HomeMy WebLinkAbout96080687-DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCEST. LU&IE 4.•OUNTY u
DEPARTMENT OF COMMUNITY DEVELOPMENT
• ����� 2300 VIRGINIA AVENUE. ROOM 201
FT. PIERCE, FL. 34982-5652
BY 407-462-1553
at, LwareGOP*
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
This uertifical on is to be completed by the project design architect or engineer. This Certification must be submitted with all
applications for building permit involving the construction of new residence (single or mufti -family), residential addition, any accessory
structure re4se
g a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided
that no afrol walls, columns or other similar component is being effected) and certain other minor building permits. For further
assistance, contact the Building Inspection Office at 462-1553 or 462-2172.
PROJECT N
e f: A ( iJ �P o (Z Ap D 1TIo
. :OFFICE:USE:ONLY
IAIIME
STREET ADt TRESS
PR NUMBER
i
i
i
PERMIT NUMBER
OCCP. TYPE
CST. TYPE
S,r- 'C I I1-1;A_I TUN 5 I A 1 tNltNi :
I� CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE: PLANS AND SPECIFICATIONS
HAVE BEEN'�DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL
ELEMENTS (!DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
1..
BUILDiNG
CODE EDITION. USED (YEAH 14f 1 SBCCI ASCE 7-88
OTHER (SPECIFY)
2.
BUILDING
DESIGN IS (cHEac oW ENCLOSED PARTIALLY ENCLOSED X
OPEN BUILDING
3.
BUILDING
� It
HEIGHT: FT 4. WIND SPEED USED IN BUILDING
DESIGN: '((C, MPH
b.
WIND
,EXPOSURE CLASSIFlCATION, IFEF TO E7G =M TABLES NOUN NG cope MENMEo iN UNE •I):
6.
AVER
I1GE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE
Z S� PSF
7.
PEAK
WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE.-S�
� PSF
8.
�I ANCE/USE FACTOR (OBTAIN FROM MUNNG cooE): C�
9.
LOAc
s!: FLOOR 3 0 — 4 c) PSF ROOFIDEAD: q- PSF
ROOFA IVE PSF
10.
WERBI SHEAR WALLS CONSIDERED FOR STRUCTURE (afar ow) YES NO
expla bon)
K NO, why? (attach
"NUOUS
IS A
expla
LOAD PATH PROVIDED (amEac ow YES NO
fin)
If NO, why (attach
i
12.
ARE
expla
COMPONENT AND CLADDING DETAILS PROVIDED Mmm oW YES NO
- )
If NO, why? (attach
13.
I
MINIMUM
SOIL BEARING PRESSURE DSO C7 PSF
AS
WITNESSED
BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION
LIDWITH THIS
IN4F.
CERTIFICA
ON IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND
BENAME:
PA
L �� L- C t� CERTIFICATION .NO: zTt ��DESIGN
FIR
: PAUL v�F—LCK 11�1 L DATE: S I G
I
tq 896
Zo ��
«<A.C.E.S
Version 7.2>>>>=___==[ 021809
3-===-==C«<PERFECTION.TRUSS>>>->===
,ustomer : LIBRA\MCCAIN
Tue Aug 20
08:44:23 1996
Iroject #: 96279-QC
Truss ID
: T01
Family #
104
pan 20-0
Quantity
: 9
Top Pitch
5./12
FORCES - GRAUITY LOADS
REACTIONS - SIZE
1
2=-1331 5-6= 1221 2-7=-226
1=-877
3.50
2=3=-1252
6-7= 817 3-7= 491
5=-877
3.50
3
4=-1252 7-1= 1221 3-6= 491
4
f =-1331 4-6=-226
PROUIDE
FOR 504 LDS UPLIFT AT JOINT 1 (0.67)
P
OUIDE FOR 584 LBS UPLIFT AT JOINT 5 (0.67)
P
OUIDE FOR 83 LBS HORIZ. REACTION AT JOINT l
PLA
E OFFSETS (R=LIFT,Y=TOP):[j6=3,23,
12_ 0 i 5-3-14 +
10-0 _+
14-8-2
2.0-0
, 2-8 �
5-3-14
4-8-2
4-8-2
5-3-14
4x4
2x4 3 2x4
t4
5
7 6
3x4 5x6
6-0 14-0 1 20-0
I 06-0 8-0 6-0 -�
L HL TO PH:10-10 R. HL TO PH :10-10
LIFT HEIGHT:0-4-1 SPAN:20-0 RISE:4-6-1 RIGHT HEIGHT:&-4-1
LADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
i L D TOP 3-4=0.561 TOP CHORD:2*4 No.2ND 19 SP
T P 20 7 BOTT 7-1=0.502 BOT CHORD:2*4 No.2ND 19 SP
!OTT 0 1.0 LL.DEFL.@7=0.05 < L/360 WEBS :2*4 No.2ND 19 SP
STR.INC.: LUMB = 1.25 PLATE 1.25 SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED NO.. OF MEMBERS = 1
TRUSS HflS BEEN CHECKED FOR 1]0 M.P.H. WIND LOAD GALL HEIGHT 9 f1, ENCLDSED BLDG. TYPE ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC).
