HomeMy WebLinkAboutBUILDING PLANFLOOR DECK
c c
2x6 PT TERMINATION
2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL
EACH TRUSS W/ (3) 16d COMMON W/ (6) 3/16" ° x 4 TAPCONS
NAILS PROVIDE 2-TRUSS LAP
SPLICE LOCATED EITHER TOP OR
BOTTOM OF FLOOR TRUSS,
TYPICALLY 10'-0" BUT REFER TO
TRUSS ENGINEERING
2x4 STRONGBACK,
FLOOR BRACING
1 SCALE: 3/4"=1'-0"
USP LFTA6 W/
(16) 8d COMMON NAILS 2x STUDS
USP LFTA6 W/ (16) 8d EACH END
COMMON NAILS, EACH FL#17244
END EVERY STUD OR ON
EACH END OF "BUNDLE"
OF STUDS
PLYWOOD FLOOR
SHEATHING
e e
Y\/
USP SPTH4/SPTH6 BTM.
FLOOR TRUSS OR PLATE STRAPS W110d x 1
GIRDER TRUSS 1/2" HDG NAILS FL#1 7239
WALL i FLOOR FRAMING,
2 TRUSS PARALLEL TO WALL
SCALE:3/4"=1'-0"
DBL PT 2x6 BLK'NG BETWEEN
TRUSSES W/ 10d @ 3" O.C. 1 ST PLY
INTO LEDGER AND 10d @ 3" O.C.
STAGGERED UPPER PLY INTO 2x6
BELOW
8" CMU WALL
REINF PER PLAN
PER ELEVATION
LL
O ��
�
OwQU
o nQ
z*w
PER ELEVATION N m Ez
1X2 FIRE -STOP
III
#8 WOOD SCREWS I
x 2" LONG @ 3" O.0
}I
STAGGERED OFF I
CENTERLINE OFF 2x6; III
3/4" AS SHOWN
USP A3 EA.
TRUSS /q
NAILING PATTERN
PRE-ENGINEERED WOOD
FLOOR TRUSSES (SEE
DBL 2X_ LEDGER FRAMING PLAN)
SEE SCHEDULE
SECTION DETAIL
AT TRUSSES BEARING
ON EXTERIOR WALL
SCALE:3/4"=1'-0"
#8 WOOD SCREWS x 2"
LONG @ 3" O.C.;
STAGGERED 411
AS SHOWN
DB L 2X8 LEDGER
TO CMU W/ 1/2" EXP . BOLT
8" CMU WALL AT 16" O.C. AND 8" FROM /11
END W/ MIN 5-1/2" EMBED.
REINF PER PLAN
FLOOR DECK
PER ELEVATION 3/4"
O
�z NAILING PATTERN
mc)
O OLDQ
w z*w
PER ELEVATION N m %Z
PRE-ENGINEERED WOOD
2x4 P.T. CEILING 24" MA FLOOR TRUSSES (SEE
NAILER W/ FRAMING PLAN)
MASONRY NAILS
@ 12" O.C.
1X2 FIRE -STOP
SECTION DETAIL
AT TRUSSES PARALLEL
TO EXTERIOR WALL
SCALE:3/4"=1'-0"
2x STUDS PER PLANS
2x STUDS PER PLANS
DBL PT 2x6 BLK'NG BETWEEN
2x4 CONT. W/ (8) 16d NAILS
TRUSSES W/ 10d @ 3" O.C. 1 ST PLY
INTO LEDGER AND 10d @ 3" O.C.
#8 WOO SCREWS
FLOOR DECK
NOTE:
@ TOP OF FLR TRUSS
STAGGERED UPPER PLY INTO 2x6
x 2" LONG @ 3" O.C.; NI
2x4 BLOCKING @ EA. BRACE.
TOENAIL INTO TRUSS Wi (4) 16d
STRUCTURAL SHEATHING
(TOP 2X4 SUPPORTS BT.
PLATE OF 2ND FLR)
BELOW
STAGGERED OFF
I
NAILS @ EA. END
MUST NOT BREAK WITHIN
CENTERLINE OFF 2x6;
3/4" AS SHOWN
2x4 BRACE @ 48" O.C. w/ (5) 12d
MIN. FROM 2ND. FLR.
FLOOR DECK
I}
NAILS @ EA. END
LINE
LINE
NAILS
DBL 2X8 LEDGER
FLOOR TRUSS
@ BT. OF FL
TO CMU W/ 1/2" EXP. BOLT Oil
8d RING SHANK NAILS @ 4" O.C. MAX
2X6 IS FOR WALL
8" CMU WALL
AT 16" D.C. AND 8" FROM
INTO BLOCKING
SHEATHING
SHEATHING NAILER)
REINF PER PLAN
END W/ MIN 5-1/2" EMBED.
