HomeMy WebLinkAboutPROJECT INFORMATION 2FEBRUARY 17, 2017 I SCAB APPLIED OVERHANGS I STDTL16
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34M
772409-1010
TRUSS CRITERIA:
LOADING: 40-I0-0-10
DURATION FACTOR: 115
SPACING: 24' O.C.
TOP CHORD: 2X4 OR 2XG
PITCH: 4/12 - 12/12
HEEL HEIGHT: STANDARD HEEL UP TO 12' ENERGY HEEL
ENO BEARING CONDITION _
NOTES:
1. ATTACH 2X_SCAB (MINIMUM *2 GRADE SPF, HF, SP, OF) TO ONE FACE OF TRUSS
WITH TWO ROWS OF 10d COMMON WIRE NAILS (.148' DIA. X 3') SPACED 6' O.C.
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH
AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO
AVOID LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
2X SC
NOTE: TRUSS BUILT WITHOUT AN OVERHANG. THIS DETAIL IS NOT TO BE USED
-- — WHEN OVERHANG HAS BEEN BROKEN OFF.
IMPORTANT
THIS DETAIL TO BE USED ONLY WITH TRUSSES (SPANS LESS THAN 40') SPACED 24'
D.C. MAXIMUM AND HAVING PITCHES BETWEEN 4/12 AND 12/12 AND TOTAL TOP CHORD
LOADS NOT EXCEEDING 50 PSF.
TRUSSES NOT FITTING THESE. CRITERIA SHOULD BE EXAMINED INDIVIDUALLY.
REFER TO INDIVIDUAL TRUSS DESIGN
FOR PLATE SIZES AND LUMBER GRADES
STANDARD REPAIR DETAIL FOR BROKEN CHORDS, WEBS, AND STDTL15
FEBRUARY 17, 2017 DAMAGED OR MISSING CHORD SPLICE PLATES
Al ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
3
TOTAL NUMBER
OF NAILS EACH
SIDE OF BREAK
X
(INCHES)
MAXIMUM. FORCE (LBS) 15% LOAD DURATION
SP
OF
SPF
HF
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
2X4
2X6
20
30
24'
1706
2559
1561
2342
1320
1980
1352
2028
26
39
30'
2194
3291
2007
301,1
1697
2546
1738
2608
32
48
36'
2681
4022
2454
3681
2074
3111
2125
3187
38
57
42'
3169
4754
2900
4350
2451
3677
2511
3767
44
66
48'
3657
5485
3346
5019
2829
4243
2898
4347
+ DIVIDE EQUALLY FRONT AND BACK
ATTACH 2X_ SCAB OF THE SAME SIZE AND GRADE AS THE BROKEN MEMBER TO EACH FACE OF
THE TRUSS ( CENTER ON BREAK OR SPLICE) WITH 10d NAILS (TWO ROWS FOR 2X4, THREE
ROWS FOR 2X6) SPACED 4' O.C. AS SHOWN (131' OIA. X 31.
STAGGER NAIL SPACING FROM FRONT FACE AND BACK FACE FOR A NET 2' O.C. SPACING IN
THE MAIN MEMBER. USE A MIN. 3' MEMBER END DISTANCE.
THE LENGTH OF THE BREAK (C) SHALL NOT EXCEED 121. (C=PLATE LENGTH FOR SPLICE REPAIRS)
THE MINIMUM OVERALL SCAB LENGTH REOUIREO'(U IS CALCULATED AS FOLLOWS: L = (2) X + C
• 10d NAILS NEAR .SIDE
+ 10d NAILS FAR SIDE
�4%d
TRUSS CONFIGURATION
AND BREAK LOCATIONS
FOR ILLUSTRATIONS ONLY
THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO
THE REQUIRE❑ X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT
AND A MINIMUM OF 6' FROM ANY INTERIOR JOINT (SEE SKETCH ABOVE).
DO NOT USE REPAIR FOR JOINT SPLICES
NOTES:
1. THIS REPAIR DETAIL IS TO BE USED ONLY FOR THE APPLICATION SHOWN. THIS REPAIR
DOES NOT IMPLY THAT THE REMAINING PORTION OF THE TRUSS IS UNDAMAGED, THE ENTIRE
TRUSS SHALL BE INSPECTED TO VERIFY THAT NO FURTHER REPAIRS ARE REOUIREO. WHEN
,THE REQUIRED REPAIRS ARE PROPERLY APPLIED, THE TRUSS WILL BE CAPABLE OF
•SUPPORTING THE LOADS INDICATED.
2. ALL MEMBERS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APPLYING REPAIR
AND HELD IN PLACE DURING APPLICATION OF REPAIR.
3. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID
UNUSUAL SPLITTING OF THE WOOD.
4. WHEN NAILING THE SCABS, THE USE OF A BACKUP WEIGHT IS RECOMMENDED TO AVOID
• LOOSENING OF THE CONNECTOR PLATES AT THE JOINTS OR SPLICES.
5. THIS REPAIR IS TO BE USED FOR SINGLE PLY TRUSSES IN THE 2X_ ORIENTATION ONLY.
G. THIS REPAIR IS LIMITED TO TRUSSES WITH NO MORE THAN THREE BROKEN MEMBERS.
April 11, 2016
A-1 ROOF TRUSSES
4451 ST: LUCIE 13LVD.
FORT PIERCE, FL 34946
772-409-1010
TYPICAL ALTERNATE BRACING DETAIL
FO EXTERIOR FLAT GIRDER TRUSS
(4) 12d
TRUSS 2411 O.C.
UPLIFT CONNECTION
(SEE ROOF TRUSS)
EXTERIOR FLAT
GIRDER
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m ««aay.rwvz a.mw..rrere�.,m.rpa+.�aruly<wm. un d.w.mewagemrm
m�wrpvUvcgc/ran.-gndps�ama nm�bv+4�nlOt m!^amb%Y�a4m'tra 6pma.�m
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12
VARIES
STDTL14
(4) 12d
MAX 3011 (21-611)
_ 2x6 #2 SP (Both Faces)
2411 O.C.
SIMPSON H5
AlU y T. Tombo HL P4.
s8 3
"51 Sc Wtle BW..
Port P1.%iL N"6
FEBRUARY 5, 2016
TYP 2x2 NAILER ATTACHMENT I STDTL13
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-409-1010
bovAm
2x2 NAILER ATTACHMENT
GENERAL SPECIFICATIONS
MAX LOAD: 55.psf Roof Load, 170 mph, ASCE
7-10, 29'-0" Mean Height, Exp. B, C or D.
FEBRUARY 17, 2017
C'
C
A-1 ROOF TRUSSES
4461 5T. LUCIE BLVO.
FORT PIERCE, FL 34946
T(2409-1010
UPLIFT TOE -NAIL DETAIL
THIS DETAIL SHALL BE USED FOR A CONNECTION
RESISITING UPLIFT FORCES ONLY. BUILDING DESIGNER
IS RESPONSIBLE FOR LOADS IN OTHER DIRECTIONS.
STDTL12
TOE -NAIL WITHDRAWAL VALUES
PER NOS 2005 (LB/NAIL)
OIA.
SP
OF
HF
SPF
SPF-S
L7
.131
59
46
32
30
20
Z
O
J
.135
60
48
33
30
20
U7
C�
.162
72
58
39
37
25
J
_
(.2
.128
54
42
28
27
19
F
Lrj Z
Z
O
.131
55
43
29
28
19
W
.148
62
48
34
31
21
J
Lo
J
N
Q
M
Z
.120
51
39
27
26
17
(�
Z
.128
49
38
26
25
17
O
.131
51
39
27
26
17
J
0
.148
57
44
31
28
20
M
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30' WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE
MEMBER END AS SHOWN.
2. THE ENO DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN THE CONNECTION.'
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - I6d NAILS (0162' DIA. X 3.5') WITH SPF SPECIES TOP PLATE
FOR WIND DOL OF 133:
3 (NAILS) X 37 (LB/NAIL) X 133 (OOL FOR WIND) = 148 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
FOR WIND DOL OF 1.60:
3 (NAILS) X 37 (LB/NAIL) X LED (DOL FOR WIND) = 177 LB MAXIMUM ALLOWABLE UPLIFT REACTION DUE TO WIND
IF THE UPLIFT REACTION SPECIFIED ON THE TRUSS DESIGN DRAWING EXCEEDS 147 LEE (177 LBS) BUILDING
DESIGNER IS RESPONSIBLE TO SPECIFY A DIFFERENT CONNECTION.
USE (3) TOE -NAILS ON 2X4 BEARING WALL
�+.+e USE (4) TOE -NAILS ON 2X6 BEARING WALL
NEAR SIDE � I I /I � NEAR SIDE
TOP PLATE
OF WALL
VIEWS SHOWN ARE FOR
ILLUSTRATION PURPOSES ONLY
JAIL
[AIL
FAR SIDE
SIDE VIEW END VIEW
F.EBRUARY 17, 2017
C.'
A-1 ROOF TRUSSES
4451 ST LUCIE 6LVO.
FORT PIERCE, FL 349"
772409-1010
LATERAL TOE -NAIL DETAIL
NOTES:
1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45' WITH THE MEMBER
AND MUST HAVE FULL WOOD SUPPORT (NAIL MUST BE DRIVEN
THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS
SHOWN).
2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL
BE SUCH AS TD AVOID UNUSUAL SPLITTING OF THE WOOD.
3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO
SPECIES FOR MEMBERS OF DIFFERENT SPECIES.
TOE -NAIL SINGLE SHEAR VALUES
PER NOS 2001 (LB/NAIL)
DIA
SP
OF
HF
SPF
SPF-S
.131
88.0
80.6
69.9
68.4
59.7
z
.135
93.5
85.6
74.2
72.6
63.4
0
J
.162
108.8
99.6
86.4
84.5
73.8
ri
.128
74.2
67.9
58.9
57.6
50.3
p
75.9
69.5
60.3
59.0
51.1
J
.131
in
.148
81.4
74.5
64.6
63.2
52.5
N
!7
VALUES SHOWN ARE CAPACITY PER TOE -NAIL.
APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED.
EXAMPLE:
(3) - 16d NAILS (0162' CIA. X 35') WITH SPF SPECIES BOTTOM CHORD
FOR LOAD DURATION INCREASE OF 1.15:
3 (NAILS) X 845 (LB/NAIL) X 1.15 COOL) = 2915 LB MAXIMUM CAPACITY
ANGLE MAY
VARY FROM
30' TO 60'
45.00'
ANGLE MAY
VARY FROM
30' TO 60'
STDTL11
THIS DETAIL IS ONLY APPLICABLE TO
THE THREE END DETAILS SHOWN BELOW.
VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY.
SIDE VIEW
(2X3) 2 NAILS
NEAR SIDE
FTF-
NEAR SIDE
SIOE VIEW
(2X4) 3 NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
45.00'
SIDE VIEW
(2X3) 2-NAILS
NEAR SIDE
NEAR SIDE
NEAR SIDE
NEAR SIDE
ANGLE MAY
VARY FROM
30' TO 60'
45.00°
FEBRUARY17,2017 1 LATERAL BRACING RECOMMENDATIONS I STDTL10
TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS,
2XS 'STRONGBACK' IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET
ALONG A FLOOR TRUSS.
NOTE 1: 2XG STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE
TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD, SECURELY FASTENED TO THE TRUSS USING ANY
A-1 ROOF TRUSSES OF THE METHODS ILLUSTRATED BELOW.
4451 ST. LUCIE BLVD.
FORT PIERCE, FL M945 NOTE 2: STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE
7rz-409.1010 BOTTOM CHORD OF THE'TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD, IS CONTINUOUS
FROM ENO TO ENO, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR, AND PROPERLY
_ CONNECTED, BY OTHERS, AT THE ENDS.
INSERT WOOD SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK 100 NOT
USE METAL FRAMING \NAILS TTACH TO VERTICAL ATTACH TO VERTICAL USE DRYWALL TYPE SCREWS)
ANCHOR TO TO TOPATTACHCHOR0LWITH (013137X 310d SCA \N ILS y0131�3X 3').Od ATTA H0TO VERTI'AL
\ WEB WITH (3) - 10d
NAIL
BLOCKING BEHIND THE VERTICAL
WEB IS RECOMMENDED WHILE
NAILING THE STRONGBACK
USE METAL FRAMING
ANCHOR TO ATTACH
TO BOTTOM CHORD
TRUSS
ATTACH TO VERTICAL
WEB WITH (3) - 10d
NAILS (0131' X 7)
2XG 4' -
STRONGBACK � (TYPICAL
ATTACH 2X4 VERTICAL
TO FACE OF TRUSS.
FASTEN TO TOP AND
BOTTOM CHORD WITH
(2) - 10d NAILS (0.131'
X 3') IN EACH CHORD
ATTACH TO VERTICAL
SCAB WITH (3) - IOd
NAILS (0.131' X 3')
O' WALL
SPLICE) (BY OTHERS)
ATTACH TO CHORD
WITH (2) #12 X 3'
WOOD SCREWS
(0.2IG' OIA.)
INSERT SCREW THROUGH
OUTSIDE FACE OF CHORD INTO
EDGE OF STRONGBACK (DO NOT
USE DRYWALL TYPE SCREWS).
THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO AN ADEQUATE SUPPORT,
DESIGNED BY OTHERS. IF SPLICING IS NECESSARY, USE A 4' - 0' LONG SCAB
CENTERED ON THE SPLICE AND JOINED WITH (12) - 10d NAILS (0131' X 3')
EQUALLY SPACED.
ALTERNATE METHOD OF SPLICING:
OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4' - 0' AND FASTEN WITH (12) -
10d NAILS (0131' X 3') STAGGERED AND EQUALLY SPACED (TO BE USED ONLY
WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL).
BLOCKING
(BY OTHERS)
I -DrcrklJC I rorv-��L_. �" I r '" I STDTL09
�EBRUARY 17, 2017 WITH 2X BRACE ONLY
NOTES:
T-BRACING / I -BRACING TO BE USED WHEN CONTINUOUS LATERAL BRACING
IS IMPRACTICAL. T-BRACE / I -BRACE MUST COVER SOX OF WEB LENGTH.
THIS DETAIL NOT TO BE USED TO CONVERT T�BRACE / I -BRACE WEBS TO
CONTINUOUS LATERAL BRACED WEBS. -
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
nz-009-1010
NAILING PATTERN
T-BRACE SIZE
NAIL SIZE
NAIL SPACING
2X4 OR 2X6 OR 2XB
10d
6' O.C.
NOTE: NAIL ALONG ENTIRE LENGTH OF T-BRACE / I -BRACE (ON
TWO-PLY TRUSSES NAIL TO BOTH PUES)
BRACE
SIZE FOR ONE -PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T-BRACE
2X4 I -BRACE
2X6
2X6 T-BRACE
2X6 I -BRACE
2X8
2X8 T-BRACE
2XB I -BRACE
BRACE
SIZE FOR TWO—PLY
TRUSS
SPECIFIED CONTINUOUS ROWS OF
LATERAL BRACING
WEB SIZE
1
2
2X3 OR 2X4
2X4 T-BRACE
2X4 I -BRACE
2X6
2X6 T-BRACE
2X6 I -BRACE
2X8
2X8 T-BRACE
2X8 I -BRACE
T-BRACE / I -BRACE MUST BE SAME SPECIES
AND GRADE (OR BETTER) AS WEB MEMBER.
NAILS
WEB
NAILS
I -BRACE
NAILS
1(
WEB
T-BRACE
SECTION DETAILS
FEBRUARY 17, 2017 1 STANDARD GABLE END DETAIL I STDTL08
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772-4051010
W/LIIO NA"M, O- UL
VERT
STUD
SECTION B-B
TRUSS GEOMETRY AND CONDITIONS
SHOWN ARE FOR ILLUSTRATION ONLY.
VERTICALVIBRACE
2X6 SP OR SPF
STUD#2
DIAGONAL
BRACE
(4) - 16d
NAILSI6d
NAILS
SPACED 6' O.C.
(2) lOd NAILS
INTO 2X62X6
SP OR
SPF #2
2X4 SP OR
SPF #2L
HORIZONTAL
NAILED TO
RTICALS
SECTION A -A
W/(4) - IDd NAILS
DIAGONAL BRACE 4' - 0' O.C. MAX.
SEE INDIVIDUAL ENGINEERING DRAWINGS ,
FOR TRUSS DESIGN CRITERIA.
12 PROVIDE 2X4 BLOCKING BETWEEN
Q VARIES TO COMMON TRUSS THE FIRST TWO TRUSSES AS NOTED.
TOENAIL BLOCKING TO TRUSSES
* WITH (2) - 10d NAILS AT EACH END.
ATTACH DIAGONAL BRACE TO
BLOCKING WITH (5) - 10d NAILS
(4) Bd NAILS MINIMUM,
8 3X4= PLYWOOD
2SHEATHING X4 STO SPF BLOCK
*
v
DIAGONAL BRACING ** L - BRACING REFER
REFER TO SECTION A -A TO SECTION B-B 24' MAX.
NOTE:
1.
MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS.
/
2.
CONNECTION BETWEEN BOTTOM CHORD OF GABLE END.TRUSS AND WALL TO
12' MAX.
/
BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT.
3.
BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG.
--_
ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF
SYSTEM.
4.
'L' BRACES SPECIFIED ARE TO BE FULL LENGTH, SPF OR SP #3 OR
BETTER WITH ONE ROW OF IDd NAILS SPACED 6' O.C.
S.
DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAGM
/
AT 4' - 0' D.C.
6.
CONSTRUCT HORIZONTAL BRACE CONNECTING A 2X6 AND A 2X4 AS SHOWN
WITH 16d NAILS SPACED 6' O.C. HORIZONTAL BRACE TO BE LOCATED AT
THE MIDSPAN OF THE LONGEST GABLE STUD. ATTACH TO VERTICAL GABLE
STUDS WITH (3) 10d NAILS THROUGH 2X4 (REFER TO SECTION A -A)
7.
GABLE STUD DEFLECTION MEETS OR EXCEEEDS L/240. OIAG.
BRACE
B.
THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. AT 3/3
POINTS
9.
00 NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE IF
NEEDED
TRUSSES.
10.
10d AND 16d NAILS ARE D.131'X3.0' AND 0131'X3-9' COMMON WIRE NAILS
RESPECTIVELY.
,
11.
SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-12
BY SPIB/ALSC.
MINIMUM STUD
SIZE SPECIES
AND GRADE
_-- -----
STUD
SPACING
-
VITHOUT
BRACE
2X4
L - BRACE
DIAGONAL
BRACE
(2) DIAGONAL
BRACES AT
1/3 POINTS
— -MAXIMUM STUD LENGTH --- - —
2X4SP#3ISTUD
12'O.C.
3.8-10
5-6-11
6&11
11-1-13
2X4SPM31STUD
16'O.C.
3-3-10
4-9.12
6.6-11
9.10A5
-2X4SP#3ISTUD
24'O.C.
2-8-6
3-11-3
54-12
8-1-2
2X4 SP #2
12'0.C.
3-10-15
5.6-11
6_6-11
11-8-14
2X4 Spa
16' O.C.
3-6-11
4-942
6-6-11
10-8-0
2X43P a2
24'O.C.
3-14
3-11-3
6.2-9
9-3-13
- DIAGONAL BRACES OVER 6' - 3' REQUIRE A 2X4 T-BRACE ATTACHED TO ONE
EDGE. DIAGONAL BRACES OVER 12' - 6' REQUIRE 2X4 I -BRACES ATTACHED TO
BOTH EDGES. FASTEN T AND I BRACES TO NARROW EDGE OF DIAGONAL BRACE
WITH 10d NAILS 6. O.C., WITH 3- MINIMUM END DISTANCE. BRACE MUST COVER
SOX OF DIAGONAL LENGTH. T OR I BRACES MUST BE 2X4 SPF #2 OR SP #2.
ROOF
SHEATHING
(2) - 10d
NAILS =
TRUSSES a 24' OZ.
2X6 DIAGONAL BRACE
SPACED 48' Of. ATTACHED
TO VERTICAL WITH (4) -
16d NAILS, AND ATTACHED
TO BLOCKING WITH (5) -
10d NAILS.
HORIZONTAL BRACE
(SEE SECTION A -A)
END WALL
HEIGHT = 30 FEET
C
STUD DESIGN IS BASED ON COMPONENTS AND
INCREASE: 1.60 1 CO NECTION OF BRACING IS BASED ON MWFRS.LADDING.
JULY 17, 2017 I 1 I` ^IL (HIGH WIND VELOCITY)
STDTL07
AA ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE. FL 34946
772409-1010
ATTAi
WIND DESIGN PER ASCE 7-98, ASCE 7-
WIND DESIGN PER ASCE 7-10: 170 MP
MAX MEAN ROOF HEIGHT = 30 FEET
CATERGORY It BUILDING
EXPOSURE B OR C
WIND DURATION OF LOAD INCREASE:
MAX TOP CHORD TOTAL LOAD = 50 PS
MAX SPACING = 24' O.C. (BASE AND V.
SUPPORTING TRUSSES DIRECTLY UNDER VALLEY TRUSSES MUST BE
DESIGNED WITH A MAXIMUM UNBRACED LENGTH OF 2-- 10' ON AFFECTED
TOP CHORDS.
NOTES:
1. SHEATHING APPLIED AFTER INSTALLATION OF VALLEY TRUSSES.
2. THIS DETAIL IS NOT APPLICABLE FOR SPF-S SPECIES LUMBER
NON -BEVELED
BOTTOM CHORD
FORIBEVELEDBOTTOM
CHORD, CLIP MAY BE APPLIED
TO EITHER FACE.
CLIP MAY BE APPLIED
TO THIS FACE UP TO A
MAXIMUM 6/12 PITCH NON -BEVELED
BOTTOM CHORD
CLIP MUST BE APPLIED TO
THIS FACE WHEN PITCH
EXCEEDS 6112 (MAXIMUM
12112 PITCH)
tIMPtUMb1A1R ®W.�
(wub(� l�Ill.IfaJ4+u.tdn++t 1-6m 11 tr+4n1ud6ubs+++ L+v Wu'uwLSrsJ+nA+eiwuw'.,eW 6w 1.1 WfLueu. W+l Td Ifi 1;
Antlmnv T. Tombo m, P.E.
3 80083
4451 St. LW a Blvd.
Fat Ple , FL 34946
FEBRUARY 5, 2018 1 TRUSSED VALLEY SET DETAIL 1 STDTL06
1 GENERAL SPECIFICATIONS:
1. NAIL SIZE=3-X0.131-=10d
2. WOOD SCREW = 3- WS3 USP OR EQUIVALENT.
3. INSTALL VALLEY TRUSSES (24- O.C. MAXIMUM) AND SECURE PER DETAIL
mar 'A.
4. BRACE VALLEY WEBS IN ACCORDANCE WITH THE INDIVIUAL DESIGN
DRAWINGS.
5. BASE TRUSS SHALL BE DESIGNED WITH A PURLIN SPACING EQUIVALENT
S TO THE RAKE DIMENSION OF THE VALLEY TRUSS SPACING.
A -)ROOF TRUSSE6. NAILING DONE PER
4461 ST. LUCIE BLVD. GABLE END, COMMON -01.
FORT PIERCE, FL 39TRUSS, OR GIRDER 7. VALLEY STUD SPACING NG NOT TO EXCEED 48' O.C.
772-009-1010 TRUSS
VALLEY TRUSS
(TYPICAL)
P r2
SEE OETAIL'A'
BELOW (TYP.)
SECURE VALLEY TRUSS
W/ ONE ROW OF 10d
NAILS G' O.C.
ATTACH 2X4 CONTINUOUS #2
SYP TO THE ROOF W/ TWO USP
WS3 (1/4- X 3') WOOD SCREWS
INTO EACH BASE TRUSS.
DETAIL A
(NO SHEATHING) N.T.S.
BASETRUSSES
GABLE END, COMMON
TRUSS, OR GIRDER
VALLEY TRUSS �\ TRUSS
(TYPICAL)
WIND DESIGN PER ASCE 7-98, ASCE 7-02, ASCE 7-05: 146 MPH
WIND DESIGN PER ASCE 7-10: 170 MPH
MAX MEAN ROOF HEIGHT = 30 FEET
ROOF PITCH = MINIMUM 3112 MAXIMUM 6112
CATERGORV II BUILDING
EXPOSURE
WIND DURATION OF LOAD INCREASE: 1.60
MAX TOP CHORD TOTAL LOAD = 50 PSF
MAX SPACING = 24' O.C. (BASE AND VALLEY)
MINIMUM REDUCED DEAD LOAD OF 6 PSF ON THE TRUSSES.
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FEBRUARY 17, 2017 I _ ALTERNATE GABLE END BRACING DETAIL I STDTL03
A4 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
7/2-009-1010
ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD
1' - 3' MAX.
OIAG. BRACE
AT 1/3 POINTS
IF NEEDED
HORIZONTAL URACE
(SEE SECTION A -A)
TRUSSSES L3
F_ 24' D.C.
IT IS THE RESPONSIBILITY E THE BLOC.
DESIGNER OR THE PROJECT ENGINEER/ARCHITECT
TO DESIGN THE CEILING DIAPHRAGM AND ITS
ATTACHMENT TO THE TRUSSES TO RESIST ALL
OUT OF PLANE LOADS THAT MAY RESULT FROM
THE BRACING OF THE GABLE ENDS.
\
\
END WALL
2XG DIAGONAL BRACE SPACED 48'
O.C. ATTACHED TO VERTICAL WITH
(4) - 16d NAILS, AND ATTACHED TO
BLOCKING WITH (5) - 10d COMMONS.
NAIL DIAGONAL BRACE TO
PURLIN WITH TWO 16d NAILS.
2X4 PURLIN FASTENED TO FOUR
TRUSSES WITH (2) - S6d NAILS
EACH. FASTEN PURLIN TO BLOCKING
W/ (2) - 16d NAILS (MIN.).
PROVIDE 2X4 BLOCKING BETWEEN
THE TRUSSES SUPPORTING THE
BRACE AND THE TWO TRUSSES ON
EITHER SIDE AS NOTED. TOENAIL
BLOCKING TO TRUSSES WITH (2) -
10d NAILS AT EACH END. ATTACH
DIAGONAL BRACE TO BLOCKING WITH
(5) - 10d COMMON WIRE NAILS.
CEILING SHEATHING
BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES
STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED:
METHOD 1: ATTACH A MATCHING GABLE TRUSS TO THE INSIDE FACE
OF THE STRUCTURAL GABLE AND FASTEN PER THE
FOLLOWING NAIL SCHEDULE.
METHOD 2: ATTACH 2X_ SCABS TO THE FACE OF EACH VERTICAL
' MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING
NAILING SCHEDULE. SCABS ARE TO BE OF THE SAME SCAB ALONG
SIZE, GRADE, AND SPECIES AS THE TRUSS VERTICALS. VERTICAL
NAILING SCHEDULE:
- FOR WINO SPEEDS 120 MPH (ASCE 7-98, 02, 05), 150 MPH (ASCE
7-10) OR LESS, NAIL ALL MEMBERS WITH ONE ROW OF 10d (.131'
X 3') NAILS SPACED 6' O.C.
- FOR WIND SPEEDS GREATER 120 MPH (ASCE 7-9B, 02, 05), 150
MPH (ASCE 7-10) NAIL ALL MEMBERS WITH TWO ROWS OF 10d
(131'X3') NAILS SPACED 6' D.C. (2X4 STUDS MINIMUM).
MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. AL
BRACING METHODS SHOWN ON PAGE 1 ARE VALID
AND ARE TO BE FASTENED TO THE SCABS OR
/ VERTICAL STUDS OF THE STANDARD GABLE TRUSS
ON THE INTERIOR SIDE OF THE STRUCTURE.
NOTE: THIS DETAIL IS TO BE USED ONLY FOR
STRUCTURAL GABLES WITH INLAYED
STUDS. TRUSSES WITHOUT INLAYED
STUDS ARE NOT ADDRESSED HERE. ,
STANDARD GABLE
I TRUSS
;Tun
AN ADEDUATE DIAPHRAGM OR OTHER METHOD OF BRACING
MUST BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF
THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.
THE BRACING SHOWN IN THIS DETAIL IS FOR
VERTICAL/STUDS ONLY.
JANUARY 17, 2017
TYPICAL HIP / KING JACK CONNECTION I STDTL01
A-1 ROOF TRUSSES
4451 ST. LUCIE BLVD.
FORT PIERCE, FL 34946
772409-1010
CORNERSET GENERAL SPECIFICATIONS
MAX LOAD: 55 psf Roof Load, 175 mph, ASCE
7-10, Exp. B, C up to 60' Mean Roof Height
and Exposure D up to 30' Mean Roof Height.
Attach End Jack's
w/ (4) 16d Toe Nails @ TC
& (3) 16d Toe Nails @ BC
Attach King Jack w/ (3) 16d Toe
,Nails @ TC & 24" Strap w/ (6)
10d x 1.5" ea. end @ BC
Attach Corner Jack's
x w/ (2) 16d Toe Nails @ TC &
¢� BC (Typ)
0
r
3ch Corner Jack's
(2) 16d Toe Nails
)) TC & BC (Typ)
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Job Truss Truss Type Oty Ply
A0260162
71297 FL05 Floor Supported Gable 1 1 -
Job Referents o Clonal
Al Root Trusses, Fart Pierce, FL 34946, deslgnQal Wss.om Run: 8.120 s Nov 12 e
201D9iSYtb8B64v NKWTATIl68T gAbe-15BM FDtaZp_ oNsyBj NUHA vmnkHdlvtrDTzgivg
0148
Ia
3x3 =
0 1 4 5 6 7 8
9
10
22�
L�
11
4
4
$T
12
20 19 18 17
le
3x3 = 3x3 =
3x3
-
11-5-8 11-9-0
11-5-8 0 �'
Plate Offsets X Y 1:Ed a 0-0-12 , 21:0-1-8 0-0-12 22:0-1-8,0-0-12
LOADING(psf)
SPACING- 1-4-0
CSI.
DEFL. in (loc) Udell L/d
999
PLATES GRIP
MT20 244/190
TCLL 100.0
TCDL 20.0
Plate Grip DOL 1.00
Lumber DOL - 1.00
TC 0.12
BC 0.01
Vert(LL) We - n/a
Vert(CT) n/a - We 999
BCLL 0.0
Rep Stress Incr YES
WS 0.05
Matrix-S
Horz(CT) 0.00 11 n/a n/a
Weight: 68 lb FT = 10%FI 10%E
BCDL 5.0
Code FBC2017fTP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Strucgval wood sheathing directly applied or 6-M oc
puriins, except end verticals.
,
BOTCHORD
Rigid.ceiling directly applied or 10-0-0 oc bracing.
!.
REACTIONS. All bearings 11-9-0.
(lb) - Max Grav
. All reactions 250 lb or less at joint(s)
20, 11, 19, 18, 17, 16, 15, 14, 13, 12
FORCES. (Ib)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 5 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-0 oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d (0.131"
X 3') nails. Strongbacks to be attached to walls at their
,
outer ends or restrained by other means.
LOAD CASE(S)
Standard
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b WlO,lhcpd[an0.IDe05•dMOYIEIMbrum�¢irW�a�d6.b'tglvVufMEfrzu^a(L`91M.n11.As19nn:LeutlYl�YlademNCatO,mP»Yd1�db4N E,tp,Imthvp4pmdLn[4�fes.�rt[ ortPla. hide 349
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Job
Job
Truss
Truss Type Ory
Ply
AO26O161
FLO4
Floor 5
1
Job Reference (optional)'
Al moor cusses, ran vierce, rL senrm, aem,ynwA,uuam.w,n
Run: 8.120 s Nov 12 2017 Print: 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Feb 21 13:47:51 2016 Page 1
ID:9iSYtb8B64v_KWTATIJ68TzgAbe 5BMLFDtaZp_ooNsyB)al1UH7zvcekBUilvfrD7zivgc
0.1-8
Fi 1 2-6-0 2-0-0
1.5.4 II
1.5x4 = 3.3 = 1.5x4 II
1 2 3
11
1 2-0-0
1.5x4 11 313 =
4 5
9 83x3=
n.n =
3x6 =
3x6 =
LOADING(psf)
SPACING-
1-0-0
CSI.
DEFL.
in (loc)
Well
Ud
PLATES GRIP
TCLL 100.0
Plate Grip DOL
1.00
TC 0.83
Vein( 1)
-0.17 19-10
>795
360
MT20 2441190
TCDL 20.0
Lumber DOL
1.00
BC 0.66
Vert(CT)
-0.21 9-10
>671
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.40
Horz(CT)
0.02 7
n/a
n/a
BCDL 5.0
Code FBC2017/TP12014
Matrix-S
Weight: 67 lb FT = 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 cc bracing.
REACTIONS. (lb/size)
10 = 94810-3-8 (min. 0-1-8)
7 = 948/0-3-8 (min. 0-1-8)
Max Grav
10 = 948(LC 1)
7 = 948(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - Al forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-1449/0, 3-4=-1449/0,4-5=-1449/0
BOTCHORD
9-10=0/1080, 8-9=0/1449, 7-8=011080
WEBS
3-9=-347/0,4-8=-347/0,2-10=-1320/0,
2-9=0/637, 5-7=-1320/0, 5-8=0/637
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) Plates checked for a plus or minus 5 degree rotation
about its center.
=3) Rewmmend 2x6 stmngbacks, on edge, spaced at
10-0-0 cc and fastened to each truss with 3-10d (0.131'
X 3°) nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
LOAD CASE(S)
Standard
4
i
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e
Job Truss Truss Type Oty Ply . A0260160
71297' - FL03 Floor Supported Gable 1 1
Job Reference (opUodaO
At Roof Trusses, Fort Pierce, FL 34946, design@al lruss.00m Run. 8.120 s Nov 122017 Print 8.120 s Nov 12 2017 MiTek IndustInc Wed Feb 21 13 47 50 2018 Page---,
ID:9iSYtb8B64v_Kv✓rATlj68TzgAbe d?pz2tsyoWsxBDHmd03W UGI_JVQV?gQZWGvlhZzivg
12
IO
251a
,4
24 23 22 21 20 19 18 17 18 13
313 =
3x3 =
3.3 =
d 5 e 7 8 9 10 11
LOADING(psf)
SPACING- 1-4-0
CSI.
0.18
DEFL. in (loc) I/dell Ud
Vert(LL) n/a - n/a 999
PLATES GRIP
MT20 244/190
TCLL 100.0
TCDL 20.0
Plate Grip DOL 1.00
Lumber DOL 1.00
TC
BC 0.01
Vert(CT) n/a - nla 999
BCLL 0.0
Rep Stress Incr YES
WB 0.06
Matrix-S
Horz(CT) 0.00 13 n/a n/a
Weight: 81 lb Fr = 10%F, 10%E
BCDL 5.0
Code FBC2017/FP12014
LUMBER -
TOP CHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No.3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-" oc
puriins, except end verticals.
,
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
-
REACTIONS. All bearings 15-0-8.
(lb) - Max Grav
All reactions 250 lb or less at joint(s)
_
24, 13, 23, 22, 21. 20, 19, 18, 17, 16,
15 except 14=275(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - Al forces 250 (lb) or less except
when shown.
WEBS
11-14=263/0
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise indicated.
2) Plates checked for a plus or minus 5 degree rotation
about its center.
3) Gable requires continuous bottom chord bearing.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1.4-0'oc.
6) Recommend 2x6 strongbacks, on edge, spaced at
10-0.0 oc and fastened to each truss with 3-10d (0.131 °
-
X 3') nails. Strongbacks to be attached to walls at their
outer ends or restrained by other means.
7) CAUTION, Do not erect truss backwards.
LOAD CASE(S)
Standard
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Plw.Lude Blvd
nn.w(d.rry.emewdme.,e9hefwm.eMn.mun.lmfllepr^eWr§.(algMryn.. emeiry,.bpraeea54 u.gmudenms(do+:InL Fart vlefce, FL 30
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Job
Truss
Truss Type Oty
Ply
A0260159
71297
FL02A
Floor 8
1
Job Reference (optional '
Al moot I russes, Ycrr eierce, rL a+ar4, wes....
0-1-8
H 2-5-15
7x14 MT20HS=
Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MITek Industries, Inc. Wed Feb 21 13:47!50 2018 Page 1
ID:91SYtb8B64v_KWTATlj68TzgAbe-07pz2tsyoWsxBDHmd03WUGIpuVEX7cyZWGvII Ziivgd
1r 5144 ,, 2-1-15 11-574
Sx8 =
3x8 MT20HS FP=
4x6 = 3x6 II 3.6 11 7x8 =
R R 7R 974 to
4-8 .
Dead Load Deft. = 118In
7x14 MT20HS=
11 12 13
6x8 = 3x6 II 7.10 = 5x6 = 3x8 MT20HS FP-- Sx8 It 7x70 = US 11 6x8 =
1.5x4 SP= 3x6 II
3.12 MT20HS FP--
0
26
oN
15.8-12 17-0-3
2 711
Sfii-171
14.8-11
&I
b1-5 6 2-38 268-0
I
--9
0-822
2.-11 2634
1.04 03-7
Plate Offsets (X Y)
f1'Edge 0-0121 [9:0 3-00-001
[12:0-6-8
Edcel
[16.0-3-8 Edcel
[17:0-3-0 Edgel [21:0-2-12 Edgel
[25:0-1-8 0-0-121 [26:0-1-8 0-0-121
LOADING(psf)
SPACING- 14-0
CSI.
DEFL. in (lac)
I/deft
L/d
PLATES GRIP
TCLL 100.0
Plate Gdp DOL 1.00
TC
0.91
Vert(LL) -0.60 18-21
>525
360
MT20 2441190
TCDL 20.0
Lumber DOL 1.00
BC
0.78
Vert(CT) -0.75 18-21
>419
240
MT20HS 1871143
BCLL 0.0
Rep Stress Incr NO
WB
0.93
Horz(CT) 0.07 14
n/a
n/a
BCDL 5.0
Code FBC2017/TPI2014
Mat dx-S
Weight: 1931b FT= 10%F, 10%E
LUMBER -
TOP CHORD 2x4 SP M 31(flat) *Except'
T2: 2x4 SP M 30(flat)
BOTCHORD 2x4 SP M 31(flat) *Except'
81: 2x4 SP M 30(flat)
WEBS 2x4 SP No.3(flat) *Except*
W2: 2x4 SP No.2(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 4-7-14 oc
purlins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
3) A11 plates are 1.5x4 MT20 unless otherwise
indicated.
4) Plates checked for a plus or minus 5 degree
rotation about its center.
5) Recommend 2x6 slrongbacks, on edge, spaced at
10-0-0 oc and fastened to each truss with 3-10d
(0.131' X 3") nails. Strongbacks to be attached to
walls at their outer ends or restrained by other means.
6) In the LOAD CASE(S) section, loads applied to the
face of the truss are noted as front (F) or back (B).
REACTIONS. (lb/size) LOAD CASE(S)
24 = 2262/0-3-8 (min. 0-1-8) Standard
14 = 2297/0-3-8 (min. 0-1-8) 1) Dead + Floor Live tbalanced): Lumber
Max Grav UniformlnueasLoads
Plate Increase=1.00
24 = 2262(LC 1) Uniform Loads (plf)
14 = 2297(LC 1) Vert: -7, 1-7=-160, 7-27=260(F=-100),
13-27=-160=-160
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD
2-3=-5294/0, 34=-5294/0, 4-5=-8039/0,
5-6=-8046/0, 6-7=-8426/0, 7-8=-8426/0,
8-27=-8426/0, 9-27=-8426/0,
9-10=-8426/0, 10-11=5371/0,
11-12=-5365/0
BOTCHORD
23-24=013020, 22-23=013016.
21-22=016967, 20-21=0/8712,
--- 19-20=0/8712. 18-19=0/8712, —' — —
17-18=0/8426, 16-17=0/7406,
15-16=0/3073, 14-15=013076
WEBS
8-18=432/342, 9-17=1063/0,
2-24=-3587/0, 2-22=0/2770, 3-22=391/0,
4-22=-2048/0,4-21=0/1313, 6-21=-1015/0,
6-18=-907/644, 12-16=012787,
11-16=-306/0, 10-16=-2472/0,
10-17=0/1943, 12-14=-3655/0
NOTES-
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
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Job
Truss
Truss Type
Ply7129T
A02fi0158
•
FL02
FIOOT
Py
1
Job Reference o llonal
Al mom I NSSeS, rOf{ rlCf4tl, rL J-� co,a�„�wa
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Nov 12 2017 Print 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Feb 21 13:47:49 2078 Page 1
.ID:9iSYtb8B64v—KWfATli68TzgAbe-9oFbgYrJ7 Ck4Z4iZ3JXHY3Cfg5rFGBBQHrN86ziv6e
1r 7-4 i 2-1-15 1� 7 5
5.8 =
3x8 MT20HS FP=
3x6 II 3x8 II 6x6 =
5 6 78 9 10 r„ 11
0�-8
Dead Load per. =1181n
7x14 MT20HS=
12 13
y
22 27
20 19 18 17 tfi
15 14
6x8 = 7.8 =
5x6 = 3x8 MT20HS FP= 5x6 II
6x 10= 6x8 =
1.5.4 SP= 3z6 II
3x12 MT20HS FP=
114-1d
1a12 111
14$47d
2fi2_ 26-0
�-
92 5 —e
1-0-0 0-3-7
Plate Offsets (X,Y)— [1:Edge,0-0-12], [4:0-2-4,Edge], [9:0-3-0,0-0-0], [10:0-2-8,Edge], [15:0-3-4,Edge], [16:0-3-O,Edge], [20:0-2-8,Edge], [21:0-3-8,Edge], [23:0-1-8,0-0-12],
[24'0 1 8 0-0-12]
LOADING(psf)
SPACING- 1-4-0
CSI.
DEFL in (loc) I/dell
Lld
PLATES GRIP
TCLL 100.0
Plate Grip DOL 1.00
TC 0.82
Vert(LL) -0.57 17-20 >553
360
MT20 244/190
TCDL 20.0
Lumber DOL 1.00
BC 0.97
Vert(CT) -0.71 17-20 >441
240
MT20HS 1871143
BCLL 0.0
Rep Stress Incr NO
WB 0.83
Horz(CT) 0.08 14 n/a
We
BCDL 5.0
Code FBC2017lfP12014
Matnx-S
Weight: 189lb FT= 10%F, 10%E
LUMBER.
TOP CHORD 2x4 SP M 31(flat) *Except*
4) Plates checked for a plus or minus 5 degree
T2: 2x4 SP M 30(flat)
rotation about its center.
BOTCHORD 2x4 SP M 30(flat) `Except'
5) Recommend 2x6 strongbacks, on edge, spaced at
B3: 2x4 SP M 31(flat)
10-0-0 oc and fastened to each truss with 3-1 Od
WEBS 2x4 SP No.3(flat) *Except*
(0.131" X 3°) nails: Strongbacks to be attached to
W2: 2x4 SP No.2(flat)
walls at their outer ends or restrained by other means.
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 5-1-10 oc
LOAD CASE(S)
pur if�i,- except end verticals.
Standard
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (Ho/size)
22 = 217710-3-8 (min. 0-1-8)
14 = 217710-3-8 (min. 0-1-8)
Max Grav
22 = 2177(LC 1)
14 = 2177(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (lb) or less except
when shown.
TOPCHORD _
2-3=-4975/0, 3-4=-4975/0, 4-5=-7523/0,
5-6=-7531/0, 6-7=-7745/0, 7-8=-7745/0, -.
8-9=-7745/0, 9-10=-7745/0,
10-1 1=-4966/0,11-12=-4959/0
BOTCHORD
21-22=0/2920, 20-21=016549,
_
19-20=0/8097,18-19=018097,
17-18=018097,16-17=017745,
15-16=016812, 14-15=0/2908
WEBS
8-17=-333/423, 9-16=923/0,
2-22=349510, 2-21=012518, 3-21=388/0,
4-21=192810, 4-20=011193, 6-20=-85910,
6-17=994/564, 12-14=-3480/0,
12-15=0/2514, 11-15=-309/0,
10-15=-2243/0, 10-16=011744
NOTES.
1) Unbalanced floor live loads have been considered for
this design.
2) All plates are MT20 plates unless otherwise indicated.
3) All plates are 1.5x4 MT20 unless otherwise indicated.
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Anthony T.Toonbo 7➢, V.E.
38008380083
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Job
Truss
Truss Type city
Ply
A0260157
71297
FL01
Floor Supported Gable 1
1
Al Roof Trusses, Fort Pierce, FL 34 b, oeslgntgrlal uuss.cpm
0-e
"
Job Reference (Optional) -
Run: 8.120 s Nov 12 2017 Print 8.120 s Nov 12 2017 MTek Industries, Inc. Wed Feb 21 13:47:48 2018 Page 1
ID:9ISYtb8B64%_KW-rATIj68TzgAbe-hchDdCghGubDxw7N VbO2PrfflhkOXw5G3yQBcgzivgf
_ 3.3 = US FP= 3.3 =
j o 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 , 1 ,! 17 18 19 20 21 22 c
I ;zd5
4�11
r
r
SOREC,:9':y.5.'.M)c�:J'.5/,a:C:�M9:P:td?"a�:.'AU..k:A','�:��fiNtY<.`A.
44 43 42 41 40 39 38 37 36 35 M 33 32 31 30 29 28 27 26 25 24 23
3x3 = 3x3 = US FP= 3x3 = 3x3 =
LOADING(psf) SPACING- 1-4-0
TCLL 100.0 Plate Grip DOL 1.00
TCDL 20.0 Lumber DOL 1.00
BCLL 0.0 Rep Stress Incr YES
BCDL 5.0 Code FBC2017lTP12014
LUMBER-
TOPCHORD 2x4 SP No.2(flat)
BOT CHORD 2x4 SP No.2(flat)
WEBS 2x4 SP No,3(flat)
OTHERS 2x4 SP No.3(flat)
BRACING-
TOPCHORD
Structural wood sheathing directly applied or 6-0-0 oc
puriins, except end verticals.
BOTCHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. All bearings 26-6A.
(lb) - Max Grav
All reactions 2501b or less at joint(s)
44, 23, 42, 41, 40, 39, 38, 37, 36, 35,
34, 32, 31, 30, 29. 28. 27, 26, 25,
24 except 43=252(LC 1)
FORCES. (lb)
Max. Comp./Max. Ten. - All forces 250 (Ib) or less except
when shown.
NOTES-
1) All plates are 1.5x4 MT20 unless otherwise Indicated.
2) Plates checked for a plus or minus 5 degree rotation
about its center.
3) Gable requires continuous bottom chord beating.
4) Truss to be fully sheathed from one face or securely
braced against lateral movement (i.e. diagonal web).
5) Gable studs spaced at 1-4-A 00111
6) Recommend 2x6 stroggbecks'r on a'dde; spaced at
-10=0:0-oc and fasteeed_to each trus's Qth.3-10d-(0,131".
X3')nails. Strohg6'ackssto.,be'�ttich'edfawallsahlheir
outer ends or restraiq&b"yotherineahrf". --
LOAD CASEj)
Standard 41 : t.
Q m
(r
ij�74P ll( li`oi�l```4
46 Id
CSI.
DEFL.
in (loc)
I/deft
Ud
PLATES
GRIP
TC 0.12
Vert(LL)
n/a -
n/a
999
MT20
244/190
BC 0.01
Vert(CT)
n/a -
n/a
999
WB 0.05
Horz(CT)
0.00 23
n/a
We
Matrix-S
Weight: 144 Ib
FT = 10%F, 10%E
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4451 St. luxe Blvd.
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A-1 ROOF
TRUSSES
A FLORIDA CORPORATION
2E: Job 71297
Lumber design values are in accordance with ANSI1TPI 1-2007 section 6.3
These truss designs rely on lumber values established by others.
A-1 Roof Trusses
4451 St Lucie Blvd
Fort Pierce, FL 34946
Site Information:
customer Info: THE PORCH FACTORY Project Name: PORCH FACTORY STORAGE LOFT
-ot/Block: Model:
4ddress: 705 N 39th ST FORT PIERCE FL Subdivision:
City: County: St Lucie State: FL
Name Address and License # of Structural Engineer of Record, If there is one; for the building.
Vame: License #:
4ddress:
City:
General Truss Engineering Criteria Design Loads (individual Truss Design Drawings Show Special.
Loading Conditions):
Design Code: FBC2017/TPI2014 Design Program: MiTek 20120 8.1
Wind Code: ASCE 7-10 Wind Speed: 0
Roof Load: 0.0 psf Floor Load: 125.0 psf
This package includes 6 individual, dated Truss Design Drawings and 16 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal #
Truss Name
Date
No.
Seal #
Date
1
A0260157
FL01
4/16/18
13
STDL07
4116/182
A0260158
FL02
4116118
14
STDL08
RSTD.DETAIL
4/16/183
A0260159
FL02A
4116118
15
STDL09
4/16h84
A0260160
FL03
4116118
16
STDL10
4/16/185
AD260161
FL04
4/16/18
17
STDL11
L
4/16h8
6
A0260162
FL05
4/16/18
18
STDL12
STD. DETAIL
4116118
7
STDLOt
STD. DETAIL
4/16/18
19
STDL13
STD. DETAIL
4/16/18
8
STDL02
STD. DETAIL
4116/18
20
STDL14
STD. DETAIL
4116118
9
STDL03
STD. DETAIL
4/16/18
21
STDL15
STD. DETAIL
4116/18
10
STDL04
STD. DETAIL
4116/18
22
STDL16
STD. DETAIL
4/16118
11
STDL05
STD. DETAIL
4/16,118
12
STDL06
I STD. DETAIL
4/16118
The truss drawng(s) referenced nave oeen preparea oy mu en „mum„�. <a, ,,, Ur— or my �••e— .ter-•
Ltd.
Truss Design Engineer's Name: Anthony Tombo III
My license renewal date for the state of Florida is February 28,2019.
NOTE.The seal on these drawings Indicate acceptance of professional
engineering responsibility solely for the truss components shown.
The suitability and use of components for any particular building Is the responsibility of the
building designer, per ANSIITPI-1 Sec. 2.
The Truss Design Drawing(s)(TDO[s]) referenced have been prepared based on the
construction documents (also referred to at times as Structural Engineering Documental
provided by the Building Designer Indicating the nature and character of the work.
The design criteria therein have been transferred to Anthony Tombo III PE by [Al Roof
Trusses or specific location]. These TDDs (also referred to at times as'Structural
Engineering Documental are specialty structural component designs and maybe part of the
project's deferred or phased submittals. As a Truss Design Engineer (i.e., Specialty
Engineer), the seal here and on the TDDQrepresent5an acceptance of professional
engineering responsibility for the design of the single Truss depicted on the Too only. The
Building Designer is responsible for and shall coordinate and review the TDDs for
compatibility with their written engineering requirements. Please review all TDDs and all
related notes.
ad on the parameters provided byA-1 Roof Trusses,
Page 1 of 1
4451 ST. LUCIE BLVD
FORT PIERCE, FL 34946 '
Aunoo olon-I "3s
Ag
was
F t W --
-')(OPY
PH: 772-409-1010
FX: 772-409-1015
www.AlTruss.com
TRUSS ENGINEERING
BUILDER: THE PORCH FACTORY
PROJECT: PORCH FACTORY STORAGE LOFT
COUNTY: ST LUCIE
LOT/BLK/MODEL: PORCH FACTORY STORAGE LOFT
JOB#: 71297
MASTER#: B50908
OPTIONS: NO OPTIONS
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