12-250-028ASTENING
SCHEDULE
TO TRUSSES
CONNECTION
FASTENER
No. OR SPACING
JOIST TO BAND JOIST
16d COMMON
3
FACE NAIL
10d x 3'
325# 335#
JOIST TO SILL OR
8d COMMON
3
GIRDER, TOE NAIL
10d x 3
490# 500
BRACING TO JOIST
8d COMMON
2
TOE NAIL EACH END
10d x 3"
655# 670
LEDGER STRIP
18d COMMON
3 AT EACH JOIST
TOP OR SOLE PLATE,
18d COMMON
2
TO STUD, END NAIL
16d x 3 1/2"
1075# 1090#
STUD TO SOLE PLATE
8d COMMON
4
TOE NAIL
16d x 3 1/2"
1250# 1270#
DOUBLE STUD
10d COMMON
24" O.C.
FACE NAIL
16d x 3 1/2'
-- 1450#
DOUBLE TOP PLATE
10d COMMON
16" O.C.
FACE NAIL
16d x 3 1/2'
-- 1635#
TOP PLATE LAP AT INTERSECTIONS __
2 -16d NAIL OR 3 -10d
FACE NAIL
10
COMMON
CONTINUOUS HEADER
18d COMMON
16" O.C. ALONG
TWO PIECES
11
EACH EDGE
CEILING JOIST TO
8d COMMON
3
PLATE, TOE NAIL
o
CONTINUOUS HEADER
8d COMMON
3
TO STUD, TOE NAIL
CEILING JOIST, LAP OVER
3 -16d NAIL OR 4 -10d
PARTITION, FACE NAIL
-'
COMMON
CEILING JOIST TO PARALLEL
3 -16d NAIL OR 4 -10d
RAFTERS, FACE NAIL
-'
COMMON
RAFTER TO PLATE
8d COMMON
3
TOE NAIL
BUILT -IN
16d COMMON
24" O.C.
CORNER STUD
BUILT -IN GIRDER AND
20d COMMON
32" O.C. AT TOP AN
BEAMS OF 3 MEMBERS
BOTTOM AND STAGGERED
2 ENDS AND AT EACH
SPLICE
16d COMMON
3 ROWS AT 8" O.C.
STAGGERED EACH LAYER
STUDS TO SOLE PLATE,
16d COMMON
2 EACH END
END NAIL
NOTE: FOR ADDITIONAL NAILING REQUIREMENTS, REFER TO SECTION 2306, FASTENING, AND TABLE 2306.1
FASTENING SCHEDULE, IN THE 2007 FLORIDA BUILDING CODE WITH 2009 SUPPLEMENT
ROOF SH iH
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ROOF EDGE
N.T.S.
TYP. HIP ROOF FASTENING LAYOUT
N.T.S.
NOTE: CONTRACTOR TO FALLOW BRACING DETAILS AND REQUIREMENTS
AS SHOWN IN TRUSS ATTACHED SHEETS FOR LATERAL WIND LOADING.
CONTRACTOR SHOULD FOLLOW TRUSS PLATE INSTITUTE HIB -91 FOR
HANDLING, INSTAWNG AND BARCING METAL PLATE CONNECTED WOOD
TRUSSES, CONTRACTOR RESPONSIBLE FOR PROPER INSTALLATION
OF TEMPORARY BRACING AND ALL BRACING REQUIRED BY TRUSS
MANUFACTURER AS STATED ON ENGINEERING T /P /I/ SHEETS
SEALED BY ENGINEER.
F ASTENING
SCHEDULE OF STRAP
TO TRUSSES
No. OF FASTENERS
FASTENER
ALLOWABLE UPLIFT LOAD
16 GAUGE 14 GAUGE
2
16d x 3 1/2'
360# 365#
4455#
10d x 3'
325# 335#
3
16d x 3.1/2"
535# 545#
vi
10d x 3
490# 500
4
16d x 3.1/2'
715# 725#
4
f>r
10d x 3"
655# 670
5
16d x 3 1/2'
895# 905#
10d x 3'
820# 840
6
16d x 3 1/2"
1075# 1090#
10d x 3'
950# 1005
7
16d x 3 1/2"
1250# 1270#
a ttoo
10d x 3'
1250# 1175
8
16d x 3 1/2'
-- 1450#
10d x 3'
-- 1340
9
16d x 3 1/2'
-- 1635#
10d x 3'
-- 1510
10
16d x 3 1/2'
-- 1950#
10d x 3'
-- 1875
11
16d x 3.1/2'
-- 1950#
W
10d x 3"
-- 1845
NOTE: 1. USE ABOVE SCHEDULE FOR THE NAILING OF METAL STRAPS TO WOOD TRUSSES /RAFTERS.
2. FOR 3 NAIL APPLICATION, 2 SHALL BE PLACED AT FULL STRAP SIDE AND ONE AT BENT OVER
SIDE. OTHER APPLICATIONS SHALL HAVE EVEN NAILING OR HAVE ODD NUMBER OF NAILS AT
FULL STRAP SIDE.
3. SCHEDULE APPLIES FOR METAL STRAPS TO WOOD CONNECTIONS USING A SPECIES GROUP
2 LUMBER, SUCH AS SOUTHER PINE.
4. FOR STRAPS AND LOADING NO LISTED ABOVE REFER TO REQUIREMENTS LISTED BY MANUF. CATALOG.
N.T.S.
SHEATHING NOTES:
1. PLYWOOD SHEATHING SHALL BE:
FOR SHINGLE OR METAL ROOF: 1/2" OR 7/16" GROUP 2, EXPA
APA RATED SHEATHING 24/0.
FOR CEMENT TILE: 5/8" C -D GROUP 2, EXP. 1
APA RATED SHEATHING 32/16
OR
15/32" C -D GROUP 2, EXP. 1
APA RATED SHEATHING 32/16.
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1. NAILING:
SINGLE STORY:
ALL ZONES - USE 8d COMMONS
6' O.C. EDGE AND 12" O.C. FIELD
NOTE: IF PNEUMATIC NAILS ARE USED:
USE A PASLODE OR EQUIVALENT, 2 3/8'
x .113 R.S. NAIL, PART #097397 IN LIEU
OF 8d RING SHANK NAILS CALLED FOR ABOVE.
TWO STORY.
ZONE 1 AND 2: USE 8d COMMON OR RINGSHANK NAILS
6" O.C. EDGE AND 12" O.C. FIELD.
ZONE 3. USE 8d RING -SHANK NAILS, 6" O.C. EDGES
AND 12" O.C. FIELD.
NOTE: AT GABLE END ROOF OVERHANGS USE 8d RINGSHANK NAILS.
NOTE: IR PNEUMATIC NAILS ARE USED:
USE A PASLODE OR EQUIVALENT, 2 3/8" x .113 R.S. NAIL,
PART # 097397 IN LIEU OF 8d RING SHANK NAILS CALLED FOR ABOVE.
GENERAL NOTES, SCHEDULES AND RETROFIT FASTENERS
SCHBDULB "A" SCHBDULB "C" SCMULE "D"
WINDOW ATTACHEMENT
SCHEDULE AND OPTIONS
OPTION 1. WINDOW SHALL BE
ATTACHED TO THE MASONRY PER THE
FOLLOWING SPECIFICATIONS:
A. ATTACHE 1x4 PRESSURE TREATED BUCK
IN THE BACK BED OF CAULK TO MASONRY
SIDE AND TOP OPENINGS WITH 1 3/4'x .097
PNEUMATIC DRIVEN T- NAILS, OR 1 1/2' x 0.113
CASE - HARDENER PNEUMATIC DRIVEN NAILS,
STARTING AT 4' FROM EACH END AND SPACING
AT 8" O.C. ENTIRE LENGTH.
B. BUCKS SHALL BE ONE PIECE FOR FULL LENGTH.
C. THIS METHOD APPLIES TO A SINGLE BUCK
APPLICATION ONLY.
D. NAILING SHLL BE AT A 90 DEGREE ANGLE, SO AS
NOT TO BEND OR CURL NAILS, OF BUCK SPLITS,
REPLACE AND RE -NAIL OR USE TAPCONS AS
STATED ABOVE.
NOTE: IF ALL CONDITIONS (A) THROUGH (D) CANNOT
BE MET, CONTRACTOR TO USE TAPCONS FOR
INSTALLATION AS SPECIFIED BELOW:
ALL PRESSURE TREATED LUMBER SUPPORTING SLIDING
GLASS DOOR OR HINGED DOOR FRAME SHALL BE SECURE
TO MASONRY WITH 3/16" x 3 1/4' RAMSET PHIWPS
FLATHEAD TAPCONS, OR EQUAL, START " TAPCONS"
AT 6' O.C. THEN SPACE AND STAGGER AT 12' O.C.
MINIMUM EMBEDMENT SHALL BE 1 1/2 ". IN ADDITION,
FASTENERS SECURING BUCKS ALONG TOP OF FRAME
TO THE BOTTOM OF A TIE BEAM SHALL BE PLACED
ACCORDINGLY. NOTE, ULESS PERMITTED BY DOOR
MANUFACTURER TO USE 1x8 P.T., CONTRACTOR
SHALL USE 2x8 P.T..
SCHEME "B"
OPTION 2. A. ATTACH 2x4 (MIN.) P.T. BUCK TO MASONRY
OPENING WITH 2 ROWS OF 3/16' TAPCONS, MIN.
EMBEDMENT 1 1/2-. START AT 4' EACH END, THEN
SPACE AT 8' O.C.
B. BUCK TO BE SET AND ATTACHED WITH A BACK
DEB OF CAULK TO MASONRY SIDE.
C. CONTRACTOR NOTE, MASONRY OPENING
ADJUSTMENTS MAY BE REQUIRED.
NOTE: CONTRACTOR TO VERIFY OPTION SELECTION
WITH WINDOW MANUFACTURER FOR CORRECT
APPLICATION.
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FASTENING SCHEDULE OF MISSED STRAPS TO TIE BEAMS
1. STRAPS WICH ARE MISSED DURING TIE BEAM PLACEMENT MAY BE
ADDED USING EITHER A SIMSON MTS 20 TWIST STRAP OR A
SEMCO RTPGA820 STRAP.
2. MAXIMUM UPLIFT CAPACITY LOADS SHALL BE:
1000# FOR 1 SIMPSON MTS 20 TWIST STRAP
1700# FOR 2 SEMCO RTPGA820 TWIST STRAP
2000# FOR 2 SIMSON MTS20 TWIST STRAPS
3400# FOR 2 SEMCO RTPGA820 TWIST STRAPS
3000# FOR 3 SIMPSON MTS20 TWIST STRAP
5100# FOR 3 SEMCO RTPGA820 TWIST STRAPS
3. SIMPSON MTS20 STRAPS SHALL BE ATTACHED TO THE TIE BEAM WITH:
3 -3/16" x 2 1/4" TAPCONS, OR
2 - UNISET DW125 LOW VELOCITY FASTENERS, OR
2 - RAMSET 1512SD LOW VELOCITY FASTENERS
4. SEMCO RTPGA820 STRAPS SHALL BE ATTACHED TO 11E BEAM WITH:
�3�-UNISET DW125 LOW VELOCITY FASTENERS, OR
3 - RAMSET 1512SD LOW VELOCITY FASTENERS.
5. TAPCONS SHALL BE SPACED A MINIMUM OR 2 1/4' O.C., WITH
2" MINIMUM EDGE DISTANCE AT THE TOP.
6. LOW VELOCITY FASTENERS SHALL BE SPACED A MINIMUM OF 3"
O.C., WITH 3' MINIMUM EDGE DISTANCE AT THE TOP.
7. THE ABOVE SCHEDULE APPLIES TO:
A. RANDOM COMMON TRUSSES, WITH NO MORE THAN 7 MISSED IN A ROW.
B. ALL JACKS, REGARDLESS OF NUMBER MISSED.
C. TRUSSES WITH UPLIFT LOADS NOT EXCEEDING ALLOWABLE STRAP LOAD LISTED ABOVE.
8. FOR UPLIFT LOADS BEYOND THE CAPACITY OF THE STRAPS LISTED ABOVE,
USED AT A SINGLE APPLICATION, CONTACT ENGINEER TO PROVIDE A CORRECT
AND SUITABLE FASTENER DETAIL OR SEE SHEET S -3 DETAILS 2, 3 AND 4.
USE 1 SIMPSON "HGT' HEAVY GIRDER TIE DOWN
USE HGT2 FOR 2 PLY GIRDER WITH MAX, UPLIFT OF 7395#
USE HGT3 FOR 3 PLY GIRDER WITH MAX. UPLIFT OF 9650 #.
REFER TO SIMSON "EPDXY TIE" SYSTEM SPECIFICATIONS FOR RETROFIT BOLT
MODEL RFB REQUIREMENTS FOR ANCHORING.
9. FOR (7) OR MORE STRAPS MISSED IN A ROW, AT COMMON TRUSSES, THE
CONTRACTOR SHALL:
A. CONTACT ENGINEER TO PROVIDE A CORRECT AND SUITABLE FASTENING DETAILS OR
B. USE (1) SEMCO 2X -HDP2X (SANIBEL STRAP) ATTACHED TO THE TIE BEAM
WITH LOW VELOCITY FASTENERS AS LISTED ABOVE. USE A TOTAL OF
8 FASTENERS, 4 EACH LEG. CONTRACTOR MAY USE THIS METHOD FOR
ALL COMMON TRUSSES NOT EXCEEDING 1875# UPLIFT.
10. FOR STRAPS UP TO 1 1/2" AWAY FROM TRUSS, A FILLER PLATE MAY BE USED.
USE UP TO (2) PLYS OR 1/2" C.D.X. PLYWOOD OR OSB BOARD OR (1)
2x8 P.T. SHIM. CUT TO MATCH AREA OF TRUSS OVER BEARING WALL
ATTACHED WITH 4 -16d NAILS.
SS ANCHORAGE
PLANS)
- ENGINEER
ID TRUSSES
ONRY BOND BEAM
1 #5 BARS AS REQ'D
PLANS, FILL WITH CONC.
STRENGTH LINTELS
JANUF.
HIGH STRENGTH LINTELS (BY MANUF.)
FILL TO FORM COMPOSITE BEAM
9 DETAILS
PLANS, FILLE WITH CONC.
SS ANCHORAGE
PLANS)
- ENGINEER
)D TRUSSES
ONRY BOND BEAM
I #5 BARS AS REQ'D
IONAL COURSE OF
CK AS REQUIRED
STRENGTH LINTELS
iANUF.
v.m.v. BLOCK
1 -#5 BAR
HIGH STRENGTH LINTELS
FILL TO FORM COMPOSITE BEAM
RETROFIT FASTENERS
RETROFIT FASTENERS MAY BE USED AS HOLDDOWN OR
WHEN THE CONTRACTOR FAILS TO PLACE A FOUNDATION STRAP.
AS MAY BE LISTED ON THE PLANS OR ON ENGINEERING SHEET
S -3 AND S -5 FASTENING SCHEDULE, THE FOLLOWING
RETROFIT SCHEDULE MAY BE FOLLOWED.
REQUIRED: SIMPSON HETA20
RETROFIT. SIMPSON LTT20: ATTACH WITH (1) 1/2" x 5 1/2"
ANKR -TITS STUD ANCHOR.
MAXIMUM UPLIFT LOAD: 1750 #.
REQUIRED: SIMPSON HETA20, PA18, PA23, PA28
RETROFIT. SIMPSON HTT16: ATTACH WITH (1) 5/8" x 6"
RED HEAD STUD ANCHOR.
REQUIRED: SIMPSON HPA28
RETROFIT. SIMPSON LTT22: ATTACH WITH (1) 5/8' x 6"
ANKR -TITE STUD ANCHOR.
REQUIRED: SIMPSON HPA33
RETROFIT. SIMPSON HD8A HOLDDOWN ATTACH WITH
1- 3/4' x 7' ANKR -TITE STUD ANCHOR.
SPECIAL NOTES:
1. LISTED REPLACEMENTS ABOVE, ARE FOR SINGLE MISSING
STRAP ONLY. EXAMPLE, IF PLANS CALL FOR (2) HPA28 -S
SCHEDULE ABOVE WILL NO APPLY, CONTACT ENGINEER.
2. IF RETROFITS ARE USED AT AREAS WHERE 3 STUDS ARE
USED, THESE STUDS SHALL BE SPIKED TOGETHER FROM
EACH SIDE WITH 16d NAILS STAGGERED 4" O.C.
3. IF RETROFIT ARE USED AT AREAS WHERE 4 STUDS OR
MORE ARE USED, CONTRACTOR SHALL ATTACH SIMPSON
A35F CUPS 8' O.C. OVER MIDDLE JOINT OF BUILT -UP
STUDS, FOLLOW NAILING REQUIREMENTS IN NOTE #2 FOR
JOINING STUDS TOGETHER, IF 5 STUDS ARE USED,
CUP SHALL BE STAGGERED OVER THE 2 INNER MOST JOINTS.
4. EQUIVALENT FASTENERS AND ANCHORING BOLTS OF
OTHER MANUFACTURER MAY BE SUBSTITUTED.
NOTE: CONTRACTOR AT ANY TIME, MAY USE RETROFIT FASTENERS
IN LIEU OF FOUNDATION STRAPS AS LISTED PER PLANS.
ACCEPTABLE RETROFIT ANCHORS BY SIMPSON
RETROFIT LOAD
LTT20B
1750#
LTT131
1805#
HTT16
4175#
MTT22
5260#
MTT28B
4455#
HD8A
6465 (3 STUDS), 7460# (4 STUDS)
HD10
8310# (3 STUDS), 9540# (4 STUDS)
ANCHOR BOLT RETROFIT
vi
1. CONTRACTOR MAY SE A
1/2' x 5' WEDGE ANCHOR, IN LIEU OF
1/2' "J' BOLTS CALLED FOR IN SPECIFICATION (IF APPLICABLE)
2. SPACE BOLTS PER PLAN REQUIREMENTS.
3. MATCH WASHER SIZE TO ORIGINAL SIZE SPECIFIED ON PLAN
THAT FASTENER IS REPLACING.
PROJ No:10 -13-11
FILEftoepff1w- Hemert
DRAWN: G.A.R.
CHECKED: A.K.
DATE. 01 -20 -12
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CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
3- SECOND GUST AND EXPOSURE "B" WIND ZONE
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CONSTRUCTION SUPERINTENDENT BEFORE PROCEEDING WITH WORK.
THESE PLANS ARE IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE AND 2009
SUPPLEMENT INCLUDING SECTION 1609 FOR 140 MPH BASIC WIND SPEED
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