16d NAILS @ 8" O.C. MAX
1X2 FIRE -STOP
PER ELEVATION
FLOOR DEC /4
PER ELEVATION PER ELEVATION
O ��
NAILING PATTERN
z
Lu
OU
°m
Zuwku
pm-�
PER ELEVATION PER ELEVATION
PER ELEVATION N
PRE-ENGINEERED WOOD
PRE-ENGINEERED WOOD
2x4 P.T. CEILING
24" MA
FLOOR TRUSSES (SEE
FLOOR TRUSSES (SEE
NAILER W/
FRAMING PLAN)
PRE-ENGINEERED WOOD
FRAMING PLAN)
MASONRY NAILS
FLOOR TRUSSES (SEE
SEE SCHEDULE FOR SEE SCHEDULE FOR
USP HTA16 @ EVERY
@ 12 Q.C.
REPAIR DETAIL I F
FRAMING PLAN)
BOND BEAM REQ. BOND BEAM REQ.
TRUSS (VERIFY W/
TRUSS PLAN)
1X2FIRE-STOP
LEDGER INSTALLED TOO LOW
USPHTAI6@32"O.C.
FL#17680
AT TRUSSES PARALLEL
(VERIFY W/T UMAXS
SECTION DETAIL
TO EXTERIOR WALL
PLAN) FL#1 7680
AT PARALLEL / PERPENDICULAR
5
PRE-ENG FLOOR TRUSSES
NOT USED
SCALE:3/4"-r-o"
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
STRAP TRUSS TO PL.
AT FIRST TWO BAYS 4'-0" O.C. (AT
® PRE-ENG'D WOOD
SEE SCHED. BELOW
ROOF TRUSS—)
SHEATHING SEAMS) (BLOCKING
TRUSS (TYP)
@ 24" O.C.
NOT SHOWN FOR CLARITY)
MAX
0
2X4 DIAGONAL BTM. CHORD
PER ELEVATION
BRACING. SEE PLAN FOR
FOR STRAPPING
PRE-ENG ROOF TRUSS
LOCATION
VERIFY
{
W/ TRUSS PLAN
TRUSS TO TOP PLATE
5/8" GYPSUM BOARD OR 1/2" HIGH
SECURE 2x8 PT. PLATE TO BLK
'
A- USP MTW-12 U < 1195 LBS
STRENGTH CLG. BOARD
4x4t4x6 SYP NO. 2
W/ 1/2" DIA. ANCHOR BOLT W/ 2"
I .'
W/ (14) 10d GALV. COMMON
SECURE TRUSS TO TOP PLATE wi (2)
WOOD POST TO
WASHER SET IN HIGH
NAILS.
16d TOENAILS
SLAB. SEE
STRENGTH EPDXY 6"
B - (2)USP MTW-12 U < 2390
DOUBLE TOP PLATE
SCHEDULE
EMBED. AT 32" OC MAX.
LBS 1 Od GALV.
BELOW FOR
SECURE GABLE TO 2x8 P.T.
COMMON NAILS EA.
2x4 OR 2x6 WOOD BEARING
CONNECTION
PLATE W/ 12d's 8" O.C. MAX
WALL W! SYP No 2 STUDS SEE
FL#17239
PLANS FOR SPACING. SINGLE
CONC. POURED
BTM. PLATE TO BE PT.
LINTEL COURSE
PROVIDE DBL. TOP PLATE
0.
PROVIDE BLOCKING
0.
USP SPTH4 OR SPTH6 BTM
1/2" GYP WL. BD.
AND TOP PLATE ANCHORS W/
SECURE BT. PLATE TO SLAB W/
10d x 1 1/2" COMMON NAILS
1/2"x9" WEDGE ANCHOR W/ 2'
FILL ALL HOLES, DO NOT USE
WASHER SET IN HIGH STRENGTH
TRUSS/VVOOD POST CONNECTIONS
TRUSS OBEC STALLE(2)10d's@EACH
TRUSS TO BE INSTALLED 10'-0" O.C. MAX.
10d x 3'
EPDXY 5-1/2" EMBED. MIN. @ 16°
10a 10b 1 OC SCALE. 3t4"=1'-0"
OC MAX.