PLATES ARE NITEK MZD-258 216 MANUFACTURED FROM ASTM A.H6 GRD A GflLUANIZED STEEL(E'XCEPI AS SHOWN)
P 1E MUST BE INSTALLED dN EACH. FACE OF JOINT, SYNMETRICALLY(ESCEPT AS SHOUN)DESIGH CONFORMS WITH NOS DESIGN SPECS, SSBC,TPI-91
TH S DESIGN IS FOR TRUSS FADRICATION ONLY. FOR PERMANENT AND TEMPORARY BRACING(UHICH IS.RLUAYS REQD)CDHSULI BLDG ARCHITECT OR ENGINEER.
Q eo 2 y-
h
N
<DRAWING>>>>==__________[ 021810 ]=====________<•<< PERFECTION.TRUSS>.'>>>___
Customer LIBRA\MCCAIN Tue Aug 20 08:45:11 1996
Project #: 96279-QC Truss ID : GB1 Family # : 104 JO'p
Span 20-0 Quantity : 2 Top Pitch : 5./12
ITES:(1)-Gable studs spaced at 24 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuous bearing provided along entire bottom chord
(4)-Provide 1X4 plates at each end of gable stud unless otherwise noted
8-0 5-3-14 1, 110-0 1 14-8-2 20-0 2-0
r + 5-3-14 1 4-8-2 4-8-2 T 5-3-1.4 1 �
3:
L�I HL TO PH:10-10
LEFT HEIGHT:0-4-1
4x4
K4
6-0 1.4-0 20-0
6-0 8-0 6-0
R. HL TO PH :10-10
SPAH:20-0 RISE:4-6-1 RIGHT HEIGHT:0-4-1
DING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP CHORO:2*4 No.2ND 19 SP
20 7 BOT CHORD:2*4 No.2ND 19 SP
T 0 10 LL.DEFL.00=0.00 < L/360 WEBS :2*4 No.2ND 19 SP
INC.: LUMS = 1.25 PLATE = 1.25 SPACING : 24.0 in. o. c,
ETITIVE STRESSES USED NO. OF MEMBERS = 1
;S HAS BEEN CHECKED FOR 110 M.P.H. WIND LOAD, WALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.6+5) (SBC).
[ES ARE MITEK M2O-159.,216 MANUFACTUP,ED FROM ASTM A 446 GRO A GALOANIZED STEEL(EXCEPT AS SHOWN)
T MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGH CONFORMS WITH NOS DESIGN SPECS, SSBC TPI-91
i DESIGN IS FOR TRUSS. FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULI BLDG ARCHITECT OR ENGINEER.
C2 ' 77,
<<<A.C.E.S
Version 7.2>>>>_=====E
021811
3==___==<<<<PERFECTION:TRUSS>>>>___
Customer
LIBRA\MCCAIN
Tue Aug 20 08:45:52 1996
Project
#: 96279-QC
Truss ID
T2
Family # 101 �p
Span
10-0
Quantity
5
Top Pitch 5./12
_-�-===x=
FORCES - GRAVITY LOADS
REACTIONS - SIZE
1
'2=-949
3-4- 412 2-4= 97
1=-507
3150
213=-449
1-1- 412
3--507
3.50
FOR 364 LBS UPLIFT AT JOINT 1 (0,72)
FOR 364 LBS UPLIFT AT JOINT 3 (0.72)
FOR 41 LBS HORIZ. REACTION AT JOINT 1
2-0 5-0 10-0 2-0
5-0 5-0
3
4x4
2
4
2x4
5-0 10-0
5-0 5-0
t4
3
L.1'HL TO PH:5-5 R. HL TO PH :5-5
LEFT HEIGHT:0-4-1 SPAN:10-0 RISE:2-5-1 RIGHT HEIGHT:0-4-1
=_=____________________________________________________________________________
LOrDING (PS F) MAX STRESSES MINIMUM GRADE OF LUMBER
A, L D TOP 2-3=0.390 TOP CHORD:2*4 No.2ND 19 SP
TO, 20 7 BOTT 4-1=0.191 BOT CHORD:2*4 No.2ND 19 SP
BO,T 0 10 LL.DEFL.@4=0.01 < L/360 WEBS :2*4 No.2ND 19 SP
T
ST;.INC.: LUMB = 1.25 PLATE = 1.25 SPACING : 24.0 in. o. c.
RE;ETITIVE STRESSES USED NO. OF MEMBERS = l
TRUSS HAS BEEN CHECKED FOR 119 M.P.N. WIND LOAD UALL HEIGHT 9,FT, ENCLOSED BLUE TYPE ASSUMING 10 PSF TOTAL D.L.(5+5) (SBC),
PLACES ARE MITEK M20-258,216 MANUFACTURED FROM ASTM A 446 GRD A GALURNIZED STEEL(ESCEPt AS SHOUN)
PLATE MUST BE INSIALLED ON EACH FREE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOUH)DESIGH CONFORMS WITH NOS DESIGN SPECS SSBC,IPI-91
THIS' DESIGN IS FOR.TRUSS FABRICATION ONLY,FDR PERMANENT AND TEMPORARY BRACIN6(UHICH IS flLURYS REQD)CONSULT BLDG WHITECT OR EN6INEER.
60 %-o
DRAWING>> >>=====__-___=[ 021812 ]=========_===<<<<PERFECTION.TRUSS>>>>===
ustomer : LIBRA\MCCAIN Tue Aug 20 08:46:31 1996
roject #: 96279-QC Truss ID GB2 Family # 101 JD
pan 10-0 Quantity 1 Top Pitch S./12
-=-ccxc:csss=c ccxc=s xcccc===x====c=..=...=-ssc==xxsssxcsc=x:=ssasc=====xcsc xss=ssc
ES:(1)-Gable studs spaced at 24 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuou.s bearing, provided along.entire bottom chord
(4)-Provide 1X4 plates at each end of gable stud unless otherwise noted
2-0 5-0, 10-0 2-0
5-0 5-0
3
4x4
2
4
K4
5-0 , 10-0 i
5-0 5-0
LHL TO PH:5-5 R. HL TO PH :5-5
L � FT •HEIGHT : 0-4-1 SPAM :10-0 H ISE :2-5-1 RIGHT HEIGHT :0--4-1
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
�I L D TOP CHORD:2*4 No.2ND 19 SP
T P 20 7 BOT CHORD:2*4 No.2ND 19 SP
BITT 0 10 LL.DEFL.@0=0.00 <: L/360 WEBS :2*4 No.2NO 19 SP
STR.INC.: LUMB = 1.25 PLATE = 1.25 SPACING : 24.0 in. o, c.
RITPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 1.10 M.P.H. UIND.LOAD, WALL HEIGHT 9 FT ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL O.L.(S+5) (SBC).
PLATES ARE MITEK M20-258 216 MANUFACTURED FROM ASTM A 116 GRD A 66LURNIZED STEEL(EXCEPT AS SHOWN)
PLATE MUST BE INSTALLED bN EACH FACE Of JOINT, SYMMETRICALLY(EXCEPI AS SHOUN)DESIGH CONFORMS WITH NDS DESIGN SPECS SSBC TPI-91
THIS DESIGN IS.FOR TRUSS FABRICATION OHLYjOR.PERMBNENT AND TEMPORARY BRACING(UHICH_IS ALWAYS REQD)CONSULT BLDG ARHITE11 OR ENGINEER.
DRAWING>>>>=___________[ 021803]_____________;«<PERFECTION.TRUSS>>»___
Customer : LIBRA\MCCAIN Tue Aug 20 08:35:33 1996
'Project #: 96279Q Truss ID : GB1 Family # 103 �p
;Span 18-0 Quantity : 1 Top Pitch 5./12
c cc=cocc=coca==ccc c===ccccmc=c=a=a�.=ceccaccc=ccaaac==cca=acec=acccc==ccc
N TES:(1)-Gable studs spaced at 24 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuous bearing provided along entire bottom chord
(4)-Provide iX4 plates at each end of gable stud unless otherwise noted
2-0 4-9 9--0 13-3 18-0 2-8
4-9 4-3 4-3 4-9
3
4x4
3
6
K4
9--0 �8-0
9-0 9-0
L. AL TO Px:9-9 R. HL TO PH :9-9
LEFT HEIGHT:6-4-i SPAN:10-0 RISE:4-1-1 RIGHT HEIGHT:0-4-1
LOiDING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
I L D TOP CHORO:2*4 No.2ND 19 SP
TO, 20 7 BOT CHORD:2*4 No.zND 19 SP
BO T 0 10 LL.DEFL.@0=0.00 i L/360 WEBS :2*4 No.2ND 19 SP
ST INC.: LUMB - 1.25 PLATE = 1.25 SPACING : 24.0 in. o. c.
REIIETITIVE STRESSES USED NO. OF MEMBERS = 1
TRU 5 HAS AEEN [NECKED FOR 11O.M.P.H. UIND LOAD, UALL HEIGHT 9 FT, ENCLOSEO BUG. TYPE, 8SSUMING 10 PSF TOTAL B.L.(S+G) (SAC).
PLO JES ORE MITEK M2O-25O 216 MANUFACTURED FROM ASIM B 146 GRO A 6BLUANIZED STEEL(ERCEPT flS SHOUH)
PL4THISi ESIGHBISIFORATR 6JOINT, CY TRUSS RICATION ONLY.FORPERMBH119 ANDTEMPO TRYSBRACCIIH6D(UHICH ISNRRORBSSUgO )CONSULTGBLDGEBR�HITECIT R ENGINEER.
(ID
«<A.C.E.S
Version 7.2>>>>--==E
021Q04
J==a==--<<<<PERFECTION.TRUSS>>>>=_=
Customer
: LIBRA\MCCAIN
Tue Aug 20 08:36:25 1996
Project
#: 96279Q
Truss ID
T1
Family # 103
Span
18-0
Quantity 18 Top Pitch 5./12
FORCES
- GRAUITY LORDS
REACTIONS - SIZE
1
2=-1105
5-6= 1012 Z-6=-271
1--B03
3.50
2
3=-831
6-1= 1012 3-6= 410
5=-803
3.50
3
4=-831
4-6=-271
4,5=-1105,
FOR S40 LBS UPLIFT 81 JOINT 1 (0.67)
FOR 540 LBS UPLIFT BT JOINT 5 (0.67)
FOR 75 LBS HORIZ. REACTION BT JOINT 1
2-0 4-9 9-0 13-3 18-0 2-0
4-9 4-3 4-3 4-9
4x4
2x4 3 2)<4
K4
5
6
3x6
9-0
18-0
JHL
9-0
9-0
TO Pit : 9-9
R . HL TO Pit
:9-9
LEST
HEIGHT:8-4-1
SPAM:18-0
RISE:4-1-i RIGHT HEIGHT:8-4-1
_-�----aacs==p=ssc==ss==s====rac=vc=cn=a
LOADING (PSF)
scxs==x=cao=cca=c==c_c=s====s===ssx=s=asa
MAX STRESSES MINIMUM GRADE OF LUMBER
L D
TOP 4-5=0.463i
TOP CHORD:2*4 No.2NO 19
SP
TOP 20 7
BOTT 5-6=0.57Bi
BOT CHORD:2*4 `No.2ND 19
SP
BO�TT-
0 10
LL.DEFL.@6=0.04;<-L/360
WEBS :2*4 No.2ND 19
SP
S
INC.: LUMB = 1.25
PLATE = 1.25
SPACING : 24.0 in, o.
c.
REjPETITIVE STRESSES USED NO. OF MEMBERS
S HAS BEEN CHECKED fOR 110 M.P.H. WIND LOBO WALL HEIGHT 9 FT, ENCLOSED BUS TYPE ASSUMING 10 PSF T01BL D.L.(545) (SAC).
IS BRE MIIEK M20-258 216 MAHUFACIURED FROM AS1M A 446 GRO 0 GBLUBNIZED STEEL(ERCEP BS SHOUN)
E MUST BE INSTALLE➢ UN ERCH FACE Of JOINT,. SYMMETRICALLY(ESCEPT BS SN umbESI6N CONFORMS WITH us DESIGN SPECS SSBC m-91
DESIGN IS FOR TRUSS FBBRICBIION ONLY.FOR PERMNNENT RHO TEMPORARY BRRCING(UHICH IS BLUBYS REVEGNSULT BLDG RRHITEH OR ENGINEER.
0 V
<<<DRAWING>> >>____________[ 021805]_____________<<<<PERFECTION.TRUSS>>>>___
Customer : LIBRA\MCCAIN Tue Aug 20,08:37:43 1996 �, p
Project #: 96279Q Truss ID V1 Family # 101
Span 16-0 Quantity : 1 Top Pitch : 5./12
===onom=cxv=========z=xx===s==c=s====x=xa=====xx=====c====c=xxxs7==x==ue======x=a
NOTES:(1)-Gable studs spaced at 48 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuou5 bearing provided along entire bottom chord
(4)-Provide 1X4 plates at each end of gable stud unless otherwise noted
4x4
4
8-0
8-0
16-0
8-0
L. HL TO PH:8-8 R. HL TO PH :8-8
LEFT HEIGHT:0-0 SPAN:16-0 RISE:3-4 BIGHT HEIGHT:0-0
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP CHORD:2*4 No.2ND 19 SP
TOP 20 7 BOT CHORD:2*4 No.2ND 19 SP
BOTT 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2*4 No.2ND 19 SP
STR.INC.: LUMB = 1.25 PLATE = 1.2E SPACING : 24.0 in. o. c. -
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 119 M.P.H. UIND LOAD, UALL HEIGHT 9 F1, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(S+S) (SBC).
PLATES ARE MITEK M2Q 256 216 MANUFACTURED FROM ASTM A 446 GRO A GALUANIZED STEEL(ESCEPT AS SHOWN)
PLATE MUST BE INSTALLED 6N EACH FACE OF JOINT, SYMMETRICRLLY(EXCEPT AS SHOUN)DESIGN CONFORMS UITH NOS DESIGN SPECS SSBC IFI-91
THIS DESIGN IS FOR. TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(UHICH I5 ALWAYS REQD)CONSULT BLDG ARIHITEEf OR ENGINEER.
I
V2
<<DRAWING>>>>==___=======E 021806]=============<<<<PERFECTION,TRUSS>>>>===
0ustomer '.LIBRA\MCCAIN Tue Aug 20 08:39:31 1996
Project #: 96279Q Truss ID V2 Family # 101
pan 12-0 Quantity 1 Top Pitch : 5./12
-- 1=---------_-�.----.-...-a=----.--=---.Y.�..-a-a----=-C--.-.---.--S===C=--•====C==CSC--�C-Z=
NO.ES:(1)-Gable studs.spaced at 48 inches O.C.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuous bearing.provided along entire bottom chord
(4)-Provide 1X4 plates at each end of gable stud unless otherwise noted
6-0 12-0 ;
6-0 6-0
i
6-0
6-0
4x4
2
4
12-0
6-0
L.I;'HL TO PH:6-6 R. HL TO PR :6-6
LEFT HEIGHT:0-0 SPAN:V-0 RISE:2-6 RIGHT HEIGHT:0-0
I
LO�0 NG (PS F) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP CHORD:2*4 No.2ND 19 SP
T0; 20 7 BOT CHORD:2*4 No.2ND 19 SP
BO�T 0 10 LL.DEFL.@0=0.00 < L/360 WEBS :2*4 No.2ND 19 SP
a�
STI.INC.: LUMB = 1.25 PLATE = 1.25 SPACING : 24.0 in. o, c.
REPETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 110 M.P.H. UIND LOAD,.UALL HEIGHT 9 FT, ENCLOSED BLDG. TYPE, ASSUMING 10 PSF TOTAL D.L.(54) (SBC).
