HomeMy WebLinkAboutROOF FRAMING PLANA R C H I T E C T S
PLAN NOTES:
QI SEE GENERAL NOTES ON SHEET 61.01.
❑2 DO NOT SCALE DRAWINGS. TIME CONTRAC
SUBCONTRACTOR SHALL VERIFY ALL DIMI
PRIOR TO WORK PERFOWED AND SHALL
ARCHITECT IN WRITING IF ANY DISCREPAN
FOUND.
0 SEE ARGH'L. DRAWINGS FOR LOCATIONSA
AND CONSTRUCTION INFORMATION OF INTE
NON -BEARING PARTITION WALLS NOT SHO
PLAN. SEE GENERAL NOTES (SHEET 51.01)
ADDITIONAL WALL FRAMING INFORMATION,
® PROVIDE WOOD HEADER OVER ALL OPEI
IN WOOD WALLS (COORD. EXACT SIZE, LO
AND ELEVATIONS WITH ARCH'L. DRAWINGS
HEADER TYPE HAS BEEN CALL -OUT ON F
PROVIDE WOOD HEADER BASED ON HEA
SCHEDULE SHOWN ON 51.01 SHEET.
0 PRE-ENGINEERED WOOD TRUSSES 4 MISC.
WOOD FRAMING SPACED AT 24"O.C. (MAX
® O.B. INDICATES OVER -BUILT PRE-ENG. TF
Q G.T. INDICATES GIRDER TRUSS.
® THE REQUIRED NUMBER OF FASTENERS FC
CONNECTORS SUCH AS NAILS TO WOOD M
SEE USP OR SIMPSON CATALOG AS APPL
0 SEE THE GENERAL NOTES FOR ROOF SHED
INFORMATION, AND FOR WOOD TRJ55 TYPE
10 PROVIDE DOUBLE WOOD STUDS UNDER WC
WOOD BEAM, G.T. TO THE FTG. U.N.O.
II PROVIDE MASONRY LINTEL OVER ALL OF
IN MASONRY WALL 1C00RD. EXACT SIZE, I
AND ELEVATIONS WITH ARCH'L. DRAWINGS
SEE LIFT BEAM PLAN FOR LINTEL TYPE SI
REINFORCING, PROVIDE TEMPORARY SHC
CONSTRUCTION IF LINTEL SPAN IS GREATS
THAN 6 (SIX) FEET.
12 SEE ARCH DRAWINGS FOR TRAY CEILING
LOCATION AND DIMENSIONS
13 ROOF TRUSS DEAD LOAD = 25 PSF
14 TRUSS MFG. TO ADD ADDITIONAL 16 PSF L
LOAD WHEN DESIGNING TRUSSES COVERIN
LANAI AND COVERED ENTRY AREAS.
PRE -FABRICATED
WOOD ROOF
TRUSSES 9 16"
O.C. MAX
P.T. 2X4 VERT. W/
1/411 x 3" TAPCON
19 1611 O.C.
I VNI\ VNVVI\
SOLID UP TO
WINDOW SILL
DVERED ENTRY FRAMING PLAN
LE: 1/4" = 1' - 0"
Contractor Copy
ASE ENGINEERING SERVICES, INC.
Design
Grou Inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
119t EAST NEWPORT
CENTER DRIVE, SUITE 207
DEERFIELD BEACH, FL 33442
(954)482-0957 OFFICE
RIVERBEND
LOT 30
170 MPH EXPOSURE "C"
PROJECT#,
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
ROOF
FRAMING
PLAN
ENGINEER
STATE OF FLORIDA
AZ"
1�TATIGTIIWA
S C ALE:
SHEET
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fox 4
S II e u" I C
H I T E C T S
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYR)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING, PROVIDE
48 BAR DIA. LAP SPLICE.
ADD'L WIDE 6x6-W1.4xW1.4 W.W.F.
(PLACED 1" FROM TOP OF SLAB)
N
3'-011
p SLOPES DN
SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
(TYP.)
u 6 MIL. VAPOR BARRIER
3" CLR SEE ARCH. DRAWINGS
E FTG SCHEDUL
OR SIZE AND REI .
THICKENED SLAB/FOOTING
MASONRY WALL (BEYOND)
1/4" ASPHALT SEE PLAN (TYR)
W/ ISOLATION
JOINT
u 1-1/211 RECESS FOR SGD
d
3-011
w_
C
(—�
/(0
1=1LL
CPO
LLMIL. VAPOR BARRIER -
d) ly SEE ARCH. DRAWINGS r
u ^
`^
SCALE, KTA
2x is 16" O.C. 1/21, DIA. WEDGE BOLT g 16" O.C.