GABLE END BRACING W/ PRE-ENG
GABLE TRUSS @ CMU WALL
�a
TRUSS TO POST CONNECTION
8
SCALE 3/4"=1'-0"
°
° b
A - USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS FL#17244
•
B - USP HTW-20 U < 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244
C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV.
COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12) 10d
COMMON NAILS BACK. (1) 518"` A.T.R. TO PHD4A AND (10) WS3 WOOD
SCREWS TO POST FL#17240/FL#172419
TRUSS
CONNECTION @ L.B.W.
POST TO SLAB CONNECTION
9a 9b SCALE 3/4"=1'-0"
A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239
USP PAU46 POST BASE <U.2,265 G:13,815 W/ 518 DIA. x 6" EXP. BOLT FL#17239
C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB
& (20) 16d x 2-1/2" NAILS TO POST. FL#17324
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-7746078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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svHDIV. 8e LOT:
CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL•
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHRECT-
STATE OF FLONDA
lik
:.....
DAFT,:: 05 /15 /18
SCALE: 1/4"=1'-0"
SHEET
�j
S3. 1B
-'pile co
39'-8"
5,_8„ 17'-4" 14'-0" 2'-8„
0 L-
rlA
1 4
2.1 2.1
0
N
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V 10'-0 3/4"
E TOP OF DECK
17
E
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0
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0
0
i
10'-0" 8'-0"
R
-v
5,_4„ 12'_4" 4.0"
21,_8„
39'-8"
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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svHDIV. ee LOT:
CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE;
SECOND
FLOOR PLAN
L60 MPH EXP. C
ARCHITECT=
STATE OF FLORIDA
D �T 05/15/18
SCALE: 1/4"=1'-0"
!SHEET
S 4
LAP TOP PLATE A MIN. OF 4£
AND NAIL W/ 16d COMMON
NAILS, 2-ROWS, 4" O.C. BTM.
LAP TO OCCUR OVER STUD
3/4" DIA. x 8" MIN. EXPANSION -
BOLT W/ 3x3 OVERSIZED
WASHERS PLACED 16" O.C. 4"
MIN. CONC.EMBEDMENT
2x MID -HEIGHT BLOCKING -
AND ANY PLYWOOD SEAMS
W/ (2) 16d TOE -NAILS, EACH
END
USP RT16A W/ 10d x 1 1/2"
GALV. COMMON NAILS, FILL
ALL HOLES
FL#17236
t'LH I C JYLII.0 IVIUJ I
OCCUR OVER STUD,
4"
7rTYP.
SEE SCHEID
FOR # STUDS
UNDER
HEADER
(o
SEE SCHED -
FOR # FULL
2x STUDS
2x HEADER SEE PLAN FOR SIZE
AND QUANTITY PROVIDE 1x
WOOD OR 1/2" PLYWOOD
FILLER(S). NAIL ALL TOGETHER
W/ 16d COMMON NAILS,
2-ROWS, 6" O.C.
SHORT 2x STUDS
BETWEEN HEADER ABOVE AND
FRAMING DIRECTLY ABOVE
WINDOW
SHORT 2x STUDS
BENEATH WINDOW SILLS
2x HEADER SEE PLAN FOR —
SIZE AND QUANITY
PROVIDE 1x WOOD FILLER(S).
NAILS ALL TOGETHER W/ 16d
COMMON NAILS, 2-ROWS, 6"
O.C.
VI/ IV vvr IUUAJ llnl-vI v�lvllvl� IV
NAILS, (7) EACH END TOTAL OF 14
NAILS. APPLIED TO INSIDE FACE
ONLY FL#17244
(1) 2x FLAT TOE NAILED TO
JACK STUDS
4" 4" ; 3X3 OVERSIZED WASHERS PLACED
TYP. TYP. 32" O/C 6" MIN CONC.EMBED.
16" MAX.
PROVIDE (3) STUDS @
CORNERS LAP TOP
PLATE MEMBERS
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR SHEATHING
FASTENER SCHEDULE"
Cl
4"
TYP.
DEL. TOP PLATE
CONT.
2x6 BLOCKING FOR SHUTTER
INSTALLATION. PROVIDE 1/2"
PLYWOOD FILLER(S). NAIL
ALL TOGETHER W/ 16d
COMMON NAILS, 2-ROWS, 6"
O.0
(1) 2x6 FLAT TOE NAILED TO
JACK STUD 2x NAILED INTO
INSIDE AND OUTSIDE PLY OF
FILLER BELOW W/ 16d
COMMON NAILS, 6" O.C.
2x6 BLOCKING FOR SHUTTER
INSTALLATION. PROVIDE 1/2"
PLYWOOD FILLER(S). NAIL
ALL TOGETHER W/16d
COMMON NAILS, 2-ROWS, 6"
2x MID -HEIGHT BLOCKING
AND ANY PLYWOOD SEAMS
W/ (2) 16d NAILS EACH END
16" MAX.
v v
(3) 2x12 HEADER PROVIDE
1/2" PLYWOOD FILLER(S). NAIL
ALL TOGETHER W/ 16d
COMMON NAILS, 2-ROWS, 6"
O.0
DBL. TOP PLATE
CONT.
(5) 2x STUDS IN CORNER. NAIL
THE (3) CORNER STUDS
TOGETHER W/ 16d NAILS, 3"
O.C.
2x STUDS
SPACING SPECIFIED
ON PLANS
(4) 2x STUDS IN CORNER. NAIL
THE (3) CORNER STUDS
TOGETHER W/ 16d NAILS, 3"
O.C.
NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE
NUMBER OF KING STUDS
EACH END OF HEADER
SPAN
HEADER SIZE
(2) 2x6
(3) 2x6
(2) 2x8
(3) 2x8
(2) 2x10
(3) 2x10
(2) 2x12
(3) 2x12
STUD SPACING @ 16" QC
STUD SPACING @ 24" CC
0 - 2ft
w
0
0
�0
U
Q
2 2x4
2 2x4
2 2x4
(3) 2x4
(3) 2x4
SEE PLAN
SEE PLAN
SEE PLAN
SPAN
KINGS
SPAN
KINGS
2x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
(3) 2x6
0-2ft
1
0-2ft
1
3 - 4 ft
2x4
2x4
2 2x4
2) 2x4
2 2x4
(3) 2x4
(3) 2x4
SEE F'_AN
2x6
2x6
2x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
(2) 2x6
3 - 4 ft
2
3 - 4 ft
2
5 - 6ft
2x4
2x4
2x4
2)2x4
2 2x4
2) 2x4
2 2x4
(2) 2x4
5 - 6ft
3
5 - 6ft
2
2x6
2x6
2x6
2x6
2x6
(2) 2x6
(2) 2x6
(2) 2x6
7-8ft
3
7-8ft
3
7 - 8ft
2x4
2x4
2x4
2x4
(2) 2x4
2) 2x4
(2) 2x4
(2) 2x4
9 - 10 ft
5
9 - 10 ft
3
2x6
2x6
2x6
2x6
2x6
2x6
2x6
(2) 2x6
9-loft
2x4
2x4
2x4
2x4
2 2x4
2) 2x4
2 2x4
(2) 2x4
10 - 12 ft
5
10 - 12 It
4
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
10 - 12 ft
2x4
2x4
2x4
2x4
2x4
2) 2x4
(2 2x4
2) 2x4
2x6
2x6
2x6
2x6
2x6
2x6
2x6
2x6
TYPICAL EXTERIOR WOOD FRAME
WALL CONSTRUCTION DETAIL
NAIL STUDS �NAILSTUDS
TOGETHER W/ TOGETHER W/
12d @ 6" O.C. 12d @ 6" O.C.
PROVIDE (3) STUDS @
CORNERS LAP TOP
PLATE MEMBERS
PLYWOOD SHEATHING, SEE
"ROOF/WALL/FLOOR SHEATHING
FASTENER SCHEDULE"
1/2" DIA. USP 725OSD
BOLTS 5" MINIMUM
EMBEDMENT INTO GROUTED
CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
NAIL STUDS
TOGETHER W/
12d @ 12" O.C.
C2
EXTERIOR MASONRY/WOOD
CONNECTIONS
1/2" DIA. USP 7250SD
BOLTS 5" MINIMUM
EMBEDMENT INTO GROUTED
CELL, 4" FROM ENDS AND
16" O.C. VERTICALLY MAX
SCALE: 1 1/2"-
u
Ah
Fml
16" MAX.
PROVIDE (3) STUDS @
CORNERS LAP TOP
PLATE MEMBERS
NAIL STUDS
TOGETHER W/
12d@6"O.C.
PLYWOOD SHEATHING, SEE —
"ROOF/WALL/FLOOR SHEATHING
FASTENER SCHEDULE"C3
E: 3/4"=1'-0"
1441 N. RONALD REAGAN Bl
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
1 AA #: 0003325
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STJHDIV. & LOT:
CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP.
ARCHITECT
STATE OF FLORIDA
ROLArD A ABOLK> ACRA
AR NO 93723 J
05/15/18
I SCALE: 1/4"=l'-0"'
SHEET
S4.IA
37'_6"
33'-8"
27'-8"
23'-4"
16'-4"
1 V-2"
6'_2"
2'-4"
0Ell El Ell El 0 0 o
00
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N
SD
61
N
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N
�r
(V
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0id0 0
3'-4"
10'-4"
14'-2"
i
2- 9"
---------
SECOND FLOOR DOWEL PLAN
SCALE: 1/4" = V-0"
1441 N. RONALD REAGAN BLVD.
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
U
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Su19DIV. & LAT:
CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL:
4EHB
"2605-HAYDEN"
C�ARACiE SWIIVC;F:
RIGHT
PAGE:
SECOND FLOOR
DOWEL PLAN
60 MPH EXP.
ARQ- R T-
STATE OF F NDA
DA ET 05/15/18
SCALE: 1/4"=1'-0"
SHEET
S4.2
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED WI (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL- FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM Y-O", FINISH FLOOR, UNLESS
NOTED OTHERWISE.
HEADER SCHEDULE
MARK
SIZE &
REMARK
DESCRIPTION
(D
(2) 2X8
BEAM SCHEDULE
RRRZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB
ABBREVIATIONS
E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT
MARK
DESCRIPTION
Pc
(psi)
SIZE
W'xH'
REINFORCEMENT
STIRRUPS
REMARKS
BTM.
TOP
MID
SIZE
SPACING
BS1
MASONRY
3000
8x16
—
(1) #5
(1) #5
N/A
—
GROUTED SOLID
BB2
MASONRY
3000
8x8
—
(1) #5
—
N/A
—
GROUTED SOLID
"CAST-CRETE" SAFE LOAD TABLES
SAFE GRAVITY LOADS
FOR
8" PRECAST
& PRESTRESSED
U-LINTELS
SAFE LATERAL
8" PRECAST & PRESTRESSED
LOADS
FOR
U-LINTELS
SAFE UPLIFT LOADS
FOR 8"
PRECAST
& PRESTRESSED
U-LINTELS
40111w�
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
SAFPLF
C�Cmm
SAFE
LOAD
-POUNDS
PER
LINEAR
FOOT
TYPE
LENGTH
8U8
M-OB
BF12-OB
BF16-OB
OF20-09
BF24-OB
8F2"B
BF32438
TYPE
LENGTH
8U8
8F8
RCMU
TYPE
LENGTH
8FB-17
BF12-iT
BF16-iT
BF20-iT
8F24-iT
BF28-IT
BF32-1T
8F8-1B
BF12-1B
BF18-1B
8F20-16
SF24-13
MBAs
8F32-18
BF8-2T
BF12-2T
81`16-2T
BF20-2T
BF24-2T
BF28-2T
BF32-2T
3'-6" (42") PRECAST
2231
3069
3719
5163
66C7
8054
9502
10951
3'-6" (42') PRECAST
025
024
598
3'-6" (42') PRECAST
1569
2655
3524
4394
5263
6132
7001
3069
4605
6113
7547
8974
10394
11805
1569
2655
3524
4394
5263
6132
7001
4'-0" (48") PRECAST
1966
2561
2751
3820
4890
5961
7034
8107
4'-0" (48') PRECAST
765
763
1309
4'-0" (48') PRECAST
1363
2305
3060
3615
4570
5325
6079
2693
4605
6113
7547
8974
10394
11809
1363
2305
3060
3815
4570
5325
6079
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
4'-6" 54" PRECAST
( )
592
591
1073
1
4'-6" (54') PRECAST
1207
2040
2707
3375
4043
4711
5379
2189
4375
6113
7547 p;
8672 1
70294
11609
1207
2040
2707
3375
4043
4711
5379
5'-4" (64") PRECAST
1217
1349
1438
1999
2560
3123
3686
4249
5'-4" (64") PRECAST
411
411
745
5'-4" (64") PRECAST
1016
17151,,
2276(4)
2838
3399
3961
4522
1663
3090
5365
7547M
734Z,s,
E733„ 3)
10127;,; )
1016
7715
2276
2838
339.+
3961
4522
5'-10" (70") PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
5'-10" (70") PRECAST
340
339
616
5'-10" (70') PRECAST
909
1567p3,
2080s)
2593 )
3107 p)
3620 4
4133 tp
1451
2622
4360
7168s
8036:-3�.
