04-1660(2)-007CAULK
I X 4 F
AS RE
3/16"
CONC.
IMBED
SPACE
BALAN
IN THE
SCRE
(Wf,EN 1 \ "l\
CAULK
CONC. SLAB
DOOR +BEAD
4 4
a
A <
DOOR T�4RE'HOLD
CONCRETE TIE BEAM
R -4.5 INSULATION IN CAVITIES
1/2" GYF5UM WALL BOARD
P.T. WOOD FURRING STRIPS
AT 24" O.C.
CAULK
TEMPERED GLASS
INTERIOR
S r�._A5s DOOR DETAL N1-5.
NOTES:
1. WINDOW SCREWS SIZE AND LOCATION
AS PER AFFROVED SHOP DRAWINGS
2. 5CREW5 TO PENETRATE A MIN. OF 3/4"
INTO Ist BUCK.
I X 4 PT, WD. B1 ...1"1...
3/16" X 2 1/4" LG. TAPCON CONIC.
SCREWS W/ A MIN. IMBEDMENT
OF 1 1/4" INTO CONC. 0" TO 1/4" MAX, GAP
SPACED 6" FROM EA. END E
BALANCE AS IT IS DESCRIBED
IN THE NOTICE OF ACCEPTANCE
1" X 4" P.T, BUc,r.
(SAME AS ABOVE)
GAP TO 1/4" MAX.
WINDOW FRAME
WINDOW FRAME
ADD SHIM 2" LONG X I" WIDE
AT EACH WINDOW SCREW -
1/4" TO 3/4" MAX, GAR FILL W/ FOAM BETWEEN SHIM PLATES
WINDOW FRAME
I" X 4" P.T. BUCK CONTINUOUS SHIM, I" WIDE
(SAME AS ABOVE)
LAGER THAN 3/411 GAR
UJINDCLU 15TALLAT ION TIOLERANGE5
N'_T'5'
2003088308
CONC, ' \I7Cl
5TlXC
PERII I'
BACK
EXTERIOR
E)CcfR JA�15 / HEZIAD D
1/2" GYPSUM WALL BOARD
R -4.5 INSULATION IN CA`✓ItIES
P.T. WOOD FURRING STRIPS
AT 24" O.G.
ACRYLIC CAULKING
INTERIOR WOOD DOCR CASING
2X4 F.T. WOOD BLOCKING,
ATTACKED TO CONC. MASONRY
W/ 1/4")0 X 3" LNG, TAPCON
CONC. SCREWS, W/ MIN. OF
EMBEDMENT OF 1 -3/4" INTO CONC,
SPACED Q 3" FROM EA. END
E BALANCE a 12" O.G. a JAMB,
4 10" O.C. a HEAD
WOOD DOOR FRAME,
INSTALLATION SHALL BE IN
ACCORDANCE WITH MANUFACT.
SPECIFICATIONS SET FORTH IN
THE AFFROVED PRODUCT
CONTROL APFROVAL
ENTRY DOOR, REFER TO
DOCR 5CHEDULE)
HINGE
4X%XO.025" PLATE,
(IT KINGcE5, WKEN REQUIRED)
SEALANT
3/4" STUCCO CORNER BEAD
TWO COAT STUCCO FINISH (ON
a" CONCRETE MASONRY WALL
a" CONCRETE MASONRY WALL,
(TYPJ RI=FER TO STRUCT. DWGs.
FOR RENNF.
ETAIL
EGREESS WINDOUJ NOTE&
IN AN OUTSIDE WINDOW OPERABLE FROM THE
INSIDE, THE MODE CF OPERATION SHALL NOT REQUIRE
THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR
EFFORT, SUCH CLEAR OPENING SHALL BE NOT LESS THAN
20" IN WIDTH, AND 24" IN HEIGHT, 5,l $0, FT. IN AREA
THE BOTTOM OF THE OPENING SHALL INOT BE MORE THAN
44" ABOVE THE FINISHED FLOOR AND NO PART OF THE
OPERATING MECHANISM SHALL BE PLACED HIGHER THAN
54" ABOVE FINISHED FLOOR,
AS FER SECTION 21 -2.23 OF THE 1994 E:D. OF NFPA, 101
v
v v
0
a
v v
WOW
VINYL WEATHER
5TRIFPiNG
PERIMETER CAL
E BACK BEDDIl'
i I i° h r°*,,
I X 4 PT. WD. BLOCKING W/
3/!6" 0 X 2 1/4" LG, TAPCON CONC.
