08-1250-008STRUCTURAL NOTES
1. - c.ODES
I.- FLORIDA BUILDING CODE. 2004 EDIT1ON
2-- AMERICAN INSTITUTE OF STEEL CONSTRUCTIONS "SPECIFICATIONS
FOR STRUCTURAL STEEL BUILDING - ALLOWABLE STRESS DESIGN AND
PLASTIC DESIGN', 1989.
3.- AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE" ACI 318-02.
4.- AMERICAN FOREST AND PAPER ASSOCIATIONS " NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION-, 1991 ("NDS ").
5-- AMERICAN CONCRETE INSTITUTE" BUILDING CODE REQUIREMENTS FOR
MANSONRY STRUCTURE" ACI 530-02 (ACI 530)
6-- MINIMUM DESIGN LOAD FOR BUILDING AND ETHER STRUCTURES
ASCE 7-02.
11. - MATERIALS
UNLESS OTHERWISE SHOWN OR NOTED ON DRAWIM
1. - STRUCTURAL STEEL .. . .............. . ASTM A 31L
C
AN HOR BOLTS.U.O.N ................. ASTM A 307.
2.- CAST4N- PLACE CONCRETE
FOUNDATION ......................... 3 KSI NORMAL WT.
SLABS ON GROUND .................. 3 KS1 NORMAL WT.
COLUMNS AND BEAMS .................3 KCSI NORMAL WT.
3.- REINFORCEMENT
DEFORMED BARS ................... ASTM A615. GRADE 60.
WELDED WIRE FABRIC....... .... ASTM AIM GRADE 60.
4.- WELDING ELECTRODES ............... E7U= LOW HYDROGEN.
BOLTING MATERIALS ................. ASTM A325 OR AM.
UAN
6.- FRAMING LUMBER, .............. DOUGLAS FR OR
SOUTHERN YELLOW
PINE No2.19% MAX
MOISTURE CONTENT.
PC= PSI MINIIMUM.
NOMINAL SIZE DIED
111. - GENERAL 848.
1. - NOTE. TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL
WORK UNLESS OTHERWISE NOTED FOR CONDITIONS NOT SPECIFICALLY
SHOWN. PROVIDE DETAILS OF SIMILAR NATURE VERFY APPLICABLITY BY
SUBMITTING SHOWN DRAWING FOR REVIEW.
2.- STRUCTURAL DRAWING SWILL BE USED IN CONJUNCTION WITH THE
SPECIFICATIONS. ARCHITECTURAL AND MECHANICAL DRAWIN & IF THERE IS
A D93CREPANC.'Y BETWEEN DRAWINGS IT IS THE CONTRACTORS
RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO FORMING WORK
3. - DO NOT SCALE DRAWINGS TO OBTAIN DIIMENSIOWAIL INFORMATION.
4.- SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR
WATERPROOFING AND FIRE PROOFING DETALS AND REQUF634 ITS.
5- - AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY PERSON AND
PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE OR REVIEW OF
WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTORS
MEANS OR METHODS OF CONSTRUCTION. DRAWINGS HAVE BEEN
PREPARED BASED ON AVAILABLE KNOWLEDGE OF EX116MG.
6-- CONDITIONS IF. DURING EXCAVATION OR CONSTRUCTION ACTUAL. ARE
DIISC VERED TO DIFFER FROM THOSE 0011 ATED ON DRAWINGS.
ENGINEER SHALL BE NOTIFIED
IV. - CONCRETE NOTES
I.- REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS
FOLLOWS, U.O.N. IN DRAWINGS.
CONCRETE POURED AGAINST EARTH ................... 3"
CONCRETE EXPOSED TO EARTH OR WEATHER
'5 OR SMALLER ............................ 1 -10
V OR LARGER .. .............................2"
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND.
COLUMNS (TIES AND MAIN REINFORCING) .....1 -1/2"
SLABS, WALLS, JOINTS, '11 OR SMALLER ...... 314"
BEAMS (STIRRUPS AND MAIN REINF.) ........1 -1/2"
CLEAR COVER SHALL BE SHOWN ON ALL REBAR DETAIL
DRAWINGS.
2.- ALL REINFORCEMENT SHALL BE SECURELY HELD IN POSITION WHILE
PLACING CONCRETE IF NECESSARY, ADDITIONAL BARS SHALL BE PROVIDED
BY THE CONTRACTOR TO FURNISH SUPPORT.
3.- THE CONTRACTOR SHALL VERIFY THE DIMENSIONS AND LOCATIONS OF ALL
OPENINGS, PIPES SLEEVES, ETC ...AS REQUIRED BY ALL TRADES, BEFORE
THE CONCRETE IS POURED. THE CONTRACTOR SHALL CONSULT THE
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, AS WELL AS
THE STRUCTURAL DRAWING FOR THE LOCATION, NUMBER AND SIZE OF ALL
OPENINGS, SLEEVES, ETC ...HOWEVER, OPENINGS NOT SHOWN ON THE
STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY
THE STRUCTURAL ENGINEER IS OBTAINED.
4.- LOCATION OF ALL CONSTRUCTION JOINTS NOT SHOWN IN DRAWINGS
SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO DETAILING
OF REINFORCING. ALL CONSTRUCTION JOINTS TO BE CLEARLY SHOWN IN
REBAR DETAIL DRAWINGS. ENGINEER MAY REQUIRE ADDITIONAL
REINFORCING AT CONSTRUCTION JOINTS.
5- - CONCRETE FINISH FOR SLAB ON GROUND SHALL BE "LIGHT BROOM FINISH ".
CONCRETE FINISH FOR BEAMS AND COLUMNS SHALL BE "SMOOTH FORM
FINISH, ACI 301-89 (10.2.2).
V. - MASONRY NOTES
1. - HOLLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE
ASTM C90, ON GRADE N, TYPE I, NORMAL WEIGHT P'o =1900 P.S.I.
2.- MORTAR SHALL CONFORM TO ASTM C270, TYPE "M" OR "S" FOR
ABOVE GRADE, TYPE "M" FOR BELOW GRADE, P'm= 2500 P.S.I.
3.- GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C476 P"m= 3000
P.S.I. STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN
INCREMENTS NOT EXCEEDING 4 FEET VERTICALLY AND A SLUMP OF
9 "t 1".
4.- VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60
DEFORMED BARS MINIMUM LAP SPLICES SHALL BE 48 BARS Dia. AS
FOLLOWS ".
"3 BARS ...... 1'-6"
"4 BARS ...... Z4r
"5 BARS ...... 7-W
"6 BARS ...... 3'-0"
HORIZONTAL REINFORCING SHALL BE No. 9 GAGE, LADDER TYPE FOR
REINFORCED MASONRY AND TRUSS TYPE FOR ALL OTHERS, AND SHALL
BE PLACED EVERY OTHER COURSE U.O.N.
6.- ALL BLOCKS SHALL BE PLACED IN RUNNING BOND.
7.- REINFORCING SPLICES TO 46 BAR DU WETERS MINIMIUM.
6. - A SPECIAL INSPECTOR IS REQUIRED FOLL ALL GROUTING.
9. - MASONRY CONSTRUCTION PRISM STRENGTH Fm -15W P.S.1.
V1. - WOOD NOTES
1. - ALL WOOD IN CONTACT w/ CONCRETE, MASONRY OR LATH SHALL BE
PRESSURE TREATED AS PER "AMERICAN WOOD - PRESERVES
ASSOCIATION ".
2.- STRUCTURAL LUMBER SHALL HAVE A MINIMUM ALLOWABLE BENDING
STRESS OF P'b= 1200 P.S.I. FRAMING LUMBER SHALL BE SOUTHERN
YELLOW PINE No.2, NOMINAL SIZE DRESSED S4S OR APPROVAL EQUAL.
LUMBER SHALL BE FREE OF WARP THAT CAN NOT BE CORRECTED BY
BRIDGING AND NAILING.
40
u 1 IV
�0
TIE BEAM DROP DETA
N.T.S.
3*S ADDITIONAL. VERT.
REINF. AT CORNER
12" 12" 12" 2"
-- - _
4*5x5'O" CORNIER RE INF.
BARS BENT 30" EACH WAY
4 TIE TO THE UPPER *S
CONTINUOUS 5AR5 OF TIE
BEAM.
Wx12" CONCRETE
TIE ):SEAM W/4*5 MIN.
CONT. AND *3 TIE -
6 12" O.G. (Typ)
RT -2 G= 1,241.9 L55.
U= 1,741.1 L55.
ADD 2*5 PER
EVER"' 8" OF
TIE BEAM
DROP
11
8" CONC.
BLOCK
TIE 5EAM CORNER REINF. DETAIL
(Typ. Plan View) - NT5
N
RT -I G= 1,320 LBS
U= 1,080.5 L.BS
24' -5"
2"X41' W.J. 6 24" O /G.
