HomeMy WebLinkAbout4175 Orlando Dr 20718 Roofing diagramsL�
MCB
JOB: DH SP19GA
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR.
TOP
CHORD 2X8
SO. PINE #1 DKD 15X
2 COMPLETE TRUSSES
REQUIRED - --
BOT
CHORD 2X6
S0. PINE #1 DKD 15X
WEBS 2X4
SO. PINE #2 KD 15X, EXCEPT AS SHOWN
FASTEN TOGETHER WITH 16D
NAILS
TOP CH ------------------ 9"
O.C.
:WI-2X4
SO. PINE
#2 DKD 15X ::W2-2X6 SO. PINE #1 DKD 15Y.
WEBS ------------------ 12"
O.C.
BOT CH ------------------ 16"
O.C.
110
WANE OR KNOTS
SHALL OCCUR IN THE PLATE CONTACT AREA.
NOTE: (1) 1/2" DIA. THRU BOLT
MAY BE SUBSTITUTED
FOR (2)-160 NAILS IN EITHER
TOP OR BOTTOM CHORDS.
ALL
PLATES ARE
TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP CHORD BOLT SPACING NOT TO
EXCEED 18" O.C..
TOP
TO BOTTOM,
EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE
DRAWING 139
FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
* SCAB BRACE, SAME SIZE, GRADE AND LENGTH AS WEB MEMBER.
ATTACH WITH 16D NAILS @ 4"
O.C. BRACING MATERIAL TO
TRUSS
DESIGNED
WITH EQUAL PANELS BETWEEN INSIDE ENDS
BE SUPPLIED BY ERECTION CONTRACTOR.
OF
SCARF CUTS
EXCEPT AS OTHERWISE NOTED.
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PURLINS SPACED AT A MAXIMUM OF 24" O.C.
+ Provide connection for3400#" uplift. Anchorage must be
continuous to the foundation.
This truss is designed to be used on a building with no
sides open. Wind pressure based on 100 MPH.
NOTE: 2x4 43 Hem -Fir or better continuous lateral bottom
chord bracing @ 60" max. o.c. required. Attach with 2-16d
nails. Bracing material to be supplied and attached at both
ends to a suitable support by erection 1OX10
contractor. IIXG
2.00 12____
5x10 6x8 4X5
0-11-1 1
1.5X4 3x4 uX8
L;
S185x10
BEARING LOCATIONS MUST BE MARKED ON TRUSS BY TRUSS FABRICATOR
TO INSURE PROPER ERECTION.
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
3x4 3x5
5X5
1OX10
— T
8-8-1
* ul— u2—
7X8 5X5 3x8�n 3x5
`-4 SIG -G -0
R-5562� V- 5.50"
PLATE TYPE --ALPINE SEON--177372 FURNISH R CDPY OF THIS DESIGN TO ERECTION CONTRACTOR
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE
* )E I MP ORT RN T * * SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HRNOLING, ERECTION FIND
OEYIRTION FROM THESE SPECIFICATIONS OR THY DEVIATION FROM BRRCING.SEE -BYT-76',(BRACING VOW TRUSSES: c�5 A
0 0 0 o THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COhMENTRRY FND RECWMENORTIONS-�1P1). SEE.•�(\FICp ?
O CT o o V1TH THE 'OUALITY CONTROL MFNURL' BY TPI. ALPINE CONNECTORS THIS DESIGN FOR FODITIOJAL SPECIAL PERMR- ; 'C .V
`a Trc •:
O O O O ARE MFNUFACTUTED FROM 20 GAUGE GALVANIZED STEEL UNLESS NENT BRACING REOUIREMENIS. UNLESS OTHERWISE
PINE OTHERWISE SHOWN, MEETING REWIREMENTS OF RSTN R44G GRACE A. SHOWN, TOP CHORD SHALL BE LATERFLLY BRACED
APPLY CONNECTORS TO BOTH FACES AT ERCH ,HINT AND LOCATE AS WITH PROPERLY ATTACHED PLYWOOD SHERIHING,
o SHOWN. BEARING Y[OlHS ARE 4' NOMINAL UNLESS OTHERWISE SHJ]WN. BOTTOM WITH RIGID CEILING OR BARGING p
TRUSS THIS
T;
o DESIGN
AND
NiTP-78 OR PCT-771IINTERIM)CAC4E PROVISIONS OF DES1CNEWII HEFFIRENJS RETARDANT TREATED LUMBER I',fRED ,--TPI - TRUSS PLATE INSTITUTE, NOG - NATIONAL DESIGN SPECIFICATION FOR '4000 CONSTRUCTION uu......
+ f 1-6-0
R-5970# u- 5.50"
DESIGN CRIT TPI -78 REFU-55-37
SCALE - 0.1867
TC LL
TC DL
BC DL
TOT. LD.
20.0 PSF
3.0 PSF
2.0 PSF
25. 0 PSF
DATE
11/12/B4
DRUG.
805,633
HC-ENG
TEM/RBB
O/A LEN. qG -6 -0
OUR.FAC.
1.33
PITCH
2.0/12
SPACING
120.0"
1 TYPE
MONO
BME
JOB: DH SP196
THIS DESIGN HAS BEEN PREPARED FROM COMPUTER INPUT SUBMITTED BY TRUSS FABRICATOR.
