HomeMy WebLinkAboutRevision Building PlanROOF PLAN
ELEVATION 79D"
SCALE: 1/8"=l'-O"
FAIL
CHI
+I' F
STU
BA1
®COURT
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E TIO
"D"
SCALE: 1/4" = 1'-0"
(RIGkT SIDE
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CRICKET
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CHIMNEY
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HORIZONTAL
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OF TRUSS
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-
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F R■ ELEVATION
SCALE://
BOND BEAM
I
45D\
— — 1 EL.B'-0"
WINDOW HGT.
+I" RAISED STUCCO
BAND INCx
EL. 0'-0" FIN.
FLOOR SLAB
EL. -0xRA'-8D"
FIN. CE
A R C N IT EC'TS
OF GrDusgn
Groupinc.
1 N. RONALD REAGAN BI
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
954 708-2468 FAX
elk
SUBDIV. 8c LOT:
]KIVEI�EEf D
LOT #14
170 MPH EXPOSURE "C"
PROJECT#
03303.014
MODEL:
WENTWORTH
0312
ELEV. D
GARAGE SWING:
PfGh 1
PAGE;:
ELEV. 71 T) J
FRONT &
REAR
OiIIP
ARCHITECT:
STATE OF FLORIDAI
DAIE:
PA,tE. 08/15/15
1 S&ALE: AS NOTED 1
HEETT NO:
L 3 D
A R C N I T E C T S
Y" DRYWALL NOTE: STRUCTURAL 2X MU5T BE ON OUTSIDE 4
CMU Y' M11N. y4'E MISEDMIENT INTO BLOCK AL 3/6" TAPGON 3) _STUDS LIST PRESSURE TREATED)
8" i
DRYWALL ELASTOMERIG CAULKING
X4" OR'X2' P.T. NAILER
X4" OR 1"'X2' P.T. NAILER POOR CASING
3/4" SUB FLOOR � LONGTAPCON ANCHORS W/ 11/12"
x OR 2x F.T. WD. BUCK / allCIMU 2X4 NAILER EMBEDMENT - SEE STRUCTURAL PLANS
FOR II
SEE STRUCTURAL DOOR JAMB OR WINDOW ❑ y" DRYWALL DRAFT STOP SEALANT SEPARATION AT SHEATHING ���� CCNC, 5LOCX
DWGS ATTACH TO 2X PER PRE-ENC�. FLR. TRUSS AND CONCRETE JUNCTURE U /
MANUFACTURER'5 DETAILS, X4" OR"X2" P.T. NAILER CAULKING BEAD
DOOR CASING DOOR CASING — —
x OR 2x P.T. — PLYWOOD SHEATHING
DOOR JAMB OR WINDOW WD. BUCK x OR 2x P.T. DOOR JAMB OR WINDOW
ATTACH TO 2X PER SEE STRUCTURAL WD. BUCK ATTACH TO 2X PER FIRE DRAFT STOP METAL LATH
SEE STRUCTURAL MANUFACTURER'S DETAILS_
MANUFACTURER'S DETAILS_ DWGS DWGS TYPICAL -STUCCO WOOD NOTE: 3
COAT STUCCO OVER PAPER BAA CK
NOTES: NOTES: NOTES: GALv. MTL. LATH OVER TYVEK
• SHIM AS NEEDED TO PLUMB JAMB (DO a SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO ELEVATION � TYVEK (STUCCO WRAP) ALL PERIMETER
ALL WOOD NDE/EDS TO BE P.T. WHEN IN ALL WOOD ) NOT EXCEED Y4")----------------------_�_ ---
NOT EXCEED Y4 AND OVERLAPS MUST B€ ?APED) i
NEEDS• TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN PRE-ENG FLR
CONTACT WITH CMU WALL OR GONG, SLAB CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WITH CMU WALL OR GONG. SLAB TRUSS PRE-ENG. FLR. ' RAIN BUSTER 440 SELF -ADHERED
DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1�2" DOOR JAMB TO BLOCK +1115�1,6" TRUSS TAPE OVER ELASTOMERIG CAULKING
TO WINDOW LOCK +1—IY2 WTNDOW TO BLOCK +1-15Y16
�SCALEw3 8"_BLS K +3�4 OR +5Y4 B SCALE 3/8" ��0" USGALE: 3/8"=1'-0 ZL 2x4 DRAFTAST ILER FOR DRYWALLE ��X� �� OVER ADJ-BLOCK MIN 8
MEMBRANE FLASHING TO LAP /
DRAFT STOP METAL LATH TO LAP OVER
ADJ. BLOCK MIN le,"
1/2" PLYWOOD
—TRUSS
(3) 12D NAILS a EA. END v 5/8" TYPE
1
DRYWALL
DRAFT STOP �L,4N V I E�
2X2X-4 BRACE AIR SEAL GASKET 22" x 30"
J BOX BETWEEN WOOD CASING & FLASHING 1
GYP. BOARD, TYP. �_— DRAFT STOP DETAILBLOCK WALL INTER u"IT10N
��FOR (1) LAYER OF GYP. BOARD ADH€RED WOOD CASING AT SIDE
�TO PLYWD. SHT. (GOORDINATE NTS (WHERE APPLICABLE) NT5
u ��1`�T D L111)ILJR D) TAIL THICKNESS WITH ADJACENT CEILINGS) ATTIC ACCEsiS DETAIL
NT& 1
(TO BE USED ONLY WHERE APPLICABLE PER FBC 2014)
BASE LAYER BRCz. HGT
ATTACHED W/ 1 1/4" SEE ELEVATIONS
T7"PE W ORS BASE LAYER 5/8"
DRYWALL SCREWS a BASE LAT-ER 5/a" FACE L,4rEfR 5/a" GOLD BOND TYPE "X" GOLD BOND TYPE X" ' GOLD BOND TYPE "X"
24" OC EXTERIOR SOFFIT
EXTERIOR SOFFIT EXTERIOR SOFFIT BOARD "OR EQUAL" — _ --
�� FIRE RATED
EQUAL" BOARD OR EQUAL
�� BOARD '" OUTRIGGERS TO
FIRE RATED 2x8 PRE -PRIMED BE TWICE THE
CAULKING 42" HIGH GUARDRAIL
CAULKING SPRUCE FASCIA (SEE DISTANCE OF
STRUCT. FOR SIZE, OVERHANG (SEE
FACE LA` -ER 5/8" MATERIAL AND
YGOLD BOND TYPE "X" ATTACHMENT) STRUCT. DWGS.
FACE LAYER EXTERIOR SOFFIT / FOR SIZE 4
ATTACHED W/ I 7/8 BOARD "OR EQUAL FIRE RATED ATTACHMENT)
��
CAULKING
TYPE W OR S
LLV.
DRYWALL SCREWS � BASE LAYER �
12" O.C. ATTACHED W/ 1 1/4" EL. 12'-5 I/2"
TYPE W OR S BRGH . GT `=1NISH SECOND FLOOR
STUCCO GOLD BOND NOT LESS DRYWALL SCREWS SEE ELEVATIONS
THAN 1/2" TOTAL THICKNESS 24' O.C.
OVER FELT MTL. LATH. LAPPED FACE LAYER FIRE RATED EL. W-1"
NOT LESS THAN 1" 4 FAST W/ 3/3" ATTACHED W/ I T/8" CAULKING STAIR LANDING
HEAD GALV. NAILS (2 PER TYPE W OR S
TRUSS MIN.) (SEE ROOF PLAN DRYWALL SCREWS e
FOR VENTILATION REQ. 4 12" O.G.
CALCSJ STUCCO GOLD BOND NOT LESS 3G." HIGH CONTINUOUS
ACGUARDRAIL 34" H. MINIMUM, 38" H_ 1011 RATED SOFFIT DETAIL OVER FELT MTL LATHLAPPED MAXIMUM" CONTINUOUS HANDRAIL Y1P
J
SCALE: 3/�"=1'-0" NOT LE55 THAN 1" 4 FAST W/ 3/8" THEAD GALV. NAILS (2 PER L
4�FLIE5 TO 5OTC� SNL &TO�� TRUSS MIN.) (SEE ROOF PLAN
LOCATION F OJFCTION WITHIN 5' 5ETE3ACK FOR VENTILATION REQ. 4,PER FBCR 2014 WHERE APPLICABLE CALCS.)
GOLD BOND SHEATHING IS CLASSIFIED A5 TYPE X IN ACCORDANCE W/ASTM CIITT_ PER TABLE 722.&2(I) OF CHAPTER _L
T, 2014 FBC N) LAYER OF %` TYPE X GYPSUM WALLBOARD HAS AN ASSIGNED BURN TIME OF 40 MINUTES,
THE (2) LAYERS OF 5/a" DENSGLASS SPECIFIED IN THIS DETAIL EXCEEDS THE 1-HOUR FIRE RATING REQUIREMENT_ _ J
NOTE: u
STAIRS RISERS TO CONFORM TO FBC 2014 3/10" MAX. VARIATION IN RISERS/TII L
ADJACENT TO EACH OTHER 3/8" MAX. v,4RIATION IN ANY RISER/TREAD HANDRAIL
CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4" OR PROVIDE EQUIVALENT
RAIL (SEE STAIR MANUF. GR,45 ABILITY WINDERS- MIN. 6" WIDE a NARROW END MIN. 11" WIDTH a 12" FROM —J
FOR TYPE AND SIZE) NARROW END 34"H. MIN. TO 38"H, MAX_ HANDRAIL HGT.
2x4 STUDS OGREUJS D SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT
a Igo" Oa DETAILING
i% _ --WALL SPACER
LL �OIL • THIS RAILING SYSTEM IS DESIGN TO RESIST A LOAD OF 50 PLF FORA
y 2x4 STUDS e CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF
16" O.G.