/:' -1011
PROPOSED FRAMING PLAN
-2 * S IN 8''X8"
GONG.
RAKE BEAM.
1 * 5 VERT. REINF. FILL BLOCK CELLS
W / CONC. (TYP).
MASONRY BLOCK
�2 12
13
RAKE BEAM DETAIL
1/2"=1' r
SEE PLAN,
4 \
SCALE BASED ON 3S' x 24" PRINT
RT( #)T
FRONT VIEW SIDE VIEW
IS '
a
Lmi
UJD.
KING
AM
E5)
DESIGN CRITERIA.
GRAVITY CON0111C (s
LIVE LOADS .................. .............................30 M
DEAD LOAD.......
WIND COND 11ONS
ASCE 7-, C%WND0 /C ADDWG
EIL?0m CATBGOPY .......:..........- ......"C"
OCCUPANCY CATIMY.„„„ .. .............. A
146 KPB., 3 SBCONDS GUST.
1S W 11®. HOT. 10 PSF DEAD LOAD.
28.5 PSF NETUFM ('LONE 4
49.5 PSF NET UNM (ZONE2)
"B" BARS
6" TYP.
STIRRUPS OR TIES,
SEE 5CHEDULE FOR
TYPE, NUMBER AND
SPACING
2" TYP. ..8.. 5AR5-
CONT. "I" BARS
GONG. COL.
L4
NOTES: I. PLACE A MAXIMUM OF 2 BARS PER LAYER IN 8 "4I1DE BEAMS.
2. SPLICE TOP BARS AT MID SPAN W/ 30 BAR DIAMETER LAP SPLICES.
3. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAMETER LAP SPLICES.
4. PLACE "C" BARS OVER RIGHT -NAND SUPPORT, UNLE55 NOTED IN REMARKS.
5. "1" BARS A5 SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
11/2" CLR
TYP.
METAL GONNEGTORS SCHEDULE
MARK
TYPE
GREATER OF
GREATER OF
MANUR
FASTENERS
NOA
�u 03L1 OR 03!_2
0312 OR 031 3
I 51-AGING EA END
3 -1
6*16d GALV. NAILS
8" X 121'
®
RT20T
L3
U5P
41
U
8" X 12'"
L4 OR
#5 CORN BARS 30" LONG TOP 4
5OTT4 DRILL J "XS" LONG AND
EPDXY INTO EXISTING CONC. T.B.
3'-6"
3' -6" 3' -6" CONT.
3'-6" 3' -6"
IUNICNI =VER IS
_U-1
MIN.
_
MIN. - MIN. "T" BARS
MIN. MIN.
GREATER "p" BARS
SEAT 5 -I0d X 1 112"
3' -6" MIN,
uru n n
c
ii-u 'o n
c
"B" BARS
6" TYP.
STIRRUPS OR TIES,
SEE 5CHEDULE FOR
TYPE, NUMBER AND
SPACING
2" TYP. ..8.. 5AR5-
CONT. "I" BARS
GONG. COL.
L4
NOTES: I. PLACE A MAXIMUM OF 2 BARS PER LAYER IN 8 "4I1DE BEAMS.
2. SPLICE TOP BARS AT MID SPAN W/ 30 BAR DIAMETER LAP SPLICES.
3. SPLICE "I" BARS AT SUPPORTS W/ 30 BAR DIAMETER LAP SPLICES.
4. PLACE "C" BARS OVER RIGHT -NAND SUPPORT, UNLE55 NOTED IN REMARKS.
5. "1" BARS A5 SCHEDULED SHALL BE PLACED EACH SIDE OF BEAM.
11/2" CLR
TYP.
METAL GONNEGTORS SCHEDULE
MARK
TYPE
CONNECTOR
LOAD
MANUR
FASTENERS
NOA
NO.
TYPE
I 51-AGING EA END
3 -1
6*16d GALV. NAILS
8" X 121'
®
RT20T
1225*
U5P
4 -1/4" � X 31/4" L.
OI- 0912.05
8" X 12'"
4 * 5 CONT. W/ 4 * 3 5TIRRUP5 12'" O /C.
6 CORNERS, SAL. 6 45"01C.
#5 CORN BARS 30" LONG TOP 4
5OTT4 DRILL J "XS" LONG AND
EPDXY INTO EXISTING CONC. T.B.
EXIST
TAPCON SCREWS 6 EA. STRAP
6" X 12"
®
NVTH 16
13080
NU - VUE
STRAP 6 -I0d X 1 1/2"
04- 0510.03
2 * 5 CONT.
