13-1396-041GENERAL NOTE5:
1 • ALL WORK SHALL COMPLY W/ THE "FLORIDA BUILDING CODE 2010 - BUILDING ".
?. DO NOT SCALE DRAWINGS, USE FIGURED DIMEIISIONS ONLY. CONTRACTOR SHALL VERIFY
ALL DIMENSIONS t CONDITIONS AND IN THE EVENT OF CCHFUCT. 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 THAT CANNOT BE EA511-Y RESOLVED, THE
ARCHITECT /ARCHITEGT'5 CONSULTANTS SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE
WORK. WERE DIRECTED BY ARCHITECT /ARC HITECT'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.
I�
4. WHEN VARIANCES OCCUR BETWEEN DRAWINGS AND /OR DISCIPLINES THE ITEM OR
ARRANGEMENT Of BETTER QUALITY OK HIGHER COST SHALL BE INCLUDED IN THE CONTRACT
PRICE.
I
5. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES 50 THAT PROPER
OPENRIGS AND CHASES SHALL BE PROVIDED.
G. SUBSTITUTIONS OF SPECIFIED PRODUCTS AND /OR MATERIALS BY WRITTEN REQUEST TO AND
SUBJECT TO APPROVAL BY OWNER/ARCHITECT.
7. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITFCT5 APPROVAL.
8. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL.
5. PROVIDE TERMITE TREATMENT OF 501L UNDER ALL_ FOUNDATIONS AS PER F.B.C. 201 O,
BUILDING" SECTION 18 I G. PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR
WATER HEATER OR ELECTRICAL PANEL AS PER SECTION 1 05.1 1.
10. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIALS SHALL BE PRESSURE TREATED.
1. PRESSURE TREATED WOOD (MATERIALS)
A. BORATE BASED PRESERVATIVE - FOR ABOVE GROUND APPLICATIONS THAT ARE
CONTINUOUSLY PROTFCTFD FROM LIQUID WATER.
B. COPPER BASED PRESERVATIVE - FOR FULL EXPOSURE TO ABOVE GROUND, GROUND
CONTACT, AND FRESHWATER APPLICATIONS.
C. ALL METAL PRODUCTS USED IN CONJUNCTION WITH PRESSURE TREATED WOOD SHALL BE
IN ACCORDANCE WITH PUBLICIZED RECOMMELIDATION5 OF THE METAL PRODUCTS
MANUFACTURER AND WOOD PRESERVATIVE PRODUCTS.
2. ALL NAILS USED IN EXTERIOR APPI_ICATION5 TO BE HOT - DIPPED GALVANIZED.
13. PROVIDE SHUTTLR5 AND /OR IMPACT PROTECTION FOR ALL EXTERIOR WALL_ COMPONFNTSAs
PER "F.B.G. 2010. BUILDING" SEC. I GOD. 1.4 AND IN HIGH - VELOCITY HURRICANE ZONE AS PER
SECTION 2413. SINCE THE ENTRY DOOR IS CONSIDERED AN EGRE55 DOOR AND CANNOT BE
SHUTTERED, AN IMPACT RESISTANT DOOR SHALL BE PROVIDED.
14. PROVIDE SCREENS FOR ALL WINDOWS AND SLIDING GLASS DOORS.
15. DOOR HARDWARE.
A. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPFH 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 LOCKS OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ON
THE REQUIRED EXIT DOOR, AS PER "F.B.C. 201 O. BUILDING" SEC. 1008. I.5.3 EXCEPTION 4
16. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER
HEADS AND IN SHOWER COMPAKTMFNTS SHALL BE FINISHED WITH A NOHA650RBENT
SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN G FEET
(1 825 MM) ABOVE THE FLOOR IN ACCORDANCE WITH "F.B.0 201 0, BUILDING" SECTION
1210.3
I
17. CONTRACTOR TO COORDINATE CLEARANCES FOR ALL SHUTTER ATTACHMMEI ITS PRIOR TO
i
INSTALLATION OF ALL MOULDINGS, BRACKETS, PRECAST COLUMIIS, ETC. IN THE EVENT OF
CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING.