(SEE PLAN) W/ MIN. 7" EMBEDMENT IN CONC.
USP SPTH4 OR
USP SPTH6 SEE PLAN FOR SLAB GRADE
ID 16" O.C. THICKNESS AND REINFORCING
VARIES (TYP
I 1 COMPACTED MP ED
SUBGRADE. (TYP.)
U
c+l
E FTG SCHEDUL TURNDOWN SLAB EDGE
REINFORCED WK3)-05's CONT.
OR SIZE AND REI AND S m 48" O.C. TRANSVERSE
(TYP.)
5 THICKENED SLAB/FOOTING
SCALE KTS.
LINTEL
PRECAST HEADER
pOORTRACK
2 X 8 (PT) PLATE EACH
SIDE OF DOOR OPENING
ATTACHMENT AS PER
PRODUCT MANUF.
FTG. PER 14/5501
TRACK MOUNT DETAIL
SCALE KTS.
E FTG SCHEDUL
OR SIZE AND REAF.
THICKENED SLAB/FOOTING
SCALE KTA
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
48 BAR DIA. LAP SPLICE.
SEE PLAN FOR SLAB GRADE
VARIES THICKNESS AND REINFORCING
(TYP.)
U
IEE FTG SCHEDUL
�F4 M�42
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
48 BAR DIA. LAP SPLICE.
SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
(TYR)
COMPACTED
SUBGRADE. (TYP.)
THICKENED SLAB/FOOTING
SCALE KTA
2x a 1611 O.C.
(SEE PLAN)
USP 5FT144 OR
USP SPTH6
9 1611 O.C.
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
46 BAR DIA. LAP SPLICE.
ADD'L WIDE 6x(o-WI.4xWI.4 W.W.F.
(1) «5
a (PLACED I" FROM TOP OF SLAB)
w
> 3'-011
p
SLOPES DN
U
j\\
=
SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
N
(TYP.)
u
6 MIL. VAPOR BARRIER
VI,
SEE ARCH. DRAWINGS
E FTG SCHEDUL
OR SIZE AND REI
.
-1/2" DIA. WEDGE BOLT 6 IV' O.C.
W/ MIN. 7" EMBEDMENT IN CONC.
SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
(TYP.)
T11 - -or
1 COMPACTED
u SUBGRADE. (TYP.) M COMPACTED
SUBGRADE.D(TYPJ
E FTG SCHEDUL
TURNDOWN SLAB EDGE OR SIZE AND REI
0.
E FTG SCHEDUL REINFORCED W/(3)-S's CONT,
OR SIZE AND REI AND g 48" O.C. TRANSVERSE THICKENED SLAB FOOTING
(TYP.)
THICKENED SLAB/FOOTINSCABG 7 SKTR
E.3.
6 SCALKT
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE OUTSIDE CORNER BARS TO
PLAN FOR SIZE AND SPACING. 25" (MIN.) LAP MATCH SIZE AND NUMBER 25" (MIN.) LAP
(TYR) WITH THAT OF HORIZONTAL
REINFORCING BARS. (TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING, PROVIDE
48 BAR DIA. LAP SPLICE.
PAVER BY OTHER
e I I
� III-
"" 3" CLR do
SEE FTG SCHEDULE ON
FOR"FTG SIZE AND REINN
MASONRY COL FTG
1 V SCALE: KTR
SIMPSON A5U66Z
PAVER BY OTHER -7
WOOD POST (SEE PLAN)
(2) 03 REBAR E.W.
I
U
"' 3" CLR
SE FTG SCHEDULE ON S 1
FOR TG SIZE AND REINFO14CING
COLUMN FOOTING
16 SCALE.3/4!-T-V
PROVIDE 2x4 a
KEYWAY (TYP.)
z
F
TYPICAL HORIZONTAL
REINFORCING.
CORNERS
INTERSECTIONS
HORIZ. REINF'S. AT BEAMS, WALLS AND FG'S.
/ SCALE KTS.
SEE PLAN FOR SLAB ON
GRADE THICKNESS AND
REINFORCING.
,mL-, SEE PLAI
Y T/SLAB
COMPACTED
SUBGRADE.
zo
g�a
X
Q
DEPRESSED SLAB DETAIL
SCALE KT8.
SECTION
13
SCALE KTR
THICKENED SLAB/FOOTING
SCALE KTS WOOD POST SEE PLAN
USP CONN SEE PLAN
SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
(TYR.)
