07-69R-008BEAM SCHEDULE
TYPE
SIZE
REINFORCEMENT
TIES
REMARKS
USP TAPL16 STRAP W/13-10d NAILS IN STRAP
NEW T.B.
TOP
MIDDLE
BOTTOM
OR
STRAP W/11-10d NAILS IN STRAP. M-D PCN #00-0913.07
TBI
8- X 12-
2 #5
0
2 #5
STRAP) INTO EXIST. TIE BEAM. M-D PCN #00-1218.03
TB2
8* X 16*
2 #5
2 #5
2 #5
TB3
EXISTING
TB4
8* X 32'
2 #5
2 #5
2 #5
0
TRUSS STRAP ANCHOR SCHEDULE
MARK
ITEM
REMARKS
USP TAPL16 STRAP W/13-10d NAILS IN STRAP
NEW T.B.
& 6-10dx1 1/2" NAILS IN SEAT PLUS USP TA16
TRUSS CHORD
OR
STRAP W/11-10d NAILS IN STRAP. M-D PCN #00-0913.07
OB
2 - USP RTIST TWIST STRAPS W/7-16d NAILS (EA.
STRAP) IN TRUSS & 3-1/4w 0 x 2' 1/2* TAPCONS (EA.
EXIST. T.B.
H
STRAP) INTO EXIST. TIE BEAM. M-D PCN #00-1218.03
bottom chord truss bracing
8'-0" LONG MIN. 2*x4m WD BRACES LAPPED
OVER A MIN. OF TWO TRUSSES 0 ENDS
& NAILED TO TRUSSES W1 A MIN. OF 3-8d
NAILS 0 EA. TRUSS. BRACE SHALL BE
INSTALLED 0 A MAX. OF lO--O- O.C. ( TYP.)
EXIS7
EXISTIN(
ROOF TRUSS & FRAMING NOTES:
1. WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS OF
ALL TRUSSES TO ENGINEER FOR APPROVAL SEALED BY FLORIDA
REGISTERED PROFESSIONAL ENGINEER.
2. WOOD TRUSS MANUFACTURER SHALL COORDINATE WITH GENERAL
CONTRACTOR AND MECHANICAL CONTRACTOR TO PROVIDE
REQUIRED AIR CONDITIONING DUCT OPENINGS. ALL MODIFIED
TRUSSES SHALL SATISFY LOADING DESIGN CRITERIA.
3. FIELD ALTERATIONS OR REPAIR OF DAMAGED MANUFACTURED WOOD
TRUSSES SHALL BE ACCOMPLISHED ONLY WITH ENG. APPROVAL
4. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS.
5. REFER TO TRUSS MANUFACTURER'S ENGINEERING DRAWINGS FOR
ALL REQUIRED ROOF TRUSS TEMPORARY AND PERMANENT BRACING.
DETAILS, AND REQUIRED GRAVITY BRACING. REFER ALSO TO WIND
BRACING PLAN PREPARED BY STRUCTURAL ENGINEER.
6. ALL BRACING TO BE 2x4 HEM-FIR OR EQUAL, WITH A MINIMUM
FIBER STRESS OF 1000 PSI NAILED TO EACH INTERSECTING ROOF
TRUSS MEMBER WITH 2-16d NAILS, MINIMUM.
7. PROVIDE I x 3 WOOD FURRING, 16* OC. ATTACHED TO
UNDERSIDE OF TRUSS BOTTOM CHORD AT GARAGE
8. ALL BRACINGS DESIGNED TO SUSTAIN A WIND PRESSURE OF
110 MPH IN ANY DIRECTION (POSITIVE OR NEGATIVE).
9. LATERAL BRACING: DIAG(MALLY BRCE TRUSSES WITH 2 - 2 X 4s NAILED
w/ 2-16d NAILS TO MIN. 3 TRUSSES, AS FOLLOWS:
BRACE TYPE 1: EKE FROM GABLE ENOWALL TO A MIN. 3 TRUSSES.
LOCATE BRACING 10*-0* FROM CORNERS WITH BALANCE 0 MAX. 8*-0* OC.
BRACE TYPE 2: BRACE AT INTERIOR IN ROWS MAX 20*-0* APART, SPACED
PERPENDICULAR TO TRUSSES AT MAX. 10'-0" OC.
10. ROOF SHEATHING- 19/320 MINIMUM EXPOSURE I RATED; APA 32/16 PANEL
SPAN RATING NAILED WITH 8d COMMON NAILS AT 60 OC OVER SUPPORTS
AND 4* OC AT GABLE ENDS.
11. LUMBER USE FOR STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS
THAN 1000 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (FB).
FTR/BM CONNECTION
SCALE 3/4"
DOWEL 6- 05 INTO
EXISTING CONC. BEAM
AND SET IN EPDXY
8*X12" MIN. CONCRETE TIE BM.
W/4 15 W1 4 #3 TIES 0 12- O.C.
AT CORNERS & 480 O.C.
ELSEWHERE
30* MIN. OVERLAP
NEW CONC. COLUMN
8" CONC. BLK. WALL W/MIN. #8 LADDER TYPE
HORIZONTAL 0 EVERY SECOND COURSE OF MASONRY.
EXTENDED INTO TIE COLUMNS MIN. 4" EA. SIDE.
PROVIDE #5 0 48- O.C. VERTICAL IN GROUTED CELLS
TYP. AND AS SHOWN ON PLAN
4" THICK CONCRETE
SLAB W1 6-X6-,10/10 W.W.F.
ON NSQUEEN* VAPOR
BARRIER ON V MIN. WELL
COMPACTED FILL
30" MIN. OVERLAP
30m MIN. OVERLAP
NEW CONC. FOOTING
DOWEL 6- #5 INTO
EXISTING CONC. FOOTING.
USE NON-SHRINK GROUT.
EXISTING CONC. FOOTING
B\ G-1692
U=1328
MATCH EXISTING
ti
/ If
EXISTING ROOF
NNN
4
dol,
PIGGY BALK TRUSSES
LONGITUDINA; BRACING 0
10' O.C. (TYPICAL AS SHOWN
T13-3
--i-STAGGEREOptywebD--SHEATHNG-
fAS SHOWN
(TYP)
NEW ROOF
JT EN
lao —0
e5
L6
PREFAB POD TRUSSES
1 0 24! 0.11 TYP.
I/
fr
TOP CHORD OF TRUSS 0 AS NOTED ON
DRAWING O.C. OR TOP OF JOIST
rT it
j 41 J41 41 41
EACH SHEET OF 5/8- PLYWOOD TO BE SECURED W/#8
GALV. RING SHANK NAILS (5" 0 /C)/9 NAILS
IN EACH CHORD OF TRUSS OR JOIST
PLYWOOD SHEATHING
NAILING SCHEDULE
N.T.S. LOAD TABLE
ROOF
S,D.L - 2:5 PSF
SLL = 30 PSF
WIND LOAD AS PER ASCE 7-02
ROOF
NET UPLIFT ZONE I = 45.3-7 - -38.3 PSF
ZONE 2 & 3 - 63.93-7 - -57 PSF
WIND LOAD ON WINDOW
BASED UPON 10 SO. FT. AREA
ZONE 4 - +54.5 PSF -59.1 PSF
ZONE = +54.5 PSF -72.8 PSF
WIND LOAD ON DOOR
BM UPON 21 SO. FT. AM
Q\ 7nNr A . 46RI) I PSF -56.7 PSF 0 ZONE 5 - +521 PSF -67.9 PSF
EXISTING ROOF LINE
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m I U=1.669
PIGGY-BACK TRUSS
SCALE NTS
C--1'W3 �A
U=1.669
1111MEMEMA
TB-3 i ,r'
PIGS BACK TRUSSES
rr
NNN
LONGITUDINAL BRACING 0
EXIST. TRUSSES IN THIS AREA 1 /1 0
TO REMAIN 10' 0 . MAX (TYPICAL AS SHOWN)
1 "X16 GA.X16m LONG MT`L.
STRAP W/ (3) 10d NAILS
EA. END 0 48" O.C. MAX.
EA. TRUSS
PIGGY-BACK TRUSSES 0 24' O.C.
5/8" PLVD SHEATHING
MAIN TRUSSES
PIGGY BACK TRU! SES
NN,
# _ _ � DA-
U-1.669
B-4
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N,
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25'-IW
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ROOF FRAMING PL
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REVISION
No. DESCRIPTION DATE:
ENTRANCE 7-1-04
6/7/07
JOB No. 0326
CAD FILE: GUS
DATE: 12-29-03
S - 2
9 NAILS IN IACH
TRUSS CHORD
OR
JOIST
9 NAILS 0
H
END TYP.
j 41 J41 41 41
EACH SHEET OF 5/8- PLYWOOD TO BE SECURED W/#8
GALV. RING SHANK NAILS (5" 0 /C)/9 NAILS
IN EACH CHORD OF TRUSS OR JOIST
PLYWOOD SHEATHING
NAILING SCHEDULE
N.T.S. LOAD TABLE
ROOF
S,D.L - 2:5 PSF
SLL = 30 PSF
WIND LOAD AS PER ASCE 7-02
ROOF
NET UPLIFT ZONE I = 45.3-7 - -38.3 PSF
ZONE 2 & 3 - 63.93-7 - -57 PSF
WIND LOAD ON WINDOW
BASED UPON 10 SO. FT. AREA
ZONE 4 - +54.5 PSF -59.1 PSF
ZONE = +54.5 PSF -72.8 PSF
WIND LOAD ON DOOR
BM UPON 21 SO. FT. AM
Q\ 7nNr A . 46RI) I PSF -56.7 PSF 0 ZONE 5 - +521 PSF -67.9 PSF
EXISTING ROOF LINE
-C"47
m I U=1.669
PIGGY-BACK TRUSS
SCALE NTS
C--1'W3 �A
U=1.669
1111MEMEMA
TB-3 i ,r'
PIGS BACK TRUSSES
rr
NNN
LONGITUDINAL BRACING 0
EXIST. TRUSSES IN THIS AREA 1 /1 0
TO REMAIN 10' 0 . MAX (TYPICAL AS SHOWN)
1 "X16 GA.X16m LONG MT`L.
STRAP W/ (3) 10d NAILS
EA. END 0 48" O.C. MAX.
EA. TRUSS
PIGGY-BACK TRUSSES 0 24' O.C.
5/8" PLVD SHEATHING
MAIN TRUSSES
PIGGY BACK TRU! SES
NN,
# _ _ � DA-
U-1.669
B-4
N.,
N,
j
B 4
N-,
Z.. L —I— -A _lv!
25'-IW
2
V)
ROOF FRAMING PL
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to
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uj z 15
Lr) CL: I 'u z, I
cy-
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< 4
z ta 0.
F-
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a
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Z
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V)
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0 >
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< 0) 0
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r) (D
REVISION
No. DESCRIPTION DATE:
ENTRANCE 7-1-04
6/7/07
JOB No. 0326
CAD FILE: GUS
DATE: 12-29-03
S - 2