7161 ps)
632820)
929
1587
2080
2593
3107
3820
4133
6'-6" (78") PRECAST
908
7238
2177
3460
3031
3707
4383
5061
6'-6" 78" PRECAST
( )
507
721
490
6'-6" 78" PRECAST
( )
B35(12)
1407p)
186a2i,
2329,3
2790,,,E
3251(1,
3712,m
1238
2177
3400
5381
8360
10394M
8825„4)
635
1407
1868
2329
2790
3251
3712
T 6" (90") PRECAST
743
1011
1729
2632
2205
2698
3191
3685
T 6" 90" PRECAST
( )
424
534
363
T-6" 90" PRECAST
( )
727 [a)
1065�
16242,)
20252s
2426p)
28272s
322E 24)
1011
1729
2661
3E9E
5661
8467u
6472rys
727
1224
1624
2025
2428
2627
3226
9'-4" (112') PRECAST
554
699
1150
1825K1684
3486
2818
3302
9'-4" 112' PRECAST
(
326
512
230
9'-4" (112") PRECAST
591
70625
11364
147434
181534
215734
250034
752
1245
1843
3486
4705�-
E390 )a,)
591
862
1316
1843
1969
2294
2619
10'-6" (126') PRECAST
475
535
Ego
7247
2777
2163
2536
10'-6" 126" PRECAST
( )
284
401
180
10'-6" 126" PRECAST
( )
s3o
575 24
916 p3)
1188,p,)
1461 3„
S736ps
2011,33)
643
1062
1533
2781
3843�
4754 )nq
530
695
11803n
1472 ,44
1763
2055
2346
11'-4" (136') PRECAST
362
582
945
1366
2423
3127
4006
11 -4 (136) PRECAST
260
452
154
11'-4" (136') PRECAST
474
504 23
800 32
103722)
127432
1513(32)
1753,n)
see
say
136s
zaza
3127
4606
494
607
1042),o)
1372 n)
1643 3
1915161
2187 s
12'-0" (144') PRECAST
337
540
873
1254
2193
2e05
3552
17-0" (144') PRECAST
244
402
137
12'-0" (144') PRECAST
470 p)
45823,
724,3E
938 (3
115332
1369p2
1585,32
540
873
1254
1684
2193
2805
3552
470
550
940 io)
1302 ,5
1560)13)
18181„)
2075 o
13'4" (160") PRECAST
296
471
755
1075
1428
1838
2316
2883
13'-4" (160') PRECAST
217
324
110
1
13'4" (160') PRECAST
418 is
386(22)
607 30
785 30
964,)
114331
1323 ,
471
755
1075
1428
1838
2316
2883
428
460
780 i2
'1159 ,
1418(2a)
165a,3)
1887,17,
14'-0" (168') PRECAST
279
424
706
1002
1326
1697
2127
2630
14'-0" (168') PRECAST
205
293
100
1
14'-0" (168') PRECAST
384+6)
3582,)
560(29)
724,3c)
889,,,
1054,3,E
1220po)
442
706
1002
1326
1697
212.
2630
410
425
717 p)
106301
1358R3
1582,22E
1807 2,
14'-8" (176') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
14'-8" (176') PRESTRESSED
N.R.
284
91
14'-8" (176') PRESTRESSED
239
334 (21)
520(29)
672 �
825 29)
978 p)
1131,30
458
783
1370
1902
2245
2517
2712
246
395
683
980 (2o)
13032
1518-.s
1734 z4
15'-4" (184') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
15'-4" (184') PRESTRESSED
N.R.
259
83
15'-4" (184') PRESTRESSED
224
3132o)
486n)
62729)
76923)
91129)
1054p
412
710
1260
1733
2058
2320
2513
230
368
616
908 (2n)
12401281
1460,27
166826)
1T-4" (208') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
-4 PRESTRESSED
17'" 208'
(
N.R.
194
64
17-4" 208' PRESTRESSED
( )
187
263 is
405,26
521 in
63E 27
756 27,
873 27
300
548
00
1326
1609
180
2047
192
306
506 0)
740
1005(27)
1271(31)
1473,31
(232") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
19'-4" (232') PRESTRESSED
N.R.
148
52
19'-4" (232") PRESTRESSED
162
229 i,
34E 23
447 p5)
547(25)
647 )�
747 (2,)19'-4°
235
420
750
1037
1282
1515
1716
166
263
429 p
623 (18)
841 (26)
1059(m)
1227po
21'-4" (256) PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
21, 4" (256) PRESTRESSED
N.R.
125
42
21'-4" (256') PRESTRESSED
142
204 (is)
307 ro
393 23)
480 23
568 24)
655 24)
180
340
558
845
1114
1359
1468
142
232
373 ,
537 17
721 2e
905 2e
1048,9)
22'-0" (264') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
22'-0" (284') PRES ,RESSED
N.R.