II=/I 1
U E FTG SCHEDUL COMPACTED
OR SIZE AND REI . SUBGRADE. (TYP.)
THICKENED SLAB FOOTING
8 SCALE. KTR
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
48 DIA. BAR LAP SPLICE.
ADD'L WIDE 6x6-WI.4xWI.4 W.WF.
(PLACED I" FROM TOP OF SLAB)
Q> 31 _ 011
SEE J
u
Uj
N
u
Cc%
3"
I I I I II
— SEE PLAN FOR SLAB GRADE
THICKNESS AND REINFORCING
(TYP)
6 MIL. VAPOR BARRIER
SEE ARCH. DRAWINGS
SEE FTG SCHEDULE
FOR SIZE AND REINF.
THICKENED SLAB/FOOTING
's- / SCALE KT8.
MASONRY WALL (BEYOND)
SEE PLAN (TYP.)
3-1/2"A2" RECESS
[IN
6 MIL. VAPOR BARRIER
SEE ARCH. DRAWINGS
U
3" CLR
EE FTG SCHI
OR SIZE AND
THICKENED SLAB/FOOTING
SCALE KTS.
Contractor Copy
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THE BEET DEEM PL N BF£GR TlL
G T URN BUILDING BTRGTFAL DE91GN CODE. TIIE &W A mEA O TIE m"
AND eP RCATIONe Arm LNLT P TNB wI DRY s eTRUGTIMAL CGPOI&]!TB AffEGTED
BY W , LA.£ A GRAY(% LOADS.
1C244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
/Design
Groutp�Inc.
1441 N. RONALD REAGAN BLVD.
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
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
DETAILS
ENGINEER
STATE OF FLORIDA
SHEET,
S5.®1
A R C H I T E C T S
PRE-ENGINEERED WOOD
ROOF TRUSSES AT 24110.C.
/M A V 1 tv=
[- I f 1 f• I f�Ia l
I I I I
I I I I
WALL FOOTING: WF-(SEE PLAN)
SEE PLAN AND SECTIONS FOR
SIZE AND REINFORCING. (TYP.)
SEE PLANS AND PLAN NOTES FOR
LOCATION OF GROUTED CELLS
STOP GROUT MIN 1 1/2" BELOW TOP
OF UNIT IF POUR IS STOPPED FOR
MORE THAN ONE HOUR
MAX HEIGHT OF POUR = 10'-811
GROUT TO CONFORM TO ASTM 0416.
MAXIMUM AGGREGATE SIZE
SLUMP = 8" TO II".
PROVIDE CLEAN OUT HOLE MINIMUM
SIZE 311x 3". ALL OVERHANGING
MORTAR AND DEBRIS TO BE REMOVED
FROM INSIDE THE CELL WALLS. SEAL
PRIOR TO GROUTING, BUT AFTER
INSPECTION.
NOTE:
DO NOT GROUT UNTIL MORTAR HAS
SET SUFFICIENTLY TO WITHSTAND
THE PRESSURE OF THE GROUT. WAIT
NOT LESS THAN 24 HOURS.
TYPICAL HIGH LIFT
GROUTING SECTION
SCALE: KT1
_j
SEE ROOF PLAN
FOR CONNECTOR INFO
OILSEE PLAN
_
-- T/T BOND EW—
-ate
'
---
f
14`I'
a
d,
1
rile
AgkCOORD. W/ARCH'L.
B/"U" LINTEL
I".SIP
1
I"
alp 1
I
4...1
1:.1
I,1;:Al
.,1
{ {
EI
1.V.1
I,:
1::.11
I:!.°I
•1
L
:'I
1
1ll
fi1I
r
SEE PLAN
OIL
I
L
r
I
a
'-FT/SLAB _ 1—. , 1:I — — [ -- I I
I .
f IA I G
SEE PLAN { `�
T/FTG.
I I
� J
TYPICAL CMU BEARING WALL ELEVATION
NOTES:
I. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL
SHEAR WALLS.
2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS.
SPLICE LENGTH PER SCHEDULE
DOUBLE 2X TOP PLATE
NAILS BETWEEN SPLICE LOCATION
PER SCHEDULE - STAGGERED.
LENGTH OF WALL
SPLICE LENGTH
NAILS ALONG
BETWEEN CORNERS)
(MINIMUM)
SPLICE LENGTH
OVER 30
4'-0"
18-16d
OVER 20'
2'-8"
10-16d
OVER 10'
1'-4"
6-16d
LESS THAN 10'
1'-411
4-16d
SCALE KTR
1211
SLOT
CONT. FROM BEAM TO
FTG. W/10" HOOK MIN.