!TOP CHORD 2X8 SO. PINE #1 DKD 15X
BOT CHORD 2XG SO. PINE #1 DKD 15X
WEBS 2X4 SO. PINE #2 KD 15X
NO WANE OR KNOTS SHALL OCCUR IN THE PLATE CONTACT AREA.
ALL PLATES ARE TO BE CENTERED ON THE JOINT, LEFT TO RIGHT AND
TOP TO BOTTOM, EXCEPT WHEN LOCATED BY CIRCLE OR DIMENSION.
SEE DRAWING 13Z FOR "PLATE LOCATIONS ON TYPICAL JOINTS."
NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING
AND ERECTION OF TRUSSES. SEE "WARNING" NOTE BELOW.
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER AND TRUSS
FABRICATOR TO REVIEW THIS DRAWING PRIOR TO CUTTING LUMBER TO
VERIFY THAT ALL DATA, INCLUDING DIMENSIONS AND LOADS, CONFORM
TO THE ARCHITECTURAL• PLANS/SPECIFICATIONS AND FABRICATOR'S
TRUSS LAYOUT.
Bottom chord must be laterally braced Ca 60" o.c. Bracing
system is the responsibility of the building designer.
4X4
OX10 3X5
6X8 3.00 C
12
6X8
1.5X4 3X5 12X14
IR-7412# W- 5.50"
,PLATE TYPE--RLPINE
4 O O O = C=
C] �] C' O O
O O C� 0
0 0 0 0
0 o LPIN o 0
TRUSS
0 0 0 0 0 0
2 COMPLETE TRUSSES REOUIRED -
FASTEN TOGETHER WITH : 16D NAILS
TOP -CH ------------------ 9" O.C.
WEBS ------------------ 12" O.C.
BOT CH ------------------ 16" O.C.
NOTE: (1) 1/2" DIA. THRU BOLT MAY BE SUBSTITUTED
FOR (2)-16D NAILS IN EITHER TOP OR BOTTOM CHORDS.
TOP CHORD BOLT SPACING NOT TO EXCEED 18" O.C..
TRUSS DESIGNED WITH EQUAL PANELS BETWEEN INSIDE ENDS
OF SCARF CUTS EXCEPT AS OTHERWISE NOTED.
TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED
PURLINS SPACED AT A MAXIMUM OF 24" O.C.
+ PROVIDE CONNECTION FOR 4705 LBS UPLIFT. ANCHORAGE MUST BE CONTINUOUS
TO THE FOUNDATION.
Q Symm about
8X8
5X8
25-0-0 1 25-0-0
50-0-0
MCI
3X5 1OX10
/�1-�-- 12
�- 3.00 6X8
GX8
12XI.4 3X5 1.5X4
SEON--177114 FURNISH R COPY OF THIS DESIGN TO ERECTION CONTRACTOR
FLPINE ENGINEERED PRCOUCTS, [NC. - TRUSSES REQUIRE EXTREME CARE
* * I M P ORT RN T x � SHALL NOT BE RESPONSIBLE FOR ANY 41RRN I N G I HANDLING, ERECTION AND
DEYIRTION FROM THESE SPECIFIDRTIDNS DR FNY DEYIRT[ON FROM BRACING.SEE 'B'1T-76",IBRRC[NG vow rftus:�s: ,:'F,S C' Fi 00,
THIS DESIGN OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE COMMENTRRY FND REC(xIMENORTIONS--TPI). SEE �'���'•,•a , IFIC�••,
WITH TFE -QUALITY CONTROL MFNUAL' BY TP1. ALPINE CONNECTORS THIS DESIGN FOR F=TIO41L SPECIAL PERM11- Q'; �v ��'
FIRE MFNUFACTLREO FROM 20 GRUGE GALYRNIZE0 STEEL UNLESS NENT BRRCING REOUIREMENTS. UNLESS OTHERWISE = 2 V No 26476
OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM RRNB GRACE A. SHOWN, TOP CHORD DiALL BE LRTERFLLY BRACED = C) •• +
APPLY CONNECTORS TO BOTH FACES AT EACH JOINT AND LOCATE AS WITH PROPERLY RTTACHEO PLYWOOD SHEATHING,
SHOWN. BEARING WIDTHS ARE '1' NOMINAL UNLESS OTHERWISE SHOWN. OOITCt1 CHORD WITH RIGID CEILING OR BRACING i. •� o R10,•
ONOSCB2 ANONDFTNPI578CCA PCT 77 EINTERIM)CATA.E PROVISIONS OF DESIGNEWITHFFIRENRETARDANT TREATNOT
ED LUMBER.
, ���,/S%E/{ED
---TPI - TRUSS PLR1E INSTITUTE, NOS - NATIONAL DESIGN SPECIFICRTIDN FOR YWO CONSTRUCTICN "..•• .."'`
DESIGN CRIT T
TC LL 20.0 PSF
TC DL 3 .0 PSF
=
BC DL 2. 0 PSF
TOT.LD. 25.0 PSF
OUR. FRC. 1.33
SPACING 144.0"
R-7412# W- 5.50
SCRLE - 0.1975
I-
DATE
U -JJ - - 0 0 1
11/11/84
DRUG.
805,527
HC-ENG
RCH/TEM
O/R LEN. 50 -0 -0
PITCH
3,0/12
TYPE
COMN
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