SEAT 5 -I0d X 1 112"
"X" : VERTICAL "X" BRACING COMPOSED OF
2X4'5 NAILED TO TRUSSES W/ 2 -16d
NAILS 6 EACH POINT OF CONTACT.
TO BRACING NEW TO EXISTING TRUSSES
"BR ": CONT. 2X4 WOOD BRACING NAILED TO
TOP OF EACH TRU55 BOTTOM CHORD
W 12 -16d NAILS SPACING EQUALLY AS
NOTED, MAX. 10' -0" AND RESTRAINED
EVERY 20' -0 ".
TO BRACING NEW TO EXISTING TRUSSES
CONCRETE 5EAM SC�IE:
MARK
TOP
ELEV.
51ZE
W x H
REINFORCING TIES OR STIRRUP
REMARKS
"B"
"T "
NO.
TYPE
I 51-AGING EA END
3 -1
4" ZONE 2 4 3
8" X 121'
2* 8
2* 5
* 3 STIRRUPS 6 8" O /C.
2' -0"
MAX.
TB
SEE PLAN
8" X 12'"
4 * 5 CONT. W/ 4 * 3 5TIRRUP5 12'" O /C.
6 CORNERS, SAL. 6 45"01C.
#5 CORN BARS 30" LONG TOP 4
5OTT4 DRILL J "XS" LONG AND
EPDXY INTO EXISTING CONC. T.B.
EXIST
SEE PLAN
6" X 12"
2 #5
2 *5
EXISTING
SEAM
SEE PLAN
811 X gl"
2 * 5 CONT.
.�T-UJOOD ROOF SHEAR SGHEIDUL
GRADE
FRAMING /TRU55
SPACING
MINIMUM PANE L
THICKNESS
NAIL SPACENG
COMMON
NAIL SIZE
REMARKS
6 DIAPHRAGM
50UNDRIE5
6 OTHER PANEL
EDGES
rED
4" ZONE 2 4 3
4" 6 ZONE
UNBLOCKED
11iG
OR EQUAL.
2' -0"
MAX.
5/811
NOM.
2 4 3
IOd
DIAPHRAGM
UNO-
SEE DTLS.
ro ZONE I
ro ZONE I
NOTES: I. (,INSTALL PLYWOOD PANELS AS SHOWN ON DETAIL BELOW:
BLOCKING (IF REQ'D.)
(DIRECTION OF
FRAMING WD. TRUSSES
OR FRAMING)
2. SPACE NAILS a 6" O.C. ALONG INTERMEDIATE FRAMING MEMBERS FOR ROOF,
3. ZONES 1,2 4 3 ARE AS SHOWN BELOW:
6' -O" INCLUDING C
i 1=1 rt-r
(INCLUDING 1' -0" OVERHANG)
END
-USED ALL FASTENERS IN SCHEDULE TO ACHIEVE VALUES INDICATED
MINIMUM EDGE DISTANCE 15 2"
- ALLOWED 6" TIE TO EXISTING GONG. T.B.
- DESIGN LOADS BASED ON USE OF SOUTHERN YELLOW PINE, SG =055
- PROVIDE 6 -I0d COMM.NAL5 6 STEEL SEAT OF STRAPS.
CONTRACTOR VERIFY E.A. TO MATCH AND PROVIDE ALTERNATIVE STRAP AS NEED IT.
/ L NVHTA
TRUSS PLATE REQUIRED
TO TRANSFER UPLIFT TO
BOTTOM CHORD.
REINFORCED CONCRETE
TIE ]SEAM MIN 265 O,
. 4
Q QM �;l.�iJTI-1 ml�►
01.)11 U)IN DEPT.
STFRk1CT�1Ps�� SEGT10
I I/2" I /
FRDVECi
4" MIN.
CONCRETE
EMBEDMENT
1 1/2 "
REVI5ION5 DATE
J
Lu
0
Q
� Q
W
J
a � W
0. ` p
O
Zw0 w
J LL m
-j � W 0
O N Q �--
OC 4 o 0
Q(- Z
CO)
CO)
U � -
-
OE:
;i�
w
a
JOB No: 08-01 -E
SCALE: AS SHOWN
REVIEWED BY: E.V.
DRAWN BY: E.V./ C.G.
DATE: 10/1012008
SHEET TITLE:
ROOF FRAMING PLAN
& SCHEDULE
SHEET N0:
SHEET 7 OF 10