13-1396-040GENERAL NOTES:
I , ALL WORK SHALL COMPLY W/ THE "FLORIDA BUILDING CODE 2010 - BUILDING ".
2. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY
ALL DIMEN5ION5 � CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE
PROCEEDING.
3. CONTRACTOR SHALL EXECUTE WORK IN ACCORDANCE WITH THE DRAWINGS AS FAR AS
POSSIBLE. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES IN ORDER TO AVOID
CONFLICT. WHERE CONFLICTS OCCUR TI IAT CANNOT BE LA51LY RESOLVED, THE
ARCHITECT /ARCHITECT'5 CONSULTANTS SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE
WORK. WHERE DIRECTED BY ARCHITECT/ AKCHITECT'5 CONSULTANT, CONTRACTOR SHALL,
WITHOUT EXTRA CHARGE MAKE REASONABLE MODIFICATIONS IN LAYOUT AS NEEDED TO
PREVENT CONFLICT WITH VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK,
4. WHEN VARIANCES OCCUR BETWEEN DRAWINGS AND /OR DISCIPLINES THE ITEM OR
ARRANGEMENT OF BETTER QUALITY OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT
PRICE.
5. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER
OPENINGS AND CHASES SHALL BE PROVIDED.
G. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIAL5 BY WRITTEN REQUEST TO AND
5U5JECT TO AI FROVAL BY OWNER/ARCHITECT.
7. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL,
8. ALL VEGETATION AND ORGANIC MATTER 5HALL BE REMOVED PRIOR TO PLACING FILL,
9. PROVIDE TERMITE TREATMENT OF SOIL. UNDER ALL FOUNDATIONS AS PER "F.B.C. 20 10,
BUILDING" SECTION 181 G. PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR
WATER HEATER OR ELECTRICAL PANEL AS PEP, SECTION 105.1 1.
10. ALL WOOD IN CONTACT WITH CEMENTITIOU5 MATERIALS SHALL BE PRESSURE TREATED.
I I. PRESSURE TREATED WOOD (MATERIALS)
A. BORATE BASED PRESERVATIVE - FOR ABOVE GROUND APPLICATIONS THAT ARE
CONTINUOUSLY PROTECTI-D FROM LIQUID WATER.
B. COPPER BASED PRESERVATIVE - FOR FULL EXPOSURE TO ABOVE GROUND, GROUND
CONTACT, AND FRE5I (WATER APPLICATIONS.
C. ALL METAL PKODUCT5 USED IN CONJUNCTION WITH PRE55URE TREATED WOOD 5HALL BE
IN ACCORDANCE WITH PUBLICIZED RECOMMENDATIONS OF THE METAL PRODUCTS
MANUFACTURER AND WOOD PRESERVATIVE PRODUCTS.
12. ALL NAILS U5ED IN EXTERIOR APPLICATIONS TO BE HOT - DIPPED GALVANIZED.
13. PROVIDE SHUTTERS AND /OR IMPACT PROTECTION FOR ALL EXTERIOR WALL COMPONENTS AS
PER T.B.C. 20 10, BUILDING" SEC. I G09. 1.4 AND IN HIGH - VELOCITY HURRICANE ZONE AS PER
SECTION 24 13, SINCE THE ENTRY DOOR 15 CONSIDERED AN EGRESS DOOR AND CANNOT BE
5HUIT ERED, AN IMPACT RESISTANT DOOR SHALL BE PROVIDED.
1 4. PROVIDE SCREENS FOR. ALL WINDOWS AND SLIDING GLA55 DOOR5.
15. DOOR HARDWARE.
A. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM
INSIDE THE CLOSET.
B. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE
DURING AN EMERGENCY WHEN LOCKED.
C. NO DOUBLE CYLINDER KEY LOCK5 OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ON
THE REQUIRED EXIT DOOR, A5 PER T.B.C. 2010, BUILDING" SEC. 1006. 1.9.3 EXCEPTION 4
16. BATHTUB AND SHOWER FLOORS AND WALL5 ABOVE BATHTUBS WITH INSTALLED SHOWER
HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT
SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LE55 THAN G FEET
(1829 MM) ABOVE THE FLOOR IN ACCORDANCE WITH "F.B.0 20 10, BUILDING" SECTION
12103
17. CONTRACTOR TO COORDINATE CLEARANCES FOR ALL SHUTTER ATTACHEMENT5 PRIOR TO
INSTALLATION OF ALL MOULDINGS, BRACKETS, PRECAST COLUMNS, ETC. IN THE EVENT OF
CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING.
18. SLEEPING ROOMS REQUIRED TO HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING A5
PER "F.B.C. 2010, BUILDING" SECTION 1029, 5HALL HAVE A MAXIMUM SILL HEIGHT OF NOT
MORE THAN 44 INCHES (I 118 MM) A.F.F. ALL OPENING5 SHALL HAVE A MINIMUM NET CLEAR
OPENING AREA OF 5.7 SQUARE FEET (0.53 SO. METERS) FOR SECOND AND THIRD FLOOR
OPENINGS OR 5.0 SQUARE FEET FOR GROUND FLOOR OPENINGS. ALL OPENINGS 5HALL HAVE
A MINIMUM HEIGHT OF 24 INCHES (G 10 MM) AND A MINIMUM WIDTH OF 20 INCHES (508 MM)
19. OWNER TO COORDINATE TYPE, QUANTITY AND LOCATION OF BATHROOM ACCE550RIE5,
MIRRORS, MEDICINE CA5INET5 AS WELL AS CLOSET, PANTRY AND LINEN SHELVING WITH
CONTRACTOR
20. STUCCO CONTROL JOINTS SHALL BE INSTALLED IN VERTICAL APPLICATIONS (WALLS) NOT
MORE THAN 144 5Q. FT. IN AREA AND IN HORIZONTAL APPLICATIONS (CEILINGS, CURVES AND
ANGLED TYPE STRUCTURES) NOT MORE THAN 100 50. FT. IN AREA, CONTRACTOR SHALL
COOORDINATE LOCATION AND COMPLY AS PER A.5.T.M.0 I OG3
ALL WINDOW SILLS TO BE WOOD BLOCKING TO BE NON - BEVELED I X 4 FOR
G.W.B. PRECAST CONCRETE UNLESS WINDOWS � I X G FOR 5.G.D. AND NAILED WITH
DENOTED OTHERWISE ON HILTI X -DNI G2P8 AT 12" O.C. AND 3" FROM TOP
WINDOW ANCHORS TO BE SECURELY SNAP IN GLAZING STRUCTURAL DRAWINGS. AND BOTTOM. SET IN CONT. SEALANT BED
0O FASTENED DIRECTLY TO MASONRY OR BEAD (TYE,) TIE BEAM OR LINTEL SEE STRUCTURAL
O.v O CONCRETE THRU WOOD BUCK AS PER CAULK DRAWINGS FOR SIZE t REINF.
�• C CONCRETE 51LL
VINYL WEATHER 00 _ H. �1 �p
Q O Op'
O STRIPPING MARBLE OR WOOD SILL
(TYP . )
°O PERIMETER SEALANT G.W.B. STUCCO
O �J AND BACK BEDDING PERIMETER F G.W.B
VINYL FATHER (TYP.) SEALANT
5TRIPPING O Qo AND BACK WINDOW ANCHORS TO BE SECURELY
O FASTENED DIRECTLY TO MASONRY OR
PERIMETER SEALANT O 00 O o 0 0. 0 CONCRETE THRU WOOD BUCK AS PER
AND BACK BEDDING - MFR'5 PRODUCT APPROVAL
TYP J
STUCCO
WINDOW JAMB WINDOW SILL DETAIL WINDOW HEAD DETAIL
TYPICAL WINDOW DETAILS
ENERGY NOTES:
THE STRUCTURE MUST COMPLY WITH ALL FRE5CRIFTIVE
REQUIREMENTS FOLK WINDOW, DOOR AND DUCTWORK
INFILTRATION INCLUDES THE FOLLOWING REQUIREMENTS.
WINDOWS SHALL HAVE A MAXIMUM OF 0.3 C.F.M. PER LINEAR
FOOT OF OPERABLE SASH CRACK.
SWING DOORS SHALL HAVE A MAXIMUM OF 0.5 C.F.M. PER
SQUARE FOOT OF DOOR AREA INFILTRATION
SLIDING GLA55 DOOR5 5HAL1 HAVE A MAXIMUM OF 0.3 C.F.M.
PER SQUARE FOOT OF DOOR AREA INFILTRATION
EXTERIOR JOINTS OR OPENINGS IN THE BUILDING ENVELOPE SHALL
BE CAULKED, GA5KETED, WEATHER- 5TRIFPED IN ACCORDANCE Wl
SECTIONS 606. I .ABC. I .2. 1 THROUGH GOG. I .ABC. I .2.5
HVAC DUCTS SHALL BE CON5TRUCTED IN ACCORDANCE WITII
INDUSTRY STANDARDS AND THE LOCAL MECHANICAL CODE. DUCTS
IN UNCONDITIONED 5PACE SHALL BE INSULATED TO A MINIMUM OF
8 =G.0
ALL PENETRATIONS AND JOINTS IN THE TOP PLATES OF EXTERIOR
WALL5 SHALL BE SEALED.
AN INFILTRATION BARRIER SHALL BE INSTALLED IN EXTERIOR WALL5
AND RAIDED WOOD FLOORS.
-THE CRACK BETWEEN EXTERIOR WALL SOLE FI.ATE5 AND FLOORS
IN FRAME CONSTRUCTION 5HALL BE SEALED WITH CAULKING OR
GASKET MATERIAL.
ALL PENETRATIONS, JOINTS AND CRACKS IN INTERIOR WALL5 AND
CEILINGS AND EXTERIOR WALLS SHALL BE SEALED INCLUDING THE
FOLLOWING COMPONENTS: WINDOW AND DOOM FRAMES,
ELECTRICAL OUTLETS / SWITCHES / LIGHTS, BASEBOARDS, ATTIC
ACCE55E5 AND FIRE STOPS IN CONCEALED SPACES.
ALL JOINTS IN DUCTWORK IN UNCONDITIONED SPACE SHALL BE
SEALED.
ALL EXHAUST FANS 511ALL BE DISCHARGED OUTDOORS. SEC.
501.3 FLORIDA MECHANICAL CODE 2010 EDITION
WATERF'ROOEING NOTE:
I . PROVIDE 2 COATS THOR05EAL 2 L55 /PER 5Q,
YARD AT TERRACE FLOOR IF NO TILE FINISH 15
PROVIDED,
2. THE FOLLOWING PROCEDURE 15 FOR
WATERPROOFING EXTERIOR BALCONIES WITH TILE
INSTALLATIONS:
-DAY I -APPLY VULKEM 450 BASE COAT
APPROXIMATELY 40 TO 50 MILS
THICKNE55. LET DRY THOROUGHLY.
-DAY 2 - APPLY AN ADDITIONAL COAT OF
VULKEM 450 AT THE RATE OF NOT
MORE THAN 250 5Q. FT.FER
GALLON. WHILE STILL WET, BROAD CAST
2030 51LICA SAND COVERING THE
SURFACE COMPLETELY.
-DAY 3 - REMOVE EXCE55 SAND AND PROCEED
WITH THE TILE INSTALLATION
CABINET PACKING STUD
REINFORCEMENT NOTES:
AS PER "F. B. C. 2010, BUILDING" CHAPTER 23
SECT. 23125.1.1 5 5TUD5 IN BEARING WALLS, EXTERIOR
WALLS AND NON BEARING PARTITIONS
SUPPORTING WALL HUNG PLUMBING
FIXTURES AND WALL CABINETS 5HALL
BE NOT LE55 THAN 2x4, WHERE
57ACED NOT MORE THAN I G" O.C.:
OR, NOT LE55 THAN 2xG, WHERE
5PACED NOT MORE THAN 24" O.C.
SECT. 23 1 25.1.1 5. 1 A MINIMUM 2x4 HORIZONTAL WOOD
MEMBER, SECURELY FASTENED TO
NOT LE55 THAN (2) OUCH 5TUD5,
SHALL BE INSTALLED FOR THE
ATTACHMENT OF EACH WALL HUNG
PLUMBING FIXTURE AND WALL
CABINET.
NOTE: IF METAL FRAMING USED PROVIDE DOUBLE (20
GAUGE) VERTICAL METAL 5TUD5 5PACED AT A
MIN. OF I G" O.C. AND MEETING THE ABOVE
MENTIONED HORIZONTAL FRAMING
REQUIREMENTS. A5 FER 5ECT.25 1 7.5. 1 . 1
METAL ROOF ASPHALT
ROOF, ASPHALT SHINGLE,
BARREL TILE OR FLAT
CEMENT TILE
ATTIC SPACE
MTL. STUDS AND MTL. RUNNERS
ATTACHED TO BLOCK OR SLAB
W/ HILTI DN7258 POWER DRIVEN
NAILS @ 12" O.C.
5/8" GYP. BD.
5TUD5 @ 24"
1/2" GYP. BD.
STUDS @ IG"
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STUCCO 7I1115H A A STUCCO FINISH
TIE BEAM OR LINTEL SEE
STRUCTURAL DRAWINGS
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CONT. CAULKING 2 X 4 P.T. WOOD BLOCK CONT, CAULKING
W / HILTI #IDS 82P10AT
BRICK MOULDING 12" O.C., G" FKOM TOP k BRICK MOULDING
BOTTOM. OR 3" X 1/4" 0
2 X RABBETED 2 X RABBETED
TAPCON5 AT 1 2" O.C., G"
ATTACH AS PER Z4 111 I1q_L_ ATTACH AS PER
PRODUCT APPROVAL PRODUCT APFROV
HEADER
ON MTL.
O.C. OR
ON MTL.
O.C.
SECTION �l"'- 5ECTION
FULL DROP CEILING SOFFIT
NOTE: REFER TO 1/4" FLOOR PLANS FOR CLG. HEIGHT AND SOFFIT DIMENSIONS
DROP CEILING DETAIL (TYP.)
90# FELT HOT- MOPPED
OVER GALV. MTL. FLA5HING
TYPICAL VALLEY FLASHING
WOOD TR.U55 BEYC
INSULATION ADHERI
TO 1/21' PLYWD. 51-11
1/2" PLYWD. 5HTG
(I ) LAYER OF /2"
LV111N. �.vv .L).
ADHERED TO PLYWOOD
SHEATHING (COORDINATE
THICKNE55 W/ ADJACENT CEILING)
19/32" PLYWOOD 5HTG
SHUTTER NOTES:
ALL SHUTTERS LOCATED ABOVE THE I ST. STORY TO
BE PERMANENTLY INSTALLED 4 CL05ABLE FROM THE
INSIDE OF THE BUILDING OR UNLE55 SUCH OPENINGS
ARE ACCF551BLE WITHOUT THE USE OF A LADDER.
AS PER FBC 2010 BUILDING SECT. 24 1 3.G. I AND
FBC RESIDENTIAL SECT. R .4-110.4.G. I
MOULDING NOTE:
I . ATTACHE ALL MOULDINGS AS PER MANUFACTURES
SPECIFICATIONS.
2. CARRY MOULDING. AND /OR WALL FINISHES ON FRONT
BACK5, UNDERSIDES, AND TOP5 OF ALL OPENINGS OR
WALL5 WHERE AFPLICA13LE OR AS INDICATED
3, RETURN ALL MOULDINGS, BANDS. AND FINISHES TO
WINDOW AND DOORS
4. RETURN All HORIZONTAL MOULDINGS COMPLETELY
AROUND FREE STANDING COLUMNS AND FIN. WALLS.
ETC,
ATTIC ACCESS
MTL. 5TUD5 AND MTL RUNNERS
ATTACHED TO BLOCK OR SLAB
W/ HILTI DN725(5 POWER DRIVEN
NAILS @ 12" O.C. TOP AND
BOTTOM
INTERIOR INTERIOR
BASE SELECTED
BY OWNER GYf . BD. ON MTL. STUDS
@ 24" (D.C.
INTERIOR PARTITION DET.
PROVIDE HOLD DOWN
DEVICE WHEN LOCATED
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2" X 2" X 1/2" CLIP ANGLE
SECTION �l"'- 5ECTION
FULL DROP CEILING SOFFIT
NOTE: REFER TO 1/4" FLOOR PLANS FOR CLG. HEIGHT AND SOFFIT DIMENSIONS
DROP CEILING DETAIL (TYP.)
90# FELT HOT- MOPPED
OVER GALV. MTL. FLA5HING
TYPICAL VALLEY FLASHING
WOOD TR.U55 BEYC
INSULATION ADHERI
TO 1/21' PLYWD. 51-11
1/2" PLYWD. 5HTG
(I ) LAYER OF /2"
LV111N. �.vv .L).
ADHERED TO PLYWOOD
SHEATHING (COORDINATE
THICKNE55 W/ ADJACENT CEILING)
19/32" PLYWOOD 5HTG
SHUTTER NOTES:
ALL SHUTTERS LOCATED ABOVE THE I ST. STORY TO
BE PERMANENTLY INSTALLED 4 CL05ABLE FROM THE
INSIDE OF THE BUILDING OR UNLE55 SUCH OPENINGS
ARE ACCF551BLE WITHOUT THE USE OF A LADDER.
AS PER FBC 2010 BUILDING SECT. 24 1 3.G. I AND
FBC RESIDENTIAL SECT. R .4-110.4.G. I
MOULDING NOTE:
I . ATTACHE ALL MOULDINGS AS PER MANUFACTURES
SPECIFICATIONS.
2. CARRY MOULDING. AND /OR WALL FINISHES ON FRONT
BACK5, UNDERSIDES, AND TOP5 OF ALL OPENINGS OR
WALL5 WHERE AFPLICA13LE OR AS INDICATED
3, RETURN ALL MOULDINGS, BANDS. AND FINISHES TO
WINDOW AND DOORS
4. RETURN All HORIZONTAL MOULDINGS COMPLETELY
AROUND FREE STANDING COLUMNS AND FIN. WALLS.
ETC,
ATTIC ACCESS
MTL. 5TUD5 AND MTL RUNNERS
ATTACHED TO BLOCK OR SLAB
W/ HILTI DN725(5 POWER DRIVEN
NAILS @ 12" O.C. TOP AND
BOTTOM
INTERIOR INTERIOR
BASE SELECTED
BY OWNER GYf . BD. ON MTL. STUDS
@ 24" (D.C.
INTERIOR PARTITION DET.
PROVIDE HOLD DOWN
DEVICE WHEN LOCATED
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WITHIN A/C 5PACE
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2" X 2" X 1/2" CLIP ANGLE
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TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE -
CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TEKMITE5 AS PER
F.B.C. 2007 ED. SECTION P4409.13,5
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HANDRAIL MOULDING -
No. 4902 ALUM. BY
JULIU5 BLUM OR
AFPROV. EQUAL
I 1/2" CHANNEL CAP --
1 1/2" W x I " H. CHANNEL
WELDED ALUMINIUM MESH
SAFEGUARD TO MEET F.B.C.
20 10 BUILDING I G 18.4.G.
EQUALLY SPACED x 1 112"
SQUARE P05T5 @ 4' -0" O.C.
1 1/2" W x I" H. BOTTOM
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SEE FINISH 5CHED
MIN, 5 /(5" STUCCO FINISH
LINE OF WALL
GALVANIZED METAL FLA5HING
€COUNTER FLASHING AS PER
MANUFACTURERS SPECIFICATION
SET IN ROOFING CEMENT
METAL ROOF, ASPHALT SHINGLES,
BARREL_ TILE5 OF FLAT CEMENT TILES
1-90# MIN. SURFACE HOT MOPPED TO
1-30# FELT TINTAGGED TO 19/32" CDX
PLYWOOD 5HATHING
cv
8" MIN.
LINE OF WOOD FRAMING
TYPICAL WALL FLASHING
2
r� � WOOD TRU55
�o
LINE OF WALL
MIN. 5/8" STUCCO FINISH
GALVANIZED METAL FLASHING
COUNTER FLASHING AS PER
MANUFACTURER SPECIFICATIONS
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METAL ROOF, ASPHALT SHINGLE,
BARREL TILE OR FLAT CEMENT TILE
ZZrz�Z
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LINE OF WOOD
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n
TYPICAL WALL PLASHING SECTION
/ I HR FIRE RATED CLG: 5/8" T)TE X
GW6 OVEK METAL HI HATS @ 12 " O.0
0.018 (No 25 CARBON SHEET STEEL
GAGE) 3 5/8" CHANNEL - SHAPED
STUDS 24 O.C.
5/8" TYPE "X" GYPSUM WALLBOARD ON EACH
SIDE ATTACHED WITH I " LONG No G DRYWALL
SCREWS TO EACH STUD AS PER F.B.C.
REQUIREMENTS IN TABLE 720.1 (2) ITEM 1 3- 1 .1
SOUND INSULATION TO ACHIEVE AN
5TC RATING OF 50 (45 IF FIELD
TESTED) AS PER F.B.C, SECTION 1207
BASE
HR FIRE RATED INTERIOR
PARTITION DET.
srte,
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SCALE A5 Indicated
DATE OG /OG/ 1 3
JOB 131 1
SHEET
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OF SHEETS
c�P 0/ -7
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A2: 1,4/2914 :
5:1 :03
RAUL R. SOT ONGO • AR -7712
JENNIFER MALLON SALMAN • AR -17191
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