE FOLLOWING STATEMENT:
'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE
PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.'
GARAGE OVERE,4-
2 X 6 P.T. WOOD .
W/ 5' X 1/2' DIA. A
BOLTSO 24" O.C.(
TOP 4 BOTTOM )
(OR AS PER N.O./
8' CONC. BLOCK
COL. (SEE FOUND
PLAN FOR SIZE A
SEE ELEVATION F
WOOD DOOR STO
DETAIL
REVISION
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