Ix4 P.T. BUCK NAILED W/ COIL NAILS
ACRS 099-112HC 9 12" O.C. AND 3" FROM
DOOR/ TOP AND BOTTOM WITH DOOR JAMB
WINDOW WITH Y4" DIA TITEN FASTENERS 6" FROM
TOP AND BOTTOM 14" O.C. STAGGERED
W/ MIN. I-X" EMBEDMENT.
SCALE KTS.
2x4 BLOCKING BETWEEN TRUSSES 24" O/C.
TOENAILED TO ADJACENT TRUSSES W/ (2) 16d
COMMON NAILS AND SECURED TO BEAM
W/ USP HGAMIO TO BRACE TOP OF WALL
.1 [ �_ . p 4
1.
4
a °a ,
1 ,a
a ° 7
4
rr
a 1
I'
41
(u �
CREATE APPROX. 44 HOLE IN
FACE OF MASONRY TO ALLOW
GROUT TO FLOW THROUGH
ARCH FRAMING
SCALE KTR
MINIMUM WALL AND HEADER STUD REQUIREMENTS
REFER TO ARCH.
FOR ARCH PROFILE
UrLIr I (.vl Nt:(. I IL)N PCI=C,IUIKGI It:N I
AT POINTS 'A'(TOP AND BOTTOM OF
MAXIMUM HEADER SPAN(FEET)
3
6
9
12
15
18
HEADER 5TUD5. UPLIFT CONNECTION
IS REQUIRED AT EACH END OF HEADER
NUMBER OF HEADER STUDS
AND AT 50TTOM OF HEADER 5TUD5 IN
SUPPORTING END OF HEADER
ADDITION TO CONNECTORS AT WALL
STUDS
1
1
z
2
2
2
UNSUPPORTED
STUD
NUMBER OF FULL LENGTH STUDS
WALL HEIGHT
SPACING
AT EACH END OF HEADER
1211
2
2
3
3
3
3
IV OR LESS
I6"
2
2
3
3
3
3
2411
1
2
2
2
2
2
12"
2
2
3
4
5
5
GREATER THAN 10'
16"
2
2
3
3
4
4
2411
1
2
2
2
3
3
*THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS
SUPPORTED BY A SUITABLE FRAMING ANCHOR
TYPICAL TOP PLATE SPLIKOIE
9 SCALS ItT.S. (10
HEADER 811JD SCHEDULE
p
EXTERIOR CMU WALL
■ ■ 0l*lA ■
TOP CHORD OF WOOD TRUSS
`— BTM. CHORD OF WOOD TRUSS
Ix4 BTM. CHORD
BRACING, SEE PLAN
FOR LOCATION.
TOP OF WALL BRACING
wrra_• la � w.,
GROUT CELLS SOLID AT ALL
VERT. WALL REINFORCING, SEE
PLAN FOR SIZE AND SPACING.
(TYP.)
FOOTING DOWELS TO MATCH
VERTICAL REINFORCING. PROVIDE
48 BAR DIA. LAP SPLICE.
SEE PLAN FOR SLAB GRADE,
THICKNESS AND REINFORCING
wir
(TYP.)
u 6 MIL. VAPOR BARRIER
3" CLR . SEE ARCH. DRAWINGS
E FTG SCHEDUL®Rt'�
OR SIZE AND REI .
6 THICKENED SLAB/FOOTING A SHWR RECESS
SCALE KT.S.
/Desgn
Gin
rou lc.
1 N. RONALD REAGAN BL
LONGWOOD, FL 32750
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
954 708-2468 FAX
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
DETAILS
ENCaNEER
STATE OF FLORIDA
MASON
NO.
DATE:
ASE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
S C ALE • 0
TO THEM eu OP M gJgLLED(8, THE EWL . w blo PI.rWe AND &�OFICAtIQ19
COI'll°LY cpl d TICN G eTWaCny DE E RmM THE eIGNM6 AND eEALMCa Q 11E Pl.ANO
AND BPECFICATIOJB ,4E ONLT FOR ME EUILDPIG'9 BTRILTRAL CQMTff;NTB AA20TED
6T WMD, LrvE AND OwAvtt LOADS.