18, SLEEPING ROOMS REQUIRED TO HAVE AN EMERGENCY ESCAPE AND RESCUE OPENING AS
PER "F.B.C. 201 O, BUILDING" SECTION 102e, SHALL HAVE A MAXIMUM SILL HEIGHT OF NOT
MORE THAN 44 INCHES (1 P 18 MM) A.F.F. ALL OPENINGS SHALL HAVE A MINIMUM NET CLEAR i
OPENING ARLA OF 5.7 SQUARE FEET (0.53 5Q. METERS) FOR SECOND AHD THIRD FLOOR
OPENIHG5 OR 5.0 5QUAKE FEET FOP, GROUND FLOOR OPENINGS, ALL OPENINGS SHALL HAVE
A MINIMUM HEIGHT OF 24 1HCHES (G I O MM) AND A MINIMUM WIDTH OF 20 INCHES (508 MM)
I
i
10. OWNER TO COORDINATE TYPE, QUANTITY AND LOCATION OF BATHROOM ACCESSORIES,
MIRRORS. MEDICINE CABINETS 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 50. FT. IN AREA AI\ID IN HORIZONTAL APPLICATIONS (CEILINGS, CURVES AND
ANGLFD 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
G.W.B.
WINDOW ANCHORS TO BE SECURELY SNAP IN GLAZING
BEAD (TYP.)
o FASTENED DIRECTLY TO MA50LJRY OR
O CONCRETE THRU WOOD BUCK AS PER
MFR'3 PRODUCT APPROVAL
• VINYL WEATHER
O STRIPPING
(TYP, )
°0 PERIMETER SEALANT
C) AND BACK BEDDING
VINYL WEATHER (T� )
ALL. WIIIDOW 51LL5 TO BE WOOD BLOCKING TO BE NON - BEVELED I X 4 FOR
PRECAST CONCRETE UNLESS WINDOWS t I X G FOR S.G.D. AND NAILED WITH
DENOTED OTHERWISE ON HILTI X -DHI G2P8 AT 12" O.C. AND 3" FROM TOP
STRUCTURAL- DRAWINGS. AND BOTTOM. SET IN CONT. 5EAIANT BED
TIE BEAM OR LINTEL SEE STRUCTURAL
CAULK DRAWINGS FOR SIZE 4 REINF.
CONCRETE SILL O OO
no, o
MARBLE OR WOOD SILL
G.W.U. STUCCO
PERIMETER
SEALANT
STRIPPING_ --- - AND BACK
TYP. . lJ Q o O (--)0
O
PERIMETER SEALANT •• O (Do. O 0 O FI
AND BACK BEDDING
(TYP. )
STUCCO
WINDOW JAMB WINDOW 51LL DETAIL
TYPICAL WINDOW DETAILS
ENERGY NOTES:
THE STRUCTURE MUST COMPLY WITH ALL PRESCRIPTIVE
REQUIREMENTS FOR WINDOW, DOOR AND DUCTWORK
INFILTRATION INCLUDES TI1E FOLLOWING REQUIREMENTS,
WINDOWS SHALL HAVE A MAXIMUM OF 0.3 C.F.M. PER LINEAR
FOOT OF OPERABLE 5A5H CRACK.
SWING DOORS SHALL HAVE A MAXIMUM OF 0.5 C.F.M. PER
SQUARE FOOT OF DOOR AREA INFILTRATION
SLIDING GLASS DOORS SHALL 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 CAUI -f;ED. GA5KETFD, WEATHER- STRIPPED IN ACCORDANCE W/
SECTIONS COC. ).ABC. 1.2.1 THROUGH CO(-,. I .ABC. 1,2.5
HVAC DUCTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
INDUSTRY STANDARDS AND THE LOCAL MECHANICAL CODE. DUCTS
IN UNCONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF
R =G.O
ALL PENETRATIONS AND JOINTS IN THE TOP PLATES OF EXTERIOR
WALLS SHALL BE SEALED.
AN INFILTRATION BARF'IER SHALL BE INSTALLED IN EXTERIOR WALL5
AND RAISED WOOD FLOORS.
-THE CRACK BETWEEN EXTERIOR WALL SOLE PLATES AND FLOORS
IN FRAME CONSTRUCTION SHALL BF SEALED WITH CAULKING OR
GA5KET MATERIAL.
