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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 OR EQUIV, RATED 3960# UPLIFT AT ALL GIRDER
<br />CONNECTIONS TO BOND BEAM UNLESS OTHER~ISE NOTED
<br />USE SIMPSON MGT 'vi I PHD5 EQUIV, RATED 3835# UPLIFT A T ALL GIRDER
<br />CONNECTIONS TO ~OOD BEAM DR BEARING 'viALL COLUMNS ~TOP PLATES
<br />FASTEN PER MFGR'S SPECS,
<br />USE SIMPSON H10 OR EQUIV, RA TED 905# UPLIFT A T ALL TRUSS TO
<br />~OOD SUPPORT ~ALL DBL TOP PLATES OR ~OOD BEAM CONNECTIONS
<br />USE SIMPSON H10 OR EQUIV, RA TED 905# UPLIFT A T ALL TRUSS TO
<br />~OOD SUPPORT ~ALL DEL TOP PLATES OR ~OOD BEAM CONNECTIONS
<br />NOTE: ADD USP HT~ DR SIMPSON TS20 RATED 1460# UPLIFT
<br />TOTAL UPLIFT RATING=2365#/LATERAL=585#
<br />USE USP LPTA RATED 1250# UPLIFT APPLIED PER MFGR'S SPECS
<br />~ 1<11> 10~xl 1/2 @ ALL GABLE END TRUSS BOTTOM CHORD CONNECTIONS
<br />TO POURED BOND BEAM
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<br />ATTACH TRUSSES TO MAIN ROOF ON ENTRY VITH
<br />SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS
<br />FOR THE MAX UPLIFT OF 405#,
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<br />200 AMP I
<br />SERVICE PANEL ~
<br />
<br />,,~
<br />~"
<br />
<br />,________D________,
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<br />
<br />HV AC PLAN
<br />
<br />I hereby certify thQ t I hQ ve reviewed this plnn nnd found it to be in
<br />cOMpliQnce with section 1606 of the FloridQ Building Code; 2001 edition;
<br />for n 130 Mph wind speed zone ( 3 sec gust )
<br />
<br />DQ vid 'vi, SMith; P,E,
<br />
<br />METER BOX
<br />
<br />1/__-\1
<br />( u )
<br />~
<br />
<br />n ~>
<br />o
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<br />('! (U
<br />
<br />NOTE:
<br />O .
<br />BALANCED RETURN AIR SHALL BE THROUGH THE USE OF
<br />TRANSFER DUCTS, GRILLES OR RETURN DUCTS, <FMC 601.:]
<br />MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE
<br />
<br />IN ACCORDANCE \.11TH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODEJ
<br />MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE
<br />RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRA\.IN
<br />HEREON ARE BASED UPON THE HOMEO\.lNERS/CONTRACTDRS REQUIREMENTS,
<br />
<br />
<br />DI\ VID CARR
<br />DOGWOOD LANE
<br />
<br />D."W.SMITH, P.E..
<br />FLORIDA PROFESSIONAL ENGINEER lICENSE NUMBER 53608
<br />Custom Horne Plan Service
<br />9909 ~ALLASTDN DRIVE-DADE CITY FLORIDA 33525
<br />PHONE: 352-521-0865 FA~ 352-521-0867 E-MAIL: zephyr27@gte.net
<br />
<br />11 111 OJ
<br />
<br />ENGINEER LICENCE #53608
<br />
<br />CARR CONSTRUCTION, INC
<br />
<br />RICK GOLLHARDT - DRAFTSMAN
<br />
<br />HVAC
<br />TRUSS LAYOUT
<br />
<br />SHEET OF
<br />
<br />8 OF 12
<br />
<br />SCALE DATE
<br />1 4" = 1 FT 2 1 FE B 2005
<br />
<br />PART NO.
<br />
<br />DESIGN/DRAWN CHECKED 2005-17
<br />R. GOLLHARDT D.W.SMITH,P.E.
<br />
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