SCREWS W/ A MiN, IMBEDt MENT
OF 1 1/4" iNTO CONC.
SPACED 6" FROM EA. END 4
BALANCE A$ IT IS DESCRIBED
IN THE NOTICE OF ACCEPTANCE
G-155 WINDOW DETAIL5
WEATHERSTRIPiNG
PERIMETER CAULKING AND
BACK BEDDING
STUCCO
I X 4 Pt, WD. BLOCKING W/
3/16" 0 X 2 1/4" LG. TAPCON CONC.
SCREWS W/ A MiN. IMBEDMENT
OF 1 1/4" INTO CONC.
SPACED 6" FROM EA. END <
BALANCE AS IT 15 DESCRIBED
IN THE NOTICE OF ACCEPTANCE
CAULK
SNAP IN GLAZING
BEAD ( TYPICAL )
CAULK
MARBLE SILL
X
4
u;
PRECAST. GONG. SILL
I �1,
N
cl
Z
3
N
W�
LL0
C�ENERAL NOTE,13
I, FOUNDATION DESIGN IS BASED ON A SOIL 11. COORDINATE ALL STRUCTURAL WORK WITH
BEARING CAPACITY OF 2,000 FSF, FILL ARCHITECTURAL, MECHANICAL AND ELECTRICAL :t vu.
SHALL BE COMPACTED TO OPTIMUM DRAWINGS FOR VERIFICATION OF LOCATIONS
DENSITY AND FIELD TESTS SHALL BE TAKEN, DIMENSIONS OF ALL PROJECT REQUIREMENTS. + L 4
2. ALL REINFORCEMENT SHALLBE (00,000 F31 12. SUBMIT 3 SETS SHOP DRAWINGS FOR THE
MINIMUM YIELD NEW BILLET STEEL IN ARCHITECTS REVIEW OF ALL ITEMS REQUIRiNG xs
ACCORDANCE WITH ASTM 4615 GRADE ro0, FABRICATION. DO NOT FABRICATE UNTIL
ALL BAR LAFS SHALL PAVE A MINIMUM OF APPROVED.
36 BAR DIAMETER PLACING OF
REINFORCEMENT SHALL CONFORM TO THE 13. ALL ROOF TRUSSES SHALL BE ANCHORED AT
LATEST ACI AND MANUAL OF STANDARD EACH END WITH A I" X 14 GA HUGHES DTC
PRACTICE CODES. USE CORNER BAR5 IN STRAP /TRU55 SEAT EMBEDDED IN CONCRETE r.
ALL FOUNDATION CORNERS TO MATCH BEAM AS 5PECIFIED IN TYPICAL WALL SECTION ( t
REINFORCEMENT SIZE AND SPACING, d
3, ALL STRUCTURAL STEEL SHALL BE A5TM 14, MINIMUM CONCRETE COVER OVER REINFORCING °a
A -3a STEEL ALL BOLTS SHALL BE ASTM STEEL AS FOLLOWS:
A -325 GRADE. ALL ANCHOR 5OLT5 SHALL FOOTING 3"
BE ASTM A -301 GRADE, COLUMNS 1 -1/2" E, x c) 7f,
BEAMS 1 -1/2"
4, ALL STRUCTURAL STEEL SHALL BE FREE OF INTERIOR SLABS 3/4"
SCALE, RUST, OIL AND OTHER DELETERIOUS EXPOSED SLABS 1 -1/2 "+
MATERIAL
15. PROVIDE 12" HIGH WATER HAMMER ARRESTING
5. ALL TIMBER SHALL HAVE A MINIMUM FIBER CHAMBER AT EACH FIXTURE GROUP.
STRESS OF 1,250 PSI UNLESS OTHERWISE
NOTED ON DRAWINGS, lo. CONTRACTOR SHALL PROVIDE SEPERATE BIDS
FOR COFFER AND PVC WATER LINES. (�
6. ALL TIMBER IN DIRECT CONTACT WITH STEEL
OR CONCRETE SHALL BE PRESSURE TREATED, 17, ALL MATERIALS AND FIXTURES USED MUST
HAVE AN AFFROVED SEFERATING, MATERIAL, BE BRAND NEW.
OR HAVE GALVANIZED ANCHOR SEAT. (�
Ia. FIRE STOPS SHALL BE PROVIDED AROUND TOP,
1. ALL BEARING PARTITIONS SHALL BE SECURED BOTTOM, AND SIDES OF SLIDING DOOR
TO ADJACENT PARTITIONS, AND SHALL HAVE POCKETS,
AT LEAST A 3 -6TUD POST ALL ENDS AND
CORNER5 AND AT EACH END OF WINDOW AND 19, STRUCTURAL WOOD, SUCH AS 4 X 4'6 OR C ��
DOOR OPENINGS, 4 X o'5 SHALL BE DOUGLAS FIR, 2 X 4'6
USED FOR STRUCTURAL WOOD F05T �+
a. ALL PARTITIONS GREATER THAN 10 FEET HIGH COMPOSITE, YELLOW SOUTHERN PINE *2 OR
WITHOUT A LATERAL SUPPORT SHALL HAVE BETTER.
DOUBLE 2 X 4 5TUD5 AT la" O.C. (NAILED
TOGETHER WITH !00 NAILS AT o" O.C.) 20. ALL ROOF JOISTS, TRUSSES, LOOKOUTS,
BEAMS AND GIRDERS SHALL BE SECURED
9. USE WASHERS AT ALL BOLTED TIMBER WITH AFFROVED METAL STRAPS, CLIPS AND
CONNECTIONS, ANCHORS AT CONNECTIONS IN ACCORDANCE
WITH sFBC CHAPTER 29. ( >
10, ALL BEARING WALL OPENINGS SHALL HAVE
(2) 2 X 12 HEADERS (TYPICAL UNLESS 21, ROOF TRUSSES AND JOISTS SHALL BE
NOTED) WITH 1/2" PLYWOOD IN BETWEEN, PROVIDED WITH PERMANENT CROSS/LATERAL
AND ALL BRACING REQUIRED TO RESIST r -y
UPLIFT AND LATERAL FORCES.
5JRC�LAR�T INTRU51CN NCT 5
I, ALL LOCKS ON EXTERIOR DOORS 5WALL BE CAPABLE OF RESISTING A FORCE OF 300 LBS,
APPLIED IN ANY MOVABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS
SET FORTH.
2. ALL SINGLE INTERIOR SWING DOORS SWALL WAVE A LOCK TO BE KEY OPERATED FROM
EXTERIOR WITH A MINIMUM OF 0000 POSSIBLE KEY CHANGES OR LOCKING AUXILIARY
SINGLE DEAD BOLT WITH HARDENED BOLT INSERT
3. THE ACTIVE LEAF OF PAIRS OF EXTETIOR SWING DOORS. SHALL HAVE SAME LOCKS A5
REQUIRED FOR SINGLE EXTERRIOR DOORS. THE INACTIVE LEAF OF THESE FAIRS OF DOORS
SHALL WAVE MULTIPLE POINT LOCKS WIT" 5 /a" MINIMUM THROW BOLT WITH INSERTS.
4. SLIDING GLA55 DOORS SHALL BE PROVIDED WITW 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 DOOR5 SHALL BE REINFORCED IN THE 5TRIIKE 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.
ro. JAMB5 OF ALL EXTERIOR OFFSETTYPE IN- SLUING DOORS BE RABBETTED, OR OF 51MILAR
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 SOLID CORE OF NOT LESS THAN
1 -3 /a" THICK,
a. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS
INSTITUTE'S STANDARD 291.1.
g, VISION PANELS IN EXTERIOR DOORS OTHER THAN GLAZING WIHTIN 40" OF THE INSIDE
LOCKING ACTIVATING DEVICE OF LOOSE AND SWINGING DOCRS SHALL COMPLY WITH
AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 291.1
10, SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED 50 THAT NO
PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO
COMPLY WITH TWE ARCHITECTURAL ALUMINUM MFGS. A550C. STANDARDS FOR FORCED
ENTRY RESISTANCE, AAMA 1303.3
11, FRONT AND MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION
PANELS
5AFET� / EGflRE5,5 DOOR NOTES
I, NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN 32" WIDE, EXCEPT
THAT BATHROOM DOORS MAY BE 24" WIDE, UNLESS A LARGER DOOR OPENING 15 REQUIRED TO
SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
3. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED
DOOR FROM THE OUTSIDE IN A EMERGENCY.
4. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS
OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE
EASILY ENGAGED SHALL BE PROHIBITED.
UNAVYIN JJY:
J. M. - K. C.
DATE:
08 -09 -2004
SHEET
D-1
Lo
�
I
cJ
0
Q
�P
00
c
UNAVYIN JJY:
J. M. - K. C.
DATE:
08 -09 -2004
SHEET
D-1