ALL PENETRATIONS, JOINTS AND CFACK5 IN INTERIOR WALLS AND
CEILINGS AND EXTF_RIOK WALL5 SHALL BE SEALED INCLUDING THE
FOLLOWING COMPONENTS: WINDOW AND DOOR FRAMES,
ELECTRICAL OUTLET5 / SWITCHES / LIGHTS, BA5EBOARDS, ATTIC
ACCES5E5 AND FIRE STOPS IN CONCEALED SPACES.
ALL JOINTS IN DUCTWORK IN UNCONDITIONED SPACE 5HALL BE
SEALED.
ALL EXHAUST FANS SHALL BE D15CHAKGED OUTDOORS. SEC.
501.3 FLORIDA MECHANICAL CODE 2010 EDITION
WATERPROOFING NOTE:
I . PROVIDE 2 COATS THOR05FAL 2 LB5 /PER 50,
YARD AT TERP,ACF FLOOR IF NO TILL: FIN15H 15
PKOVIDLD.
2. THE FOLLOWING PROCEDURE 15 FOR
WATERPROOFING EXTERIOR BALCONIES WITH TILE
INSTALLATIONS:
DAY I - APPLY VULKFM 4 50 BASE COAT
APPROXIMATELY 40 TO 50 MILS
THICKNES5, LET DRY THOROUGHLY.
-DAY 2 - APPLY AN ADDITIONAL COAT OF
VULILTM 450 AT THE FATE OF NOT
MORE THAN a0 SQ. r f.PFR
GALLON. WHILE STILL WET, BROAD CAST
2030 SILICA SAND COVERING THE
SURFACE COMPLETELY.
,DAY 3 - REMOVE EXCE55 SAND AND PROCEED
WITH THE TILE INSTALLATION
CA6INLT BACKING STUD
REINFORCEMENT NOTES:
AS PER "F. B. C. 2010, BUILDING" Cl IAPTER 23
SECT, 2318.1.1 5 STUDS IN BEARING WALL5. EXTERIOR
WALL5 AND NON BEARING PARTITIONS
SUPPORTING WALL HUNG PLUMBING
FIXTURES AND WALL CABINFT5 5HALL
BE NOT LESS THAN 2x4. WHERE
5PACED NOT MORE THAN I C" O.C,:
OR. NOT LE55 TI1AN 2xG, WHERE
SPACED NOT MORE THAN 24" O.C.
SECT. 23 1 D. 1. 1 5. 1 A MINIMUM 2x4 HORIZONTAL WOOD
MEMBER, 5[-LY FASTENED TO
NOT LE55 THAN (2) SUCH STUDS,
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 STUDS 5PACED AT A
MIN. OF I G" O.C. AND MEETING THE ABOVE
MENTIONED HORIZONTAL FRAMING
REQUIREMENTS. AS PER SECT.25 17.5. 1 . 1
u
G.W. B
WINDOW ANCHORS TO BE SECURELY
FASTENED DIRECTLY TO MASONRY OR
CONCRETE THRU WOOD BUCK AS PER
MFR'S PRODUCT APPROVAL
WINDOW HEAD DETAIL
MTL, STUDS AND MTL. RUNNERS
ATTACHED TO BLOCK OK SLAB
W/ HILTI DN7258 POWER DRIVEN
NAILS @ 12` O.C.
J
METAL ROOF ASPHALT
ROOF, ASPHALT SHINGLE_,
BARREL TII E OR FLAT
CEMENT TILE
ATTIC SPADE
3" GYP, BD.
LIDS rz 24"
?" GYP. BD.
UDS @ 16"
DRYWALL FINISH
STUCCO FINISH +' STUCCO FINISH
`rte TIE BEAM OR LINTEL SEE
STRUCTURAL_ DRAWINGS
P 4 I FOR 517 -E � REIfJF.
CONT. CAULKING 2 X 4 P.T. WOOD BLOCK CONT. CAULKING
W/ HILT[ DS 82 P 10 AT _ -.
BRICK MOULDING 12" O.C.. 6" FROM TOP t BRICK MOULDING
BOTTOM. OR 3" X 1 /4 "[ - -
2 X RABBELFD TAPCONS AT 12" O.C., G" 2 X RABBFTFD
HEADER FROM TOP t BOTTOM JAMB
ATTACH AS PER ATTACH AS PER
PRODUCT APPROVAL_ PRODUCT APPROV
HEADED
DN MTL.
O.C. OR
DN MTL.
O.C.
BY
5/
-
�_ 3l
I/
Jf-
Sl
-If-
SECTION
METAL ROOF ASPHALT
ROOF, ASPHALT SHINGLE_,
BARREL TII E OR FLAT
CEMENT TILE
ATTIC SPADE
3" GYP, BD.
LIDS rz 24"
?" GYP. BD.
UDS @ 16"
DRYWALL FINISH
STUCCO FINISH +' STUCCO FINISH
`rte TIE BEAM OR LINTEL SEE
STRUCTURAL_ DRAWINGS
P 4 I FOR 517 -E � REIfJF.
CONT. CAULKING 2 X 4 P.T. WOOD BLOCK CONT. CAULKING
W/ HILT[ DS 82 P 10 AT _ -.
BRICK MOULDING 12" O.C.. 6" FROM TOP t BRICK MOULDING
BOTTOM. OR 3" X 1 /4 "[ - -
2 X RABBELFD TAPCONS AT 12" O.C., G" 2 X RABBFTFD
HEADER FROM TOP t BOTTOM JAMB
ATTACH AS PER ATTACH AS PER
PRODUCT APPROVAL_ PRODUCT APPROV
HEADED
DN MTL.
O.C. OR
DN MTL.
O.C.
BY
-
.-J L_ l- I I lJ I V
FULL DROP CEILING SOFFIT
NOTE: REFER TO 1/4" FLOOR PLANS FOR CLG, HEIGHT AND SOFFIT DIMENSIONS
DROP CEILING DETAIL (TYP.)
a
90,# FELT HOT - MOPPED
OVER GALV. MTL. FLASHING MTL. STUDS AND MTL, RUNNERS
TYPICAL VALLEY ELA5HING
WOOD TKU55 BEYO
INSULATION ADHERE
TO 112" PLYWD. SHT
I /2" PLYWD. 5HTG
( I ) LAYER OF I /2" Mm. v VV, t-)
ADHERED TO PLYWOOD
SHEATHING (COORDINATE
THICKNESS W/ ADJACENT CEILING)
ATTACHED TO BLOCK OK SLAB
W/ HILTI DI\17258 POWER DRIVEN
IIAILS a 12" O,C. TOP AND
BOTTOM
INTERIOR INT LKIOR
19/32" PLYWOOD SHTG. BASE SELECTED
BY OWNER GYP. BD. ON MTL -. STUDS
@ 24" O.G.
INTERIOR PARTITION DET.
HUTTER NOTES:
.L 5HUTTER5 LOCATED ABOVE THE 15T. STORY TO
' FROM THE
PERMANENTLY INSTALLED $ CLOSABLE
51DE OF THE BUILDING OR UNLF-55 SUCH OPENINGS
;E ACCESSIBLE WITHOUT THE USE OF A LADDER.
:> PEP. FBC 201 0 BUILDING SECT. 24 1 3.G, I AND
3C RESIDENTIAL SECT. R 44 1 0.4.G. I
MOULDING NOTE:
I . ATTACHE ALL MOULDINGS AS PER MANUFACTURES
SPECIFICATIONS.
2. CARRY MOULDING. AND /OR WALL FINISHES ON FRONT
BACKS, UNDERSIDES, AND TOPS OF ALL OPENING5 OR
WALLS WERE APPLICABLE OK AS INDICATED
3. RETURN ALL MOULDINGS, BANDS. AND FINISHES TO
WINDOW AND DOORS
4. RETURN ALL HORIZONTAL MOULDINGS COMI-'LFTELY
AROUND FREE STANDING COLUMNS AND FIN. WALL5.
ETC.
ATTIC ACCE55
f3Y�: t+F. � • • it4 V ti V ui•
•
Y' • • ,1 V • 4
•YG• � � V • • �' Yc. r,tu
Y 4 �
• V 1i
DRYWALL FINISH o •
8" COHCRFTF BLOCK t
FILLED WITH GROUT •
OR TIE COLUMN
c ar
2 X 4 P.T. WOOD BL,3�)r •
W /HIL -TI #DS 82PI0 AT
12" O,C., G" FROM TOP t
BOTTOM. OR 3" X 11411 [1l►
TAPCONS AT 12" O C . G"
• t+
r .
Y Wy
iu�wr
•Y�
• 4�c�iSiONS B
BY
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TYP. EXTERIOR DOOM DETAI L5
HANDRAIL MOULDING
No. 4902 ALUM. BY
JULIUS BLUM OR
APPROV. EQUAL
1 1/2" CHANNEL CAP
1 1/2" W x I" H. CHANNEL
WELDED ALUMINIUM MESH
SAFEGUARD TO MEET F.B.(
2C I O BUILDING I G 18.4.G
EQUALLY SPACED x 1 1/2"
SQUARE POSTS (cl- 4' -0" O.
1 112" W x I" H. BOTTOM
CHANNEL_ W/ BOTTOM CAP
SET POST IN PRE - SLEEVED
OPENING FILL WITH LION
SHRINK GROUT
FLOOR FINISH
SEE FINISH SCHFD
SLOPE
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a (D
BEAM . __ ( U) CO
5/8" MIN. STUCCO FIN. - `f W
CUNT. CASING BEAD n
F- I`
N n H IJJ -
2 `. J
TYP. 1/2" DIA. DRIP r � � O Q -
FORMED INTO CONCRETE ti✓ J 0 _ '
SKIM COAT PLASTER W `2
O LJJ
4, N DRIP CONTROL CONCRETE ~
CL
QD
STUCCO 3 1/2" Q
:r
NOTE: STRUCTURAL DESIGN TO COMPLY WITH 1 608.2 F.B.G, - ----
L .
RAILING P05T SECTION U u
MIN, 5/8" STUCCO FINISH
LINE OF WALL
GALVANIZED METAL FLASHING
PROVIDE HOLD DOWN tOOUNTER FLASHING AS PER
DEVICE WHEN LOCATED MANUFACTUF,-KS SPECIFICATION
WITHIN A/C 5PACE SET IN ROOFING CEMENT
z METAL ROOF, ASPHALT 5HINGLF_S,
WOOD CASING AT SIDE BARREL TILF5 OF FLAT CEMENT TILE=S
v
_
1-90# MIN. SURFACE HOT MOPPED TO
1-30* FELT TINTAGGED TO 1913 2" CDX
PLYWOOD 5HATHING
T z
z N
2" X 2" X 112" CLIP ANGLE 4 _ S n rn
b" MIN.
LINE OF WOOD FRAMING
TYPICAL WALL FLASHING
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE -
CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TERMITES AS PER
F.B.C. 2007 ED, 5ECTION 84409. 13.5
0.0I 8 (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 13- I . 1
5OU1ID INSULATION TO ACHIEVE AN
STC RATING OF 50 (45 IF FIELD
TESTED) AS PFR F, B.C. SECTION 1207
BASE
HR FIRE RATED INTERIOR
PARTITION DET.
LINE OF WALL o -0
MIN. 5/8" o o o) o STUCCO FINISH _
GALVANIZED METAL_ FLASHING t �
COUNTER FLASHIHG AS PER
MANUFACTURER SPECIFICATIONS -
cv SET IN ROOFING CEMENT.
zx LLJ -
)S METAL. ROOF, ASPHALT SHINGLE,
BARREL TILE OR FLAT CFMF_L,IT TILT Ll! (s) O
LINE Of WOOD ?Z�r� Z '
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TYPICAL WALL FLA5r11NG SffCTION `
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TYP. EXTERIOR DOOM DETAI L5
HANDRAIL MOULDING
No. 4902 ALUM. BY
JULIUS BLUM OR
APPROV. EQUAL
1 1/2" CHANNEL CAP
1 1/2" W x I" H. CHANNEL
WELDED ALUMINIUM MESH
SAFEGUARD TO MEET F.B.(
2C I O BUILDING I G 18.4.G
EQUALLY SPACED x 1 1/2"
SQUARE POSTS (cl- 4' -0" O.
1 112" W x I" H. BOTTOM
CHANNEL_ W/ BOTTOM CAP
SET POST IN PRE - SLEEVED
OPENING FILL WITH LION
SHRINK GROUT
FLOOR FINISH
SEE FINISH SCHFD
SLOPE
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z J w I
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W o0
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Z I,- `o
EDGE OF SLAB OR N
a (D
BEAM . __ ( U) CO
5/8" MIN. STUCCO FIN. - `f W
CUNT. CASING BEAD n
F- I`
N n H IJJ -
2 `. J
TYP. 1/2" DIA. DRIP r � � O Q -
FORMED INTO CONCRETE ti✓ J 0 _ '
SKIM COAT PLASTER W `2
O LJJ
4, N DRIP CONTROL CONCRETE ~
CL
QD
STUCCO 3 1/2" Q
:r
NOTE: STRUCTURAL DESIGN TO COMPLY WITH 1 608.2 F.B.G, - ----
L .
RAILING P05T SECTION U u
MIN, 5/8" STUCCO FINISH
LINE OF WALL
GALVANIZED METAL FLASHING
PROVIDE HOLD DOWN tOOUNTER FLASHING AS PER
DEVICE WHEN LOCATED MANUFACTUF,-KS SPECIFICATION
WITHIN A/C 5PACE SET IN ROOFING CEMENT
z METAL ROOF, ASPHALT 5HINGLF_S,
WOOD CASING AT SIDE BARREL TILF5 OF FLAT CEMENT TILE=S
v
_
1-90# MIN. SURFACE HOT MOPPED TO
1-30* FELT TINTAGGED TO 1913 2" CDX
PLYWOOD 5HATHING
T z
z N
2" X 2" X 112" CLIP ANGLE 4 _ S n rn
b" MIN.
LINE OF WOOD FRAMING
TYPICAL WALL FLASHING
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE -
CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TERMITES AS PER
F.B.C. 2007 ED, 5ECTION 84409. 13.5
0.0I 8 (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 13- I . 1
5OU1ID INSULATION TO ACHIEVE AN
STC RATING OF 50 (45 IF FIELD
TESTED) AS PFR F, B.C. SECTION 1207
BASE
HR FIRE RATED INTERIOR
PARTITION DET.
LINE OF WALL o -0
MIN. 5/8" o o o) o STUCCO FINISH _
GALVANIZED METAL_ FLASHING t �
COUNTER FLASHIHG AS PER
MANUFACTURER SPECIFICATIONS -
cv SET IN ROOFING CEMENT.
zx LLJ -
)S METAL. ROOF, ASPHALT SHINGLE,
BARREL TILE OR FLAT CFMF_L,IT TILT Ll! (s) O
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JENNIFER MALLON SALMAN • AR-17'i 81
TERMITE PROTECTION
ALL BUILDINGS SHALL HAVE A PRE -
CONSTRUCTION TREATMENT PROTECTION
AGAINST SUBTERRANEAN TERMITES AS PER
F.B.C. 2007 ED, 5ECTION 84409. 13.5
0.0I 8 (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 13- I . 1
5OU1ID INSULATION TO ACHIEVE AN
STC RATING OF 50 (45 IF FIELD
TESTED) AS PFR F, B.C. SECTION 1207
BASE
HR FIRE RATED INTERIOR
PARTITION DET.
LINE OF WALL o -0
MIN. 5/8" o o o) o STUCCO FINISH _
GALVANIZED METAL_ FLASHING t �
COUNTER FLASHIHG AS PER
MANUFACTURER SPECIFICATIONS -
cv SET IN ROOFING CEMENT.
zx LLJ -
)S METAL. ROOF, ASPHALT SHINGLE,
BARREL TILE OR FLAT CFMF_L,IT TILT Ll! (s) O
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TYP. DET.
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DATE OG /06/ 13
JOB
1311
SHEET w
A-12
OF SHEETS
i
OF FLO
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/1 77'2013
D....PRO�
RAUL R. SO O • AR -7712 "
JENNIFER MALLON SALMAN • AR-17'i 81