—2x8 BLKG. SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION
2 BY BUILDER 12d BULB EA3END PRODUCE5 THE MAXIMUM STRESSES, FT-BC 5TED. (2014) 1607_8_I 4 10GT.8.I_I- EL. 0'-0"
DRYWALL • FIRESTOP= NG SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR FINISH FIRST FLOOR
STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM
AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE
RUN PER FBC 2014. 5ECT:ON R302-11.3. MATERIAL FOR FIRE BLOCKING SHALL
CONFORM TO FBC 2014 SECTION R302-11
WALLMOUNT RAIL BLOCKING DETAIL 2 1/2' X 13/8° BALUSTER
ATTACHED USING (3) 010
PRODUCTION RAILING SYSTEM X 3 I/2" SCREWS
RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE 42" HIGH
RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 RAIL 1 3/8" x 5 1/4" RAIL
BALUSTERS SPACED TO OA
MAX RADIUS AT—� REJECT A 4" SPHEPCKET RE STAIR S" 11LJ C JIL 11L O�T
l �
NOSING 9/16" m SCALE: 1/2"=1'-O"
FASCIA 6612 FILE
< X 1 1/4' X 1 1/4" BALUSTER ATTACHED TRIM
3/4"-1 I/4" TO FASCIA AND RAILING USING A zz
-A _ _ — TITEBOND WOOD GLUE OR EQUIV.
OL �: AND NAILED W/(2) - 2" leS NAILS TREAD
T o / TOP AND BOTTOM uq
4 S XFASCIA ATTACHED STAIR
USING S
z _
"IO X 1 3/4" 5CREW5 STRINGER
SI
DETAIL, B-1 � . -� �� � Jl �1L�1� ��LJ J1 1��IL�IL S DRYWALL
TREAD NOSING 5 B-1) (�
SCALE: 1/2 I'-O"
GGr
oup Design
roup Iinr,
1 N. R'ONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAQ;: 407-774-4078
www.abdesigngroup.com
DRAFTING BY:
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL:33442
(954)482-0957 OFFICE
954)708-2468 J(
U
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SUBDIV. & LOT:
RIVERBEND
LOT #1
170 MPH EXPOSURE "C"
PROJECT#
03303.014
MODEL:
WENS[ WO RTH
6B12
ELE V ° D
GARAGE SWING:
EIGHT
PAGE:
DOOR &
WINDOW
ATTACHMENTS
DETAILS
ARCHITECT
STATE OF FLORIDA
�CANTWELL
NO 12073
PEZ lv'r 08/15/15
D rE:
SCALE: AS NOTED
SHEET NO:
D l
ROOF SHEATHING C SEE NON-STRUCTURAL METAL ROOFING NON-STRUCTURAL METAL ROOFING
STRUGT. DWGS. FOR PLYWOOD OVER #30 FELT TO CONFORM UJ/ OVER #30 FELT TO CONFORM W/ ASTM
ASTM D 226 TYPE #2A� -ROOF SHEATHING (SEE
SHEATHING, NAIL SPACING AND �- ROOF SHEATHING ( SEE R-20 SPRAY FOAM INSULATION R-VALUE STRUGT. DWGS, FOR PLYWOOD
TYPE). 2-20 SPRAY FOAM INSULATION STRUGT. pLGS. FOR PLYWOOD TO MEET MIN. CODE REQUIREMENT AS SHEATHING, NAILING SPACING
EMBED. STRAP (SEE STRUGT � R-VALUE TO MEET MIN. CODE / SHEATHING, NAIL SPASET FORTH IN FBC 2014. SPACING AND AND TYPE).
FOR TYPE, SIZE, * OF NAILS 4 !REQUIREMENT AS SET FORT / ROOF SNEA?RING (SEE STRUGT. TYPE), TRI ERS SEE RU �\
DETAILS). FBC 2014 DWGS. FOR PLYWOOD SHEATHING,
/ X2 T. FIRE -STOP NAILING SPACING AND TYPE), x2 F.T. DLGS. FOR SIZE 4 ATTACHMENT)
- Ix2 P.T.
REMOVE EXISTING
/ BLOWN -IN R-30 2x8 PRE -PRIMED SPRUCE -2x8 PRE PRIMED SPRUCE
INSULATION- FASCIA CSEE STRUGT. FOR SEE SEE FASCIA (SEE STRUGT. FOR
PRE-ENG Wp. TRUSS 24" O.C. MAX. I ATTACHMENT) ELEv. PRE-ENG WD. TRUSS 24" O.C. ELEv. ATTACHMENT)
—1/2" HIGH STRENGTH EMBED. STRAP (SEE STRUGT FOR MAX.
METAL BIRDSTOP TO - RIGID DRYWALL TYPE, SIZE, # OF NAILS 4 DETAILS). STUCCO SOFFIT NOT LESS THAN IST. FLR. BRG. HGT -STUCCO SOFFIT NOT LESS THAN
THAN 4 FAST PPED g
COMPLETELY /2" TOTAL THICKNESS OVER FELT T 1/2' TOTAL THICKNESS OVER FELT
SEAL EAVE CAT BARREL IST. FLR. BRG. HGT PRE-ENG Lp. TRUSS 24" O.G. MAX. MTL. LATH. LAPPED NOT LESS ��F�lEy��l-�
TILE ONLY) SEE ELEVATION& THAN 1" 4 FAST L/ 3/0" HEAD " HEAD S
REMOVE EXISTING
GALV. METAL DRIP EDGE BOND BEAM 'SEE STRUGT. GALV. NAILS C2 PER TRUSS MIN.) BLOLN-IN R 30 — --
L INSULATION. GALV. NAILS C2 PER TRUSS MIND
NSU A 10 .
CONT. 3" LI
L
i PROVIDE DE
1x2 P.T. :�L:GS FOR SIZE AND METAL BIRDSTOP TO COMPLETELY SCREENED VENTS W/ WIRE MESH PROVIDE CONT,3" WIDE
l SEAL EAVE CAT BARREL TILE ONLY) CORROSION RESISTANT 1/8" MAX 8'-0" UJD� SCREENED VENTS W/ WIRE MESH
2x8 PRE -PRIMED &PRUC� SEE g'- CORROSION RESISTANT I/8" MAX
RE NF.)
ATTACHMENT) �R=CAST U DW HD. HGT. SEE ELEv. OPNG. THROUGHOUT ALL FALSE BOTTOM TRUSS WHERE OPNG. THROUGHOUT ALL
0
FASCIA (SEE STRUGT. FOR ELEv. -- .; GALV. METAL DRIP EDGE ELEVATIONS. AS PER FBC ROOD- /
LINTEL (SEE STRUCL CSEE ROOF PLAN FOR APPIGABLE ELEVATIONS. LA PER FBC R80O.
x2 P.T. (SEE ROOF PLAN FOR
DJGS. FOR SIZE AND REINFJ /2" HIGH STRENGTH RIGID DRYWALL VENTILATION REQ. 4 GALCSJ
STUCCO SOFFIT � UNDERSIDE OF I I VENTILATION REQ. 4 GALCS.) '
TRUSS TAILS (ELEVATIONS A, C 4 DJ FALSE BO-TOM TRUSS WHERE 2x& PRE -PRIMED SPRUCE BOND BEAM (SEE STRUGT. 1X2 P.T. FIRE -STOP AT
NOT LESS THAN I/2" TOTAL APPIGABLE / -2x4 P.T. NAILER
THICKNESS OVER FELT MTL. LATH. FASCIA (SEE STRUGT. FOR CLG. 4 AT 8'-0" AFF
IX2 P.T. FIRE STOP AT� DUJGS FOR SIZE AND REINFJ I
LAPPED NOT LESS THAN I" 4 FAST W/ ATTACHMENT)
AT 8'-0" AFF 2x4 P.T. NAILER I R-4.1 FOIL INSULATION i
3/8" HEAD GALV. NAILS C2 PER —R-4.1 FOIL NSULATION STUCCO SOFFIT ON LEVEL TRUSS WINDOW ATTACHMENT AS PER
TRUSS MIN.) PROVIDE CONT. 3" WIDE _` PRECAST LINTEL (SEE STRUGT. 2 GOATS, z" ?HICK STUCCO FINISH
SCREENED. VENTS L/ WIRE MESH WINDOW ATTACHMENT AS RETURN (ELEVATION B) NOT LESS THAN MANUFACTURER'S SPECIFICATIONS 1
PER MANUFACTURER'S 1/2" TOTAL THICKNESS OVER FELT MTL. DLGS. FOR SIZE AND REINF.) APPLIED DIRECTLY
CORROSION RESISTANT 1/8" MAX FORMED AND POURED CONCRETE
SPECIFICATIONS LATH. LAPPED NOT LESS THAN 1" 4 SILL (SEE STRUGT. DWGS. FOR REINFJ TO MASONRY OR STONE VENEER
OPNG. THROUGHOUT ALL 8" GMU (SEE STRUGT DWGS. FAST W/ 3/8" HEAD GALV. NAILS (2 PER 2 COATS, 2" THICK STUCCO - aQ ATTACHED PER MIANUF. RECOMMEND.
ELEVATIONS. AS PER FBG R80G. �— OR VERT. AND HORIZ. REINFJ TRUSS MIN.) PROVIDE GONT. 3" WIDE FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS 24" O.C.
(SEE ROOF PLAN FOR VENTILATION SCREENED VENTS W/ WIRE MESH TO MASONRY OR STONE VENEER - 8" GMU (SEE STRUGT pWGS.
REQ. 4 GALCSJ Ix2 P.T. FURRINGR CORROSION RESISTANT /8" MAX OPNG. ATTACHED PER MANUR RECOMMEND. 1/2" GYP WL BD FOR VERT. AND HORIZ. REINFJ
STRIPS a) 24" O.G. THROUGHOUT ALL ELEVATIONS. AS PER w
FORMED AND POURED N
CONCRETE SILL CSEE STRUCT. 1/2" GYP. WL. BD. N w FBC R80G . (SEE ROOF PLAN FOR 8" GMU (SEE STRUGT DWGS. u WOOD BASE z q
pWGS. FOR REINFJ N w WOOD BASE N z VENTILATION REQ. 4 GALCSJ FOR VERT. AND HORIZ. REINFJ L �� Ix2 P.?. FURRING STRIPS —
2 GOATS, z" ?HICK STUCCO z d w lx2 P.T. FURRING STRIPS w 0 2 COATS, z" THICK STUCCO FINISH - 0 0'-0" FIN. FLR.
r w of (V 9 0 APPLIED DIRECTLY~
FINISH APPLIED DIRECTLY - 0'-0" FIN. FLR. I
a
TO MASONRY OR STONE VENEER _ TO MASONRY OR STONE VENEER FINISH GRADE a FINISH GRADE
ATTACHED PER MANUF. RECONNEND.ATTACHED PER MANUF. RECOMMEND.
FINISH GRADE a 1-IONOLITHIC GONG. FOOTING o FINISH GRADE d
(SEE STRUCT. PLANS FOR a
° NOTE: PROVIDE TERMITE
SIZE AND REINFJ NOTE: PROVIDE TERMITE o TREATMENT BELOL SLAB
a o
TREATMENT BELOW SLAB
/ I— S ALJL SECTION IS
�CA�.E: 5i4°=1'-0" � T'�A� �A�cLL� �/AAAL� �]�c'7���]AT
_ E RATED) (2�/ SCALE: 3/4"-i'-01' (NON —FIRE RATED)
NON-STRUCTURAL METAL ROOFING R-20 SPRAY FOAM ROOF SHEATHING (SEE STRUGT.
OVER #30 FELT TO CONFORM W/ INSULATION R-VALUE TO pWGS. FOR PLYWOOD SHEATHING,
ASTM D 22e?, TYPE *12 MEET MIN. CODE NAILING SPACING AND TYPE).
REQUIREMENT AS SET
FORTH IN FBC 2014 /% 2x4 INSULATION STOP BETWEEN
Ix2 P.T. FIRE -STOP / EACH TRUSS WITH I" MIN SPADE
BETWEEN INSULATION AND ROOF
SHEATHING
REMOVE EXISTING
INL TIO R-3ID� EMBED. STRAP (BEE STRUCT FOR
INSUSU LATION. TYPE, SIZE, # OF NAILS 4 DETAILS).
1/2" HIGH STRENGTH PRE-ENG LE). TRUSS 24" O.G. MAX.
RIGID DRYWALL
FLR. BRG- HGT CONT. METAL TRACKS,
SEE ELEVATIONS �., METAL BIRDSTOP TO COMPLETELY TOP 4 BOTTOM
PRE-FAB TRUSS
BOND BEAM (SEE STRUGT. �� SEAL EAVE AT BARREL TILE ONLY"
DWGS FOR SIZE AND REINF.) SEE ELEv.
STUCCO SOFFIT ON LEVEL TRUSS GALV. METAL DRIP EDGE METAL STUDS BRG. HGT.
RETURN. NOT LESS THAN I/2" TOTAL jI Ix2 P.T. SEE FLOOR
THICKNESS OVER FELT MTL. LATH.
LAPPED NOT LESS THAN 1" 4 FAST W/ PLAN
3/0" HEAD GALV. NAILS (2 PER TRUSS 2x8 PRE -PRIMED SPRUCE
MIN.) PROVIDE CONT. 3" WIDE FASCIA (SEE STRUGT. FOR SIZE, 1/2" DRYWALL
&GREENED VENTS W/ LIRE MESH - MATERIAL AND ATTACHMENT)
STANT I/8" MAX 0 NG. 1/2" HIGH STRENGTH RIGID
CORROSION REST P
THROUGHOUT ALL ELEVATIONS. A& PER — DRYWALL
VEN? PIPE
FBC RBOxO. (SEE ROOF PLAN FOR �-
VENTILATION REQ. 4 GALCSJ i
CANTILEVECTIO N BASE BOARD
(NON —FIRE RATED)
X DRYER VENT
ALUMINUM FRAME BOX
SEE WINDOW SECURE FRAME TO
METAL STUDS 24" O.G. L/ FULL
SCHEDULE FOR ���� SILL WITH SILICONE > FINISH FLOOR LENGTH LAYER OF I/2"
WINDOW TYPE GYPSUM WALLBOARD
_T. WOOD BUCK. SEE w
STRUCTURAL PLANS 2TOC.HED TO EACH SIDE
SOLID SURFACINGG =ORMED AND POURED Q CONC. &LAB
FCONCRETE S LL (SEE
MATERIAL SET IN FULL
BED OF CONSTRUCTION STRUCT. DWGS. FOR
ADHESNE REINFJ NOTE:
1/2" MILDEW RESISTANT DRYWALL
a
S A ANT
O NSHI O QUA R DE ELp R EQUAL
E L � AT ALL TUBS AND SHOWERS
PERIMETER (TYP.)
a
Q Q SLAB
a Q CONC._ a Q
Fll_ 1: Cop
I/2 IN. GYPSUM --�
WALLBOARD 0'-0"
FURFIN. FLR. a
SECTION ELEVATION
lx2 P.T. RING
STRIPS 1e?" O.C. TYR INN. WALL METAL STU
S, H. WINDOW SILL DWGSLFOR FE RUGT
� Ec ���� pox `I'�'�'ICAL I�]E'�AIL ��
AT EXTERIOR WALL - SAL_ 1 I1
2
-1SCALE: 3/411=11-011
SCAI-E- 3"=1'-0"
Or Design
Gi poup Inc.
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32'750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngrour).com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482.0957 OFFICE
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SUBDIV. 8c LOT:
LOOT #14-
170 MPH EXPOSURE "C"
PROJECT#
,3303.G14
MODEL:
WENTWORTH
6B12
ELE V, c
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
WALL
SECTIONS
& mis c
DETAILS
ARCHITECT
STATE OF FLORIDA
08/15/15
SCALE: AS NOTED
SHEET NO:
D
A R C Ill T E C T S
NON-STRUCTURAL METAL ROOFING
OVER "3O FELT TO CONFORM W/ ASTM
D 22G, TYPE *2
R2X4 P.T. NAILER
�- ROOF SHEATHING CSEE
STRUGT. DUJr35, FOR PLYUUOOD �20 SPRAY FOAM INSULATION R-VALUE ROOF SHEATHING (SEE
NON-STRUCTURAL METAL ROOFING SHEATHING, NAIL SPACING NON-STRUCTURAL METAL ROOFING TO MEET MIN. CODE REQUIREMENT AS STRUCT. DUJG5- FOR
OVER *130 FELT TO CONFORM W/ ASTM AND TYPE). OVER 030 FELT TO CONFORM W/ ASTM D SET FORTH IN FBC 2014, PLYWOCD SHEATHING,
///���AIL SPACING AND
D 220, TYPE �2 22G, TYPE �2 2X F.T.P. R /�V��`�\_�_/�_�
OUTRIGGERS (SEE TYPE).
�\ ROOF SHEATHING (SEE
ZLR-2O SPRAY FOAM INSULATION STRUGT. DUGS. FOR PLYWOOD �ATTTACHMENTS. FOR
R-VALUE TO MEET MIN. CODE SHEATHING, NAIL SPACING AND FER ELEVI5EE ELEV.
REQUIREMENT AS SET FORTH TYpE).
ELEV. VARIES SHEETS FOR GABLE
N FBC 2014. PER ELEV. SEE ELEV. HEIGHT
SHEETS FOR GABLE
HEIGHT lx2 P.T.
EMBED. STRAP (SEE /
STRUGT FOR TYPE, SIZE, x2 P.T. 2x8 PFE FASCIA
D
# OF NAILS $ DETAILS). PRE ENG Up. TRUSS 24" O.C. 2xa PRE -PRIMED SPRUCE SPRUCE FASCIA )SEE
MAX. ATTTACHMENRT)
PRE-ENG WOOD FASCIA (SEE STRUCT. FOR S E ELEv. • `'SEE ELEv.
METAL BIRDSTOP TO TRUSS 24" O.C. MAX. METAL BIRDSTOP TO COMPLETELI' ATTACHMENT)
COMPLETELY 2ND FL R. BRG. HGT SEAL EAvE "AT BARREL TILE _ 2ND FLR. BRG. HGT
SEAL EAVE CAT BARREL E L VA ONS ONLY" STUCCO SOFFIT NOT LESS SEE ELEVATIONS
TILE ONLY) '�y�
R€MOVE EXISTING THAN I/2" TOTAL THICKNESS —
BLOWN -IN R 30 —I OVER FELT MTL. LATH. —I STUCCO SOFFIT NOT LESS
GALV. METAL LAPPED NOT LESS THAN 1" 8 PRE-ENG UJOOD
INSULATION GALV. METAL DRIP EDGE THAN 1/2" TOTAL THICKNESS
DRIP EDGE z L FAST W/ 3/0" HEAP GALA. T US 24" OEM = - _ _ = OVER FELT MTL. LATH.
x2 P.T. SEE x2 P.T. NAILS (2 PER SF MIN.) LAPPED NOT LESS THAN 1" 4
SEE FALSE BOTTOM TRUSS WHERE REMOVE EXISTING
/ ELEV. APPIGABLE ELEv. 2x8 PRE PRIMED SPRUCE PROVIDE CONT. 3 WIDE BLOWN -IN R-30
2x8 PRE -PRIMED SPRUCE) SCREENED VENTS W/ WIRE FAST W/ 3 E HEAD GALV.)
FASCIA IQa FASCIA (SEE STRUCT- FOR MESH CORROSION RESISTANT INSULATION.
/ NAILS (2 P€R SF MIND
(SEE STRUCT. 1/2" HIGH STRENGTH p ATTACHMENT) 1/0" MAX OPNG. THROUGHOUT \ FALSE BOTTOM TRUSS WHERE) / \, PROVIDE CONT_ 3" WIDE
APPIGABLE SCREENED VENTS W/ WIRE
FOR ATTACHMENT) RIGID DRYWALL STUCCO SOFFIT ON LEVEL ALL ELEVATIONS. AS PER � MESH CORROSION
STUCCO SOFFIT a - FBC Rao&. (SEE ROOF PLAN
RESISTANT I/8" MAX OPNG.
_IX2 P.T. FIRE -STOP TRUSS RETURN (ELEVATION FOR VENTILATION REQ. 8
UNDERSIDE OF TRUSS TAILS @CLG 4 aa'-O" AFF S) NOT LESS THAN 1/2" TOTAL THROUGHOUT ALL
THICKNESS OVER FELT MTL. CALCS.) /2" HIGH STRENGTH ELEVATIONS. AS PER FBG
(ELEVATIONS A, C 4 D) NOT `BOND BEAM (SEE STRUCT. RIGID DRYWALL
LESS THAN 1/2" TOTAL IDWGS FOR SIZE AND REINF.) - LATH. LAPPED NOT LESS BOND BEAM (SEE STRUCT_ F (SEE ROOF PLAN
THICKNESS OVER FELT MTL. THAN I" $ FAST W/ 3/a" HEAD DWGS FOR SIZE AND REINFJ IX2 P.T. FIRE -STOP FOR VENTILATION REQ.
LATH. LAPPED NOT LESS _R-4.1 FCIL INSULATION GALV. NAILS (2 PER TRUSS aCLG. & ea'-O" A.F.F. CALCS.)
THAN I" FAST W/ 3/8" HEAD PRECAST LINTEL (SEE STRUCT. MIN.) PROVIDE CONT, 3" WIDE R-4.1 FOIL INSULATION
GALV. NAILS (2 PER TRUSS DWGS. FOR SIZE AND REINFJ SCREENED VENTS W/ WIRE PRECAST LINTEL (SEE STRUCT. BOND BEAM IEEE STRUCT.
MIN.) PROVIDE CONT. 3" �— WINDOW ATTACHMENT AS MESH CORROSION RESISTANT DWGS. FOR SIZE AND REINFJ DWGS FOR SIZE AND REINF-)
WIDE SCREENED VENTS W/ PER MANUFACTURER'S 1/0" MAX CPNG. THROUGHOUT WINDOW ATTACHMENT AS PER
WIRE MESH CORROSION SPECIFICATIONS ALL ELEVATIONS. AS PER
RESISTANT/a" MAX OPNG. FBC R80G . (SEE RCCF PLAN MANUFACTURER'S
THROUGHOUT ALL —D FORMEAND POURED FOR VENTILATION REQ. 4 SPECIFICATIONS z
ELEVATIONS. AS PER CALCSJ
R FBC CONCRETE SILL (SEE STRUCT. FORMED AND POURED 2 GOATS, (" THICK STUCCO
AFF)LIEED
rIRECTLT TO
ROO6. (SEE ROOF PLAN / DWGS. FOR REINF.) 2 COATS, 2" THICK STUCCO CONCRETE SILL CSEE STRUCT. MASONRYOR STONE VENEER
FOR VENTILATION REQ. 8 IX2 P.T. FURRING FINISH APPLIED DIRECTLY DWGS. FOR REINFJ ATTACHED
CALCS.) 2X4 P.T. BLKG �\ TO MASONRY OR STONE X2 P.T. FURRING PER MANUF. RECOMMEND.
SEE STRUCTURAL PLANS VENEER 2X4 P.T. BLKG
ATTACHED PER MANUF. SEE STRUCTURALPLANS
/ 4 RECOMMEND, 4" GYPCRETE TOPPING CN GYPCFETE TOPPING CN I'
2 (CATS, 2" THICK STUCCO PLYWOOD SHEATHING OR 4" C�a 2 COATS, z" THICK STUCCO - PLYWOOD SHEATHING OR 4�
FINISH APPLIED DIRECTLY EDGE GOLD PANEL (SEE FINISH APPLIED DIRECTLY EDGE GOLD PANEL
R\
TO MASONRY OR STONE VENEER STRUCTURAL PLANS) TO MASONRY OR STONE VENEEi SEE STRUCTURAL PLANS
ATTACHED PER MANUF. RECOMMEND. ° ATTACHED PER MANUF. RECOM 1ENp.
LEDGER CSEE STRUCT. DWGS. TOP CF D FLOOR TRUSS - SEE STRUCTURAL
FLOOR TRUSS
2N
LEDGER (SEE STRUCT. DUGS. TCP OF SEE
FOR ATTACHMENT) BOND BEAM SEE STRUCTURAL FOR ATTACHMENT) CND BEAM PLANS FOR
SEE ELEVATIONS _ PLANS FOR SEE ELEVATIONS ATTACHMENT 4
ATTACHMENT a
TRUSS LAYOUT / ENGINEER NG FOR
ENGINEERING FOR ADDITIONAL INFO
ADDITIONAL INFO
CEILING HEIGHT CEILING HEIGHT
BOND BEAM (SEE STRUCT. BOND BEAM (SEE STRUCT. BONE, BEAM (SEE STRUCT.
SEE ELEVATIONS / : SEE ELEVATIONS
DWGS FOR SIZE AND REINFJ 1/2" HIGH STRENGTH RIGID BOND BEAM (SEE STRUCT. DIUGS FOR SIZE AND RE:NF.) -\ /2" HIGH STRENGTH RIGIp DUGS FOR SIZE AND REINF.)
DWGS FOR SIZE AND REINFJ
DRYWALL DRYWALL
a'-0" WDW IX2 P.T. FIRE -STOP UJDW
- - Hp. HGT. GLG. 6 aa'-0" A.F.F. - - Hp. HGT.
lxz P.T. FIRE -STOP � cP�. e IR8'-� oAF.F.
IX2 P.T. FIRE -STOP - a CLG. 8 aa' O" AFF
a GLG. � 68'-0" A.F.F. °'a°
R-4.1 FOIL INSULATION 1/2" THICK, 2 COAT STUCCO
FINISH APPLIED DIRECTLY R-4.1 FOIL INSULATION
PRECAST LINTEL (SEE STRUCT. TO MASONRY OR STONE
DWCsS. FOR SIZE AND REINFJ VENEER ATTACHED PER
MANUF. RECOMMEND. 1/2" THICK, 2 COAT STUCCO rRWGS. WG5. FOR
LINTEL (SEE STRUGT.
FINISH APPLIED DIRECTLY DR SIZE AND REINFJ
-WINDOW ATTACHMENT AS PER TO MASONRY OR STONE WINDOW ATTACHMENT AS PER
MANUFACTURER'S VENEER ATTACHED PER MANUFACTURER'S
SPECIFICATIONS MANUF. RECOMMEND. SPECIFICATIONS
NON-STRUCTURAL METAL R-20 SPRAY FOAM ROOF SHEATHING (SEE STRUCT.
1/2" THICK, 2 COAT STUCCO ROOFING OVER #30 FELT TO NSULATION R-VALUE DUGS. FOR PLYWOOD SHEATHING, 1/2" THICK, 2 COAT STUCCO
FINISH APPLIED DIRECTLY CONFORM U/ ASTM D 226, TO MEET MIN. CODE NAILING SPACING AND TYPE). FORMED AND POURED FINISH APPLIED DIRECTLY
TO MASONRY CR STONE TYPE "2 REQUIREMENT AS /- CONCRETE SILL TO MASONRY OR STONE
VENEER ATTACHED PER FORMED AND POURED X2 P.T. FIRE-STCP SET FORTH IN FBC 2x4 INSULATION STOP BETWEEN / (SEE STRUCT. DWGS. FOR REINF.) VENEER ATTACHED PER
EACH TRUSS WITH I" MIN SPACE / MANUF. RECOMMEND.
MANUF. RECCMMENp. CONCRETE SILL -�j C G' 2014. �� EACH5ETWTR INSULATION AND ROOF 5" CMU (SEE STRUCT DUJGS.
(SEE STRUCT. DWGS. FOR REINFJ
Ix2 P.T. FURRING STRIPS a 24" �REMCVEG SHEATHING FOR VERT. AND HORIZ REINFJ
/ O.C. BLOWN -IN R-30 EMBED. STRAP (SEE STRUCT FOR
NSULATION. TYPE, SIZE, " OF NAILS s DETAILS). �� Ix2 P.T- FURRING
a" CMU (SEE STRUCT DWG5, STRIPS a 24" O.C.
FOR VERT. ANp HORIZ_ RENFJ1/2`H'` FENGTH PRE-€NG WD. TRUSS 24" O.C. MAX. ,
Lu 1/2" GYP. UL. BD. RIGID DRYWALL I/2" GYP. UL. Bp w
N N N `—METAL BIRDSTOP TO COMPLETELY Q m UOOD BASE
z /; %- UOOD BASE z 4 FLR. SRG. HGT z
(Y vu } SEAL EAVE AT BARREL TILE ONLY" W
IX2 P.T. FURRING U - SEE ELEV'S 1 Ix2 P.T. FURRING — �_ U
0'-0" BOND BEAM GALV. METAL DRIP EDGE O' 0"
STUCCO STOP ° a (SEE STRUCT. SEE ELE °
FIN. FLR. DWGS FOR SIZE lx2 P.T. FIN. FLR. °
GRADE- a AND REINFJ Y °
2x8 PRE -PRIMED SPRUCE MONOLITHIC LONG. FOOTING a d
MONOLITHIC CCNG. FOOTING FASCIA (SEE STRUCT_ FOR SIZE, ° a
a (SEE STRUGT. PLANS FOR SIZE ° a ° CSEE STRUCT. PLANS FOR SIZE °
a ° a MATERIAL ANATTACHMENT) a
AND REINFJ GRADE a AND REINFJ a GRAD
STUCCO SOFFIT ON LEVEL TRUSS GRADE °
NOTE: PROVIDE TERMITE L 60py
RETURN e (ELEVATION B) NOT LESS NOTE: PROVIDE TERMITE
TREATMENT BELCU SLAB THAN 1/2" TOTAL THICKNESS OVER FELT TREATMENT BELOU SLAB
MTL. LATH. LAPPED NOT LESS THAN I" $
FAST V 3/8" HEAP GALV. NAILS (2 PER
TRUSS MIN.) PROvIpE CONT. 3" WIDE
SCREENED VENTS W/ UIRE MESH
2 STORY P ]� O C K WALL S E C T'10 N CORROSION RESISTANT I/a" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER STORY BLOCK WALL S C' TIO
SCALD: 3/ _ �� �� �I ����D FBC RBQio. (SEE ROOF PLAN FOR
( J' J VENTILATION REQ. 4 CALCSJ vGALE: 3/4"s1'-0" (NON—FIRE
RAC
�1�TV�1L1ELTI�E� J�C�J�S �ECT'0N �ED
(1@T0 N— FIRE RA�'7C']E D)
I
4Groupgn.
1 N. RONALD REAGAN BLVD.
LONGWOOD, FL32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
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SUBDIV. & LOT:
`UVERBEND
LOT # 14
170 MPH EXPOSURE "C"
PROJECT#
03303, 014
MODEL:
WENTWORTH
6612
ELEV. D
GARAGE SWING:
RIGHT
PAGE:
MONOLITHIC
STORY
NTANN
SECTIONS
ARCHITECT:
STATE OF FLORIDA
2A
PNT 08/15/15
DATE:
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