116
4Q
22'-0" (264') PRESTRESSED
137
197 hs)
295 22
379 v
462 z3
546 23
630 zn
65
315
059
784
1C47
1295
1399
137
223
368
513 „7)
688 24,
863 �
999 ,2e)
24'-0" (288') PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
24'-0" (288') PRESTRESSED
N.R.
91
33
24'-0" (288') PRESTRESSED
124
179 (14,
217 21
342 21)
416 21)
492 21)
567
z9
259
450
s5a
Ea4
109z
1222
124
202
319 (7)
455 )16).
606 r23)l
757 (27)1
876 i2T)
(#) THE NUMBERS IN PARENTHESIS
REDUCTIONS FOR GRADE
40 FIELD
ARE
ADDED
PERCENT
REBAR.
(#) THE
REDUCTIONS
NUMBERS
IN
FOR GRADE
PARENTHESIS
40
ARE
FIELD ADDED
PERCENT
REBAR.
- ALL VALUES TAKEN FROM "SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE
- ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4" OF BEARING PAST EACH SIDE OF WINDOW OPENING
PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE
DIVISION ACCEPTANCE #: 16-0126.03
�I1 NN1 1NUV YW4 444 tiRn. fY4 r1a, ,Vs ?%Vi 0.W'. NTTK N'UAC SB Y53 LfNV 1WN'+ 1 - �'� "�= 44 1NT �� -,—. m.. .S u1NV 1M& HYF x> ;� ffiN'n AL5 yyV 1W4 Y44 .C,�P 4n2 fo 'ANk, MNN *R, 1`f1v
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d 1110.
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3 4p
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GT R
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1,
4'
,. U.N.O. PROVIDE BB2 WHERE
ROOF TRUSSES BEAR,
TOP OF WALL EL 18'-8"
_
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8F16-1 T/OM/OB 8F16-1 T/OM/OB
----------
SECOND FLOOR FLOOR LIFT BEAM PLAN
SCALE: 1/4" = V-0"
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
AA #: 0003325
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W
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6
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CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWINGE:
RIGHT
PAGE:
SECOND
FLOOR
LIFT BEAM
PLAN
60 MPH EXP.
ARCH "ECT-
STATE OF FLORIDA
• : • • A �'
• •�
DA ET 05/15/18
SCALE: 1/4"=f-0"
SHEET
S 5
FRAMING NOTES:
1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE
CONCRETE TO WOOD ROOF: USP DTC W/ (13) 10d x 1 1/2" HDG NAILS.
SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO
WOOD FLOOR:
USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD:
USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES.
2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER
SCHEDULE.
3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE
MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS
ARE TO BE GALVANIZED.
5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL
MANUFACTURER SHOWN IN STRUCTURAL PLANS.
6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND
CLEAR SPAN OPENINGS.
7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4").
8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE
SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS
LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND
APPROVAL.
9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES
SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED
FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C.
10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END
UNLESS OTHERWISE SHOWN DIFFERENT.
11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON
RATIONAL ANALYSIS.
12. ALL ELEVATIONS ARE REFERENCED FROM 0'•0", FINISM FLOOR. UNLESS
NOTED OTHERWISE.
TRUSS MANUFACTURER / ENGINEER NOTES:
1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SMALL BE
FABRICATED W/ A 2x6 BTM. CHORD (MIN.)
2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS
WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT
SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES.
3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO
TRUSS CONNECTIONS.
4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN.
MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN.
COLUMN SCHEDULE
MARK
SIZE &
BASE PLATE OR
REMARK
DESCRIPTION
REINFORCEMENT
WD-1
4X6 (3 y"x5 Y") SYP.
PAU46 W/5/8" DIA x 5"
5/S3.1A
PT., WOOD POST
EXP. BOLT
L
2 PLY
U:-2072
G: 3113
2 PLY
U:-1500
G:3800
ROOF FRAMING PLAN
SCALE: 1/4" = l'-0"
2 PLY
U:-2040
G: 3084
U:-900
G:2100
1 PLY
U:-1050
G:2600
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abrdesigngroup.com
AA #: 0003325
F
W
v
W
0
Q
A
64
SvBDI . ac LOT:
CREEKSIDE
LOT 32
PROZECT#
03900.009
MODEL:
4EHB
"2605-HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
ROOF
FRAMING
PLAN AND
NOTES
60 MPH EXP.
ARCHITECT-
STATE OF FLORIDA
PRINT DATE: 05/15/18
SCALE: 1/4"=1'-0"
SHEET
s6
(1 OR 2) USP RT16A WHEN INSTALLING (1) USP
OR WITH RT16A ON THE INSIDE (1 OR 2) USP LUGT2
TRUSS ANCHOR TRUSS
1 A CH NAILS TO FASTEN EACH STUD TO DBL. TRUSS ANCHOR WITH
TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE
TRUSS AND 10dx3" HDG NAIL PER MANUF. SPECS. "ROOFNVALL/FLOOR 10dx1 1/2" GALV. COMMON "ROOFNVALL/FLOOR
NAILS TO SHEATHING NAILS, FILL ALL HOLES. SHEATHING
TOP PLATE. FIRST ONE FASTENER SCHEDULE" FIRST ONE FASTENER SCHEDULE"
APPLIED TO INSIDE FACE APPLIED TO INSIDE FACE
OF WALL. IN ADDITION, OF WALL. IN ADDITION,
ADD (4) 16d TOE -NAILS, 2 ADD (4) 16d TOE -NAILS, 2
EACH SIDE OF TRUSS. EACH SIDE OF TRUSS
2x WOOD FASCIA SEE 2x WOOD FASCIA SEE rrRPLIFT
ARCHITECTURAL 2x6 ARCHITECTURAL 2x6 OT SHOWN
SECURED W/ (2) 16d SECURED W/ (2) 16d SEE SHOP
GALV. COMMON NAILS. ENGINEERED WOOD GALV. COMMON NAILS. ENGINEERED WOOD
1x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d TRUSSES @ 24" O/C,
GALV. COMMON NAILS SUBMIT SHOP DRAWINGS GALV. COMMON NAILS SUBMIT SHOP DRAWINGS STUD TO
12" O/C FOR REVIEW 12" O/C FOR REVIEW DBL. TOP PLATE W/ USP
AND APPROVAL AND APPROVAL SPT24 NAIL PER MANUF.
SPECS.
2x STUDS 2x STUDS
2x BLOCKING 2x BLOCKING
AT ALL PLYWOOD AT ALL PLYWOOD
SEAMS AALLOWABLE UPLIFT= 1160 LBS (1 STRAP) SEAMS AALLOWABLE UPLIFT= 2260 LBS (1 STRAP) TOP PLATE ROLLOVER
B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS)
3 STRAP DETAIL NOT USED
SCALE: 3/4"=1'-0" A
TYPICAL TRUSS/GIRDER CONNECTOR(S) SSITMPI�CgAl_ GIRDER/TRUSS CONNECTOR(S)SCALE 3/4"=1'-0" SCALE: 3/4"=1'-0"
PRE-ENG GABLE TRUSS
2x4 BLOCKING BETWEEN TRUSSES
AT FIRST TWO BAYS 4'-0" O.C. (AT
SHEATHING SEAMS) (BLOCKING
NOT SHOWN FOR CLARITY) TRRUUSSSS (TD WOOD
TRUSS @ 24" O.C.
® MAX
2X4 DIAGONAL BTM. CHORD FOR STRAPPING
VERIFY
BRACING. SEE PLAN FOR
W/ TRUSS PLAN
LOCATION o
SECURE 2x PLATE TO WALL
W/ 3/8"x6" THRU-BOLTS @
32" O.C. MAX THEN SECURE
GABLE TO 2x4 PLATE W/
12d's 8" O.C. MAX OR
SECURE GABLE TO DBL TOP
PLATE W/ USP HGA10KT
@ 24" O.C. MAX
2x STUDS
CONT. 2x4 SECURED W/ R) 10d's @ EACH
TRUSS TO BE INSTALLED @ 10'-O" O.C. MAX.
GABLE END BRACING W/ PRE-ENG
2x STUDS GABLE TRUSS @FRAME WALL
5 SCALE:
1441 N. RONALD REAGAN BL
LONGWOOD, FL 32750
PH: 407-774-6078
FAX: 407-774-4078
www.abdesigngroup.com
L AA #: 0003325
F
W
U
W
0
w
q
r4
ti
suigDIV: 8c LOT:
CREEKSIDE
LOT 32
PROJECT#
03900.009
MODEL:
4EHB
"2605—HAYDEN"
GARAGE SWING:
RIGHT
PAGE:
DETAILS
60 MPH EXP. JQ
ARCFF ECT:
STATE OF FLORIDA
DATE: : 05/15/18
DATE:
SCALE: 1/4"=1'-0" l
SHEET
s6.1
Fjle