PLATES ARE MITEK M20-250 216 MANUFACTURED FROM ASTM A % GRO A GOLUANIZED STEEL(ERCEPT AS SHOUN)
PLATE MUST BE INSTALLED 6H EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOUN)DESIGN CONFORMS UITH NOS DESIGN SPECS SSBC TPI-91
TNISj DESIGN IS FOR TRUSS .FABRICATION OHLY.FOR PERMANENT AND TEMPORHRY BRACIHG(UHICH IS HIUOYS REOD)CONSULT ➢LDG RHITE0 OR ENGINEER.
t:<DRAWING>>>>_______==-==[ 021807]_____________:«<:PERFECTION.TRUSS » >>___
(Customer : LIBRAIMCCAIN Tue Aug 20 08:40:11 199G
(Project #: 96279Q Truss ID V3 Family # : 101 `fD
Span 8-0 Quantity 1 Top Pitch : S./12
V TES:(1)-Gable studs spaced at 48 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuous bearing provided alon entire bottom chord
(4)-Provide 1X4 plates at each end o gable stud unless otherwise noted
4-0 --r- 8-0
-- -i
4-0 4-0
4x4
a
4
4-0 8-0
4-0 4-0
LI; HL TO PH:4-4 R. HL TO PH :4-4
LEFT•HEIGHT:0-0 SPAN:8-0 RISE:1-8 RIGHT HEIGHT:0-0
L ADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
L D TOP CHORD:2*4 No.2ND 19 SP
T P 20 7 BOT CHORO:2*4 No.2ND 19 SP
BDTT 0 10 LL.DEFL.@0=0.00 <; L/360 WEBS :2*4 No.2ND 19 SP
S R.INC.:-LUMB = 1.25 PLATE = 1.25 SPACING : 24.0 in. o. c.
REPETITIVE STRESSES USED -- - NO. =OF MEMBERS = 1-
HAS BEEN CHECKED FOR 110 M.P.H. UIND LOAD, UALL HEI6HI 9 FT, ENCLOSED BLDG. TYPE ASSUMING 10 PSF TOTAL D.L.(S+S) (SBC).
S ARE MITEK M2O-258,216 MANUFACTURED FROM ASIN A % GRD A GALUANIiED STEEL(ERCEPf AS SHOUN)
MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(ERCEPT AS SHOUN)DESIGN CONFORMS QITH NOS DESIGN SPECS SSBC TPI-91
DESIGN IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACING(UHICH IS ALUAYS REQO)COHSULT BLDG 00HITECI OR ENGINEER.
< <'IDRAWING??»==_=========E 021 808 .T============= <!< <PERFECTION. TRUSS»»===
ustomer : LIBRA\MCCAIN Tue Aug 20 08:41:03 1996
Project #: 96279Q Truss ID 44 Family # 101
Span 4-0 Quantity 1 Top Pitch : 5./12 �Q
NOTES:(1)-Gable studs spaced at 48 inches o.c.
(2)-Brace vertical studs in accordance with standard gable end detail
(3)-Continuous bearing provided along entire bottom chord
(4)-Provide 1X4 plates at each end of gable stud unless otherwise noted
2-0 4-0
2-0 2-0
I
I
4x4
2
3x4 __ -�
4
2-0 --i- 4-0
2-0 r 2-0
L . I;HL TO PH: 2-2 R . HL TO PH :2-2
LEFT HEIGHT:0-0 SPAN:4-0 AISE:0-10 RIGHT HEIGHT:0-0
LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER
I., L D TOP CHORD:2*4 No.2ND 19 SP
TOP 20 7 BOT CHORD:2*4 No.2ND 19 SP
BOTT 0 10 LL.DEFL.@0=0,00 < L/360 WEBS :2*4 No,2ND 19 SP
---.._--._--•_•---S._--.--...-'A-.--SL'---_.---C--------===SCC==TCS'-^�=�:====SSCCC--.--•----5==
ST1.INC.:-LUMB-= 1.25-PLATE = 1.25 SPACING : 24.0 in. o. c.
RE�iETITIVE STRESSES USED NO. OF MEMBERS = 1
TRUSS HAS BEEN CHECKED FOR 119 M.P.N. WIND LORD, UBLL HEIGHT 9 FT, ENCLOSED BLDG.- TYPE, ASSUMING 10 PSF TOTAL D,L.(S+S) (SBC).
PLATES ARE MITEK M20-258,216 MANUFACTURED FROM RSIM A 116 GRO A GBLUANIZED STEEL(ESCEPT AS SHOUN)
PLfl1. MUST BE INSTALLED ON EACH FACE DF JOINT, SYMMETRICALLY(ESCEPT AS SHOUN)DESIGH CONFORMS UITH NOS DESIGN SPECS, SSBC,TPI-91
THISiOESIGH IS FOR TRUSS FRBRICATION ONLY.FOR PERMRNENI RHO 1EMPORRRY BRACING(UHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER.