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<br />ENGINEERED
<br />
<br /> 111-4"
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<br />ROOF TRUSSES @ 24' O.C./ EXISTING STRUCTURE
<br />
<br />NOTE
<br />
<br />ALL PRE-ENGINEERED wOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY
<br />TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABLITY DR ECONOMICS, CHANGES SPECIFIED BY THE TRUSS
<br />MANUFACTURER SHALL CONTROL, CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD; MUST BE
<br />APPROVED BY THE ENGINEER OF RECORD,
<br />
<br />THE ENGINEER HAS NOT REVIEwED THE PRE-ENGINEERED TRUSS MANUFACTURER'S LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS
<br />INFORMATION IS SUPPLIED TO THE ENGINEER,
<br />
<br />GABLE TRUSS BRACING PER TRUSS COMPANY
<br />SEE CHART THIS PAGE
<br />
<br />1/2' CDX OR OSB SHEATHING NAILED wITH 8d COMMON
<br />NAILS 6' O.C, ON ALL EDGES AND IN THE FIELD
<br />EXCEPT AS NOTED, RIDGE VENT PER SEC 2309,7
<br />
<br />
<br />11
<br />
<br />81
<br />
<br />
<br />GABLE TRUSS VERT wEB L-BRACING
<br />
<br />USE (1) 1X4 L-BRACING FOR wEBS UP TO 61-11/
<br />USE (1) 2X4 L-BRACING FOR wEBS UP TO 81-0"
<br />USE (2) 2X4 L - BRACING FOR wEBS UP TO 9/-8"
<br />USE (1) 2X6 L-BRACING FOR wEBS UP TO 12/-6"
<br />USE (2) 2X6 L-BRACING FOR wEBS UP TO 14/-0"
<br />
<br />2X4 DIAGONAL 48' DC. NAILED wITH 12d COMMONS
<br />AND INTO THE SIDE OF THE STRINGER
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<br />VINYL SIDING OVER
<br />1/2' CDX F"ASTENED wi 8d NAILS
<br />4' ~ EDGES&8' IN FIELD
<br />
<br />NO BRACING REQUIRED FOR wEBS UP TO
<br />41-11/ IN LENGTH
<br />
<br />TRUSS
<br />
<br />LA YOUT
<br />
<br />NAIL L - BRACES wITH 10d NAILS
<br />2" O,C, IN 18/1 END ZONES AND
<br />4" O,C, BETwEEN ZONES
<br />
<br />PROVIDE FOR CONNECTIONS OF 160 PLF OF
<br />UPLIFT OVER CONTINUOUS BEARING
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<br />----- ---~--~
<br />
<br />2X4 STRINGER 48' DC
<br />NAILED w1TH (2) 12cl
<br />COMMONS IN EACH TRUSS
<br />
<br />
<br />1/2// CEILING DRYwALL
<br />
<br />CD
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<br />USE SIMPSON HETA 20 DR EQUIVALENT RATED 1810# UPLIFT
<br />AT ALL TRUSS TO BOND BEAM CONNECTIONS
<br />USE SIMPSON MGT DR EQUIV, RATED 3960# UPLIFT AT ALL GIRDER
<br />CONNECTIONS TO BOND BEAM UNLESS OTHERwISE NOTED
<br />
<br />USE SIMPSON MGT 'vi / PHD5 EQUIV, RA TED 3835# UPLIFT AT ALL GIRDER
<br />CONNECTIONS TO wOOD BEAM OR BEARING wALL COLUMNS ~ToP PLATES
<br />FASTEN PER MFGR'S SPECS,
<br />ATTACH TRUSSES TO MAIN ROOF ON ENTRY wITH
<br />SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS
<br />FOR THE MAX UPLIFT OF 405#,
<br />
<br />1 I
<br />
<br />
<br />2x8 DEAD wOOD FASTEN TO BOND BEAM wi 1/2' xl' EMBEDMENT
<br />ANCHOR BOLTS @ 3' DC, MAX,
<br />USE 16cl NAILS @ 8' DC TO ATTACH THE BOTTOM
<br />CHORD OF THE GABLE TRUSS TO THE 2x8 DEAD wOOD
<br />NAILER AND 8d NAILS TO ATTACH THE SHEATHING
<br />TO THE GABLE TRUSS 4' DC @ EDGES 8. 8' DC @ EDGES
<br />
<br />NOTE:
<br />
<br />GABLE BRACING DETAIL
<br />
<br />
<br />1-#5 REBAR IN FILLED CELL FROM
<br />FOOTING TO LEN TAL
<br />AND DOOR OPENINGS, 81 O,C. MAXIMUM OTHERwISE,
<br />SEE FOOTING DETAIL
<br />
<br />
<br />MATCH TO EXISTING ROOF PITCH AND OVERHANGS
<br />
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<br />11/-4"
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<br />13/-4"
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<br />111-4"
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<br />SOUTH ELEV ATJON
<br />
<br />EAST ELEV AT/ON
<br />
<br />NORTH ELEV AT/ON
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />RONALD & ONALEE WEBER
<br />4825 17TH STREET
<br />ZEPHYRHILLS FL 33542
<br />
<br />D.W.SMITH, P.E.
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608
<br />PROJECTS ENGINEERING CONSULTANT
<br />9909 WALLASTDN DRIVE-DADE CITY, FLORIDA 33525
<br />PHONE 352-521-0865 FAX: 352-521-0867 E -f'1AIL: zephyr27@gte, net
<br />
<br />] hereby certiFy that I have reviewed thiS plan and Found it to
<br />be in co~pliance with ASCE 7-05 and section R301 of the FBC 2004.
<br />
<br />DESIGN PLANS BY RICK
<br />813-765-9793
<br />
<br />
<br />TRUSS PLAN
<br />ELEVATIONS
<br />
<br />SHEET OF"
<br />
<br />4 OF 5
<br />
<br />SCALE DATE
<br />1/4"=1'-0" 3 NOV 2006
<br />DESIGN/DRAWN CHECKED
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />
<br />JOB NO
<br />
<br />2006-65
<br />
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