11
SHEET
10328 7East —Colonial 7-5 Suite 202
Orlando, Florida 3281E — 407-6 Drive. 5 Fax 407-730-2999
r ®�""1
✓`1J
Certificate of Authorization No. 25873
• (v/
la ALLOWABLE UPLIFT = 2125 LBS (1 STRAP)
lb ALLOWABLE UPLIFT = 3500 LBS (2 STRAPS)
2a ALLOWABLE UPLIFT = 6110 LBS (2 BOLTS IN TOP HOLES)
2b ALLOWABLE UPLIFT = 12340 (4 BOLTS)
3a
ALLOWABLE
UPLIFT =
1300 LBS (1 STRAP)
310
ALLOWABLE
UPLIFT
= 2"I60 LBS (2 STRAPS)
A R C H I T E C T S
I or 2 USP HLPTA15 TRUSS
ANCHOR WITH (18) 10d x I?
NAILS TO TRUSS. PROVIDE
5" MINIMUM CONCRETE
EMBEDMENT.
19/3211 CDX PLYWOOD SHEATHING WITH Sd
RING SHANK NAILS s 611 O/C. FIELD, EDGES AND
4" O/C DIAPHRAGM BOUNDARIES (FASCIA)
ENGINEERED WOOD TRUSSES
2411 O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
I or 2 USP HLPTA15 TRUSS
ANCHOR WITH (18) 10d x I111
NAILS TO TRUSS. PROVIDE
5" MINIMUM CONCRETE
EMBEDMENT.
19/32" CDX PLYWOOD SHEATHING WITH Sd 1 or 2 USP RTI&A TRUSS ANCHOR
RING SHANK NAILS 19 611 O/C. FIELD, EDGES AND WITH 10d x I" HDG NAILS TO TRUSS
4" O/C DIAPHRAGM BOUNDARIES (FASCIA) AND 10d x 3" HDG NAILS TO TOP PLATE.
ENGINEERED WOOD TRUSSES FIRST ONE APPLIED TO INSIDE FACE OF WALL.
9 24" O/C, SUBMIT SHOP IN ADDITION, ADD (4) I(od TOE -NAILS,
DRAWINGS FOR REVIEW 2 EACH SIDE OF TRUSS.
AND APPROVAL -do
USP USC43 STEEL CONNECTOR (USP
RFUS TO BOTTOM CHORE) FOR TRUSSES
ARCH MASONRY BONA BEAM ER ARCH W/ HEEL) WITH J" 0 HILITI KWIK III BOLTS
SEE SCHEDULE W/ 5" CONCRETE EMBEDMENT MIN. AND
(8) I(od COMMON NAILS
MASONRY BONE) BEAM
SEE SCHEDULE
9-0 11'1r IF 4 BOLTS ARE USED
ENSURE THAT CELLS ARE GROUTED
SOLID, 8" EACH SIDE OF BOLTS
1a �b TYPICAL TRUSS CONNECTORS) 2a 2b TYPICAL ROOF GIRDER CONNECTORS)
SCALE KT3 3SCALE It
NAIL SHEATHING 4" O.C. WALL
MEMBERS AND BLOCKING W/ NAIL SHEATHING O.C. WALL
loci NAIL MEMBERS AND BLOCKING W/
USP HLPTA15 10d NAIL
2x4 BLOCKING AT SEAMS USP RT3A
2x4 AT 24" O.G. ON EDGE OF FLAT AT GABLE ENDS 2x4 AT 24" O.C. 2x4 BLOCKING T SEAMS
loci NAILS UNO SECURE BLOCKING TO TRUSS W/ ON EDGE FLAT AT GABLE ENDS
AT 411 O.C. (3)16d TOE N LS EA END 10d NAILS UNO SECURE 51.00KING TO TRUSS W/
AT 411 O.C. (3) I6d TOE NAILS EA END
ER AR EJARC
RAKED CONC. USP 5PT24
BEAM SEE PLAN 1V 1611 O.C.
IVP.T. 2x4 CONT. IX4 BTM CHORD BRACING
FASTEN TO WALL WITH AS SHOWN ON PLAN SECURED W/ 2x4 CENT. IX4 BTM CHORD BRACING
111x311 TAPCON 9 12" O.G. (2) loci NAILS EA INTERSECTION FASTEN WALL WITH AS SHOWN PLAN SECURED W/
(2) 12d NAILS 16" O.C. (2) loci NAILS
EA INTERSECTION
2x4 STUD AT 1(o11 O.C.
OVERHANG a MASONRY GABLE OVERHANG * FRAMING GABLE
SCALE KTR SCALE KTR
61-011 MAX
SEE PLAN
Pnr2 I nraTInN
Ix4 BTM. CHORD BRACING 1211 O/C MAX., SECURED W/
/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP,
I
I
N
v p
a
Ix4 DIAGONAL BTM. CHORD
BRACING, SEE PLAN
FOR LOCATION
BTM. CHORD OF
WOOD ROOF TRU
r-7� fOOF SHEATF9NG LAYOUT
WALL SHEATHING
PER 51.01
2x4, 2x6 or 2x8
STUDS .0 I(o" O/C
5/8" CDX PLYWOOD SHEATHING WITH Sd
RING SHANK NAILS im 6" O/C. FIELD, EDGES AND
4" O/C DIAPHRAGM BOUNDARIES (FASCIA)
ENGINEERED WOOD TRUSSES
e 2411 O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
ARCH °
RTI&A - FRONT VIEW
2x BLOCKING AT ALL
PLYWOOD SEAMS
3a 3b TYPICAL TRUSS CONNECTORS)
SCALE KTR
RAKED CONC. BEAM.
SEE PLAN 4 SCHEDULE
Sa
ALLOWABLE
UPLIFT =
1380 LBS N STRAP)
Sb
ALLOWABLE
UPLIFT
= 2160 LBS (2 STRAPS)
56ES I or 2 USP RTI&A TRUSS ANCHOR
WITH 10d x I? HDG NAILS TO TRUSS
AND 10d x 3" HDG NAILS TO TOP PLATE.
FIRST ONE APPLIED TO INSIDE FACE OF WALL.
IN ADDITION, ADD (4) I6d TOE -NAILS,
2 EACH SIDE OF TRUSS.
2x4, 2x6 or 2x8 STUDS - BE
PLAN FOR SPACINU
2X4 P.T. SECURED TO MASONRY W/
1/4110 X 3" TAPCONS 9 1611 O.G.
IX4 DIAGONAL BTM. CHORD
BRACING. SEE PLAN FOR LOCATION
GABLE END BRACING
9 SOME. KTS.
ENGINEERED WOOD TRUSSES
9 24" O/C, SUBMIT SHOP
DRAWINGS FOR REVIEW
AND APPROVAL
RT16A - FRONT VIEW
JNG AT ALL
PLYWOOD SEAMS
8a 8b TYPICAL TRUSS CONNECTOR(S)
9CNF KT1%
USP HD26 W
3/1611x311 TAPC
TO CMU U
PRE-ENG'D WOOD TRUSS (TYP)
s 2411 O.C. MAX
USP HLPTAI5
(TYP)
CONC. POURED
LINTEL COURSE
IX4 SYP LATERAL RE-INFORCING
36" O.C. MAX e TRUSS
BTM. CHORD, SECURE W/
(3) 10d NAILS e EA. TRUSS CHORD
>EE ROOF PLAN
OR CONNECTOR INFO
"ISONRY BOND BEAM
5EE SCHEDULE
1ASONRY BOND BEAM
iEE SCHEDULE
10 SECTION
Contractor Copy
ASE ENGINEERING SERVICES, INC.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
OF Design
Group"Inc.
LONGWOOD, FL 32750
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
954 708-2468 FAX
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C'
PROJECT#
03303.030
MODEL:
THE COVENTRY
6810
"PLAN 1"
GARAGE SWING:
RIGHT
PAGE:
SECTIONS
DETAILS
ENGINEER
STATE OF FLORIDA
MASON
NO.
DATE:
SCALE I& NOTED
SHEE NO:
S .03
A R C H I T E C T S
SEE ROOF
PLAN FOF
CONNECTOF
INFC
USP SPT2,e
a 16" O.0
2x6 KNEE WALL
(2x6 6 16" O.C..
(2) 1/411 LAG x 5
LONG EACH TRUS:
USP SPT2;
a 16" O.0
SECTION
SCALE KTA
2X6 WOOD
STUDS a 16" O.C.
NAIL BOTTOM
PLATE TO G.T.
BELOW W/ 16d
NAILS 9 6" O.C.
SECTION
SCALE KTS.
SEE ROOF PL ""'
FOR GONNEC"
ROOF
AN FOR
NNECTOR
9
5ONRY
ND BEAM
R PLAN
)NRY
) BEAM
PLAN
2x4 CONT. W/ (2) 16d
NAILS EA. STUD. BACK
NAIL 2x4 THRU WALL
SHEATHING W/ Sd
NAILS Is 6" O.C.
SEE SHEET
51.01 FOR ROOF
SHEATHING
WOOD STUD TO G.T
W/ 5IMP50N L7518
W/ (8) 10d NAILS
PRE-MFG. ROOF
TRUSS
GIRDER TRUSS
U5P E
6 1(o'1
SECTION
2 scALE NTS
2x8 BLOCKING
Is 24" O.G. CUT
AT ROOF
RADIUS
2x6 BLOCKING
a 2411 O.C. CUT
AT ROOF
RADIUS W/ (2)
0.131 x3" NAILS
EA. END
THROUGH THE
TRUSS
SECTION
BCALEKTS.
O.C.
LAG
NG
R185
PREMANUF.
TRUSSES
SEE ROOF PLAN
FOR CONNECTOR INFO
USP SPT24
g 16" O.C.
USP 5PT22
is 16" O.C.
2x4a16"O.C.
(2) 1/4" LAG
x 4" LONG
EACH 2x4
3 SEC1101
Ix6 W/ (2) 0.131 x 8" NAILS INTO
EA. BLOCK, RIP 1X'6 AS
NECESSARY TO COMPLETE
RADIUS
40/20 - 19/32" EXPOSURE I,
EXTERIOR GRADE PLYWOOD
SHEATHING NAILED W/ Sd
NAILS 6" O.G. ALL MEMBERS,
4" O.C. AT COMER (BLOCK
AND NAIL ALL PLYWOOD
SEAMS)
2X6 PLATE ABOVE AND
BELOW WINDOW W/ (3) 0.131 XY
TOENAILS EA. END INTO 2x6
TRUSS END VERTICAL
ROOF TRUSSES W/ 2x6 END
VERTICALS
2x4 m 24" O.C. W/
5IMP50N 5UH24
EACH END
PREMANUR
TRU55ES
DETAIL
4 SCALE- KTR
u
U5P HT11h116 W/ (4)-1/4"
X 2-1/4" TAPCON5 TO
5OND BEAM
v
MASONRY WALL W/
16" POURED CONC.
CONT. BOND SEAM
TYP. TRUSS ANCHORAGE- RETROFIT
8CALB KTR
Contractor
ASE ENGINEERING SERVICES, INC.
/Desgn
Gin
rou lc.
1 N. RONALD REAGAN BLVI
LONGWOOD, FL 32750
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
(954)708-2468 FAX
RIVERBEND
LOT 30
170 MPH EXPOSURE 'C
PROJECT#
03303.030
MODEL:
THE COVENTRI
6810
"PLAN 1"
SWING:
RIGHT
PAGE:
SECTIONS
DETAILS
ENGINEER
STATE OF FLORIDA
MASON XI , P.E.
NO.
DATE: 0/3/3
S C ALE:
SHEET
1E
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Certificate of Authorization No. 25873
S5.04
A R C H I T E C T
2x HEADER SEE PLAN FOR SIZE AND QUANTITY z
PROVIDE Ix WOOD or Y" PLYWOOD FILLER(S). -2ri
NAIL ALL TOGETHER W/ Ibd COMMONlu
p
NAILS, 2-ROWS, (o O/C
SHORT 2x STUDS BETWEEN HEADER ABOVE
AND FRAMING DIRECTLY ABOVE WINDOW.
SHORT 2x STUDS
BENEATH WINDOW SILL
(3) 2x12 HEADER PROVIDE
1356. fL ^ - - - _ _ _ - - - - - - - FikkER(St�
CONT. NAIL ALL TOGETHER W/ Ibd COMMON
2xb BLOCKING FOR SHUTTER INSTALLATION. NAILS, 2-ROWS, (oil O/C
PROVIDE)? PLYWOOD FILLER(5).
NAIL ALL TOGETHER W/ Ibd COMMON -,
NAILS, 2-ROWS, (o O/C
(U 2xb FLAT TOE NAILED TO JACK STUD
2x NAILED INTO INSIDE AND OUTSIDE
PLY OF FILLER BELOW W/ Ibd COMMON NAILS, b" O/C
2xb BLOCKING FOR SHUTTER INSTALLATION.
PROVIDE Y,, PLYWOOD FILLER(S).
NAIL ALL TOGETHER W/ Ibd COMMON
NAILS, 2-ROW5, b" O/C
SINGLE BTM. PT PLATE
SECTION A —A, SILL AND HEADER FRAMING
SCALE: N.T.S.
LAP TOP PLATE A MIN. OF 48" AND NAIL
W/ Ibd COMMON NAILS, 2-ROW6, 4" O/C
BTM. LAP t0 OCCUR OVER STUL
%' 0 X 8" MIN. EXPANSION BOLT
W/ 3x3 OVERSIZED WASHERS
PLACED 16" O/C4" MIN. CONC. EMBED
2x MID -HEIGHT BLO
AND ANY PLYWOOD
W/ (2) Ibd TOE -NAIL
VERIFY HEIGHT OF WALL
W/ PLAN
0
DBL. TOP PLATE
CONT.- -
X
wti
X
2x STUDS 6 16" O/C
N _
— r
-----er---------
co
4'-0" MIN.
TOP PLATE SPLICE
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O/C
2x HEADER SEE PLAN FOR SIZE AND QUANTITY 2xb PT BLOC
KIN
PROVIDE Ix WOO FILLER(S). SECURE
NAIL ALL TOGHETHER W/ I d COMMON TOE-NAILED,
AC
USP RTI&A _ NAILS, 2-R WS, oil O/C AT�'i PLAT
BTM. MEMBER OF TOP PLATE
SPLICE MUST
OCCUR OVER STUD.
USP LSTAIS
W/ ICd x 3" GALV.
COMMON NAILS, (1) EACH END
TOTAL OF 14 NAILS.
APPLIED t0 IN51DE FACE ONLY.
tr q
USP 5PTH4 OR USP SPTH(o
TOP E BTM. STUD PLATE TIES
W/ 10d x 1�" GALV. COMMON NAILS
FILL EVERY HOLE.
'IL DO NOT USE 3" LONG NAILS!
TIGHT BETWEEN TRUSSES
:) ADJACENT TRUSSES W/
1d GALV. COMMON NAILS
END. NAIL BLOCKING TO
1 (3) I(od COMMON NAILS.
1) 2xb FLAT
OE NAILED t0
4, � %4" 0 X 8' MIN. EXPANSION BOLT
Y Y W/ 3x3 OVERSIZED WASHERS
PLACED 3211 O/C, b" MIN. CONC. EMBED
TYPICAL WOOD FRAME WALL CONSTRUCTION DETAILS
SCALE- H.TR
STRAPS QUIRED
JUST NOT OWN FOR
SEE OPP ITE SIDE
HEADER R STRAP:
(2) FULL I
2x STUDS
(2) JACK 2x STUDS
UNDER HEADER
�;111�11
(5) 2x SCUDS IN COMER
NAIL THE (3) CORNER STUDS
TOGETHER W/ Ibd COMMON NAILS, 3" O/C
HER
32" MAX.
C-C SPACING
(4) 2x STUDS IN CORNER
NAIL THE (3) CORNER STUDS
TOGETHER W/ Ibd COMMON NAILS, 3" O/C
LAP TOP PLATES AT
CORNER, TYPICAL
SECURE FLOOR TRUSS TO TOP PLATE
W/ (4) Ibd COMMON NAILS, 2 EACH SIDE.
2x MID-HEIGPT BLOCKING
AND ANY PLYWOOD SEAMS
W/ (2) Ibd TOE -NAILS, EE.
Contractor Copy
A SE ENGINEERING SERVICES, INC.
STRUCTURAL DESIGN GROUP
TO THEN Wi CP HT IWgLLGR]E. THE `l CODDE. D a PLAYS O ^XECRICATIONB
C411p ETH dITL eTF1X.TY2Al. DEeiGN CODE. THE eKiJPlfa AND eEAL"Yo OF TIE F4
AND ePEGFiCAT10Ne Alm LTYW FOR THE EWILDB 51iNCi11RAL COFPONENte NiECT
BY WMD, LIVE A`ID GRAVITY
TY LOADe.
10244 East Colonial Drive, Suite 202
Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999
Cn.4;to-nln d euR6nme11..n N,. 9RA7A
OrDesign
Grou inc.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-7744078
www.abdesigngroup.com
A.B. DESIGN GROUP
DRAFTING INC.
1191 EAST NEWPORT
CENTER DRIVE, SUITE 207
EERFIELD BEACH, FL 3344
(954)482-0957 OFFICE
DE
954 708-2468 FAX
RIVERBEND
LOT 30
170 MPH EXPOSURE Rt
PROJECT#
03303.030
MODEL:
THE COVENTR`.
6810
"PLAN 1"
ARAGE SWING:
RIGHT
PAGE:
SECTION
AND
DETAILS
ENC1NEER
STATE OF FLORIDA
DATE:
S5.05
TE: