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<br />~_ w_ <br /> <br />NOTE: <br /> <br />CD <br />@ <br />@ <br />G <br />@ <br />@ <br /> <br />C!J <br /> <br />-~ ~1' <br />=+ <br /> <br /> <br />..--< <br /> <br />I- <br />l,-J I <br /> <br />40' <br /> <br />~ V <br />- ~ / r----- <br /> I~ V <br /> ~ / <br /> ~ / <br /> ~ / <br /> ~ / <br /> ~ / <br /> ~ / <br /> ~ / <br /> ~ -;/ <br /> ~/ <br /> PRE-ENGINEERED \.IOOD <br /> TRUSSES @ 24' D,C, <br /> /~ <br /> / ~ <br /> / ~ <br /> / ~ <br /> / ~ <br /> / ~ <br /> 7 ~ <br /> 7 ~ <br /> 7 / ~ ~ <br />1/ / I~ ~ <br />1/ / " "- <br />/ / "'" I"'" <br /> I I <br /> + 8' += <br /> ..--< ..--< <br /> <br />USE- SIMPSON HETA 20 OR 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 /> <br />USE SIMPSON MGT ~I PHD5 EQUIV, RATED 3835# UPLIFT AT ALL GIRDER <br />CONNECTIONS TO ~OOD BEAM OR BEARING ~ALL COLUMNS ~TOP PLATES <br />FASTEN PER MFGR'S SPECS. <br />USE SIMPSON HIO DR EQUIV. RATED 905# UPLIFT AT ALL TRUSS TO <br />WOOD SUPPORT WALL DBL TOP PLATES DR WOOD BEAM CONNECTIONS <br />USE SIMPSON HIO OR EQUIV. RATED 905# UPLIFT AT ALL TRUSS TO <br />WOOD SUPPORT WALL DBL TOP PLATES DR WOOD BEAM CONNECTIONS <br />NOTEI ADD USP HTW OR 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> 10dx1 1/2 @ ALL GABLE END TRUSS BOTTOM CHORD CONNECTIONS <br />TO POURED BOND BEAM <br /> <br />ATTACH TRUSSES TO MAIN ROOF ON ENTRY ~ITH <br />SIMPSON VTC2 VALLEY TRUSS CLIPS PER SPECS <br />FOR THE MAX UPLIFT OF 405#, <br /> <br />T1RUSS LAYOUT' <br /> <br /> <br />/fj <br />1', 'I <br />I <o.,'~ It;;;--J <br />-.:;I,)~-- <br />/,'(rI,- '-- <br />( / \ , <br />'v 'v> <br /> <br />y-' -- I'~--- <br /> <br />m.~/ _ <br /> <br /> <br />... <br />('... <br />If) <br /> <br />,~ <br /> <br />" -- _.- .-- .. ,~ ~- --.- <br /> <br />-~,~ -- <br /> <br />I <br />, <br /> <br />ri> @ <br />@ ri> <br /> <br />" '.1 <br /> <br />-- I'f-:L <br />_~,I <br /> <br />... <br /> <br />t <br /> <br /> <br />I'~ <br />~,I <br /> <br />Ii i <br /> <br /> <br />41 <br /> <br />/~ <br />~,I <br /> <br /> <br />I ! <br /> <br />, <br /> <br />/'< <br />I' J '-- - <br />(.' I , I ' <br />,-'~~~,--J' <br />)Vf.~- , <br />/' /1\ \. <br /><VI , <br />_._ _v> <br /> <br />. ,1-... <br />- III <br />~" <br /> <br /> <br />-- -- -1 <br /> <br />, <br /> <br /> <br />~ <br />~ <br /> <br />-.. "-- ..) <br /> <br /> <br />...OIJ <br /> <br />-LL ' <br />-'G- <br />,.0 ~ <br />_x ~ ' <br />~. ,"- <br /> <br />/fj <br />-f' I I <br />, '~",,""--J <br />_ )i"Jf_- <br />/' /1\ \ <br /><VI 'v> <br />FAN W!L <br /> <br />,.---, <br />>< <br /> <br /> <br /> <br />r~ <br /> <br />r, <br />I I <br />1', I / <br />(.,-'~...~I(.'-J <br />_ .. }i"'-*f--- <br />/ /1\ \ <br /><VI 'v> <br /> <br />-' <br />(t; <br /> <br />- _._- -_.~~~ <br />~'/I <br />I <br /> <br /> <br />200 AMP L~- tJ METER BOX <br />SERVICE PANEL J <br /> <br />/'~ <br />~,I <br /> <br />, <br />, <br />I <br />- .I <br /> <br />..__.J q <br />r-----------------i <br /> <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br /> <br /> <br />--) <br />j? <br /> <br />HV AC PLAN <br /> <br />I hereby certify thO,t I ho' ve reviewed this plo'n o'nd found it to be in <br />cOMplio'nce with section 1606 of the Florido' Building Code) 2001 edition) <br />for 0, 130 Mph wind speed zone ( 3 see gust ) <br /> <br />Do, vid w. SMith) PIE, <br /> <br /> <br />'(:1: <br />I~V: <br />1_-1 ~ <br />- <I> <br />Cl <br />oCU <br />C() (lJ <br /> <br />N071E1: / <br /> <br />BALANCED RETURN AIR SHALL BE THROUGH THE USE OF ~ <br />TRANSFER DUCTS, GRILLES OR RETURN DUCTS. CFMC 601.4) <br />MECHANICAL CONTRACTOR TO DETERMINE UNIT SIZE <br /> <br />IN ACCORDANCE wITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE) <br />MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE <br />RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRA~N <br />HEREON ARE BASED UPON THE HOMEO~NERS/CONTRACTORS REQUIREMENTS, <br /> <br />~ r; <br />t~I~{~1 <br /> <br />DA VrD Cl\RR <br />DOGWOOD LANE <br />D .W . S M I '-L~ H , P . E . <br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 <br />Custom flame Pla'n Service <br />9909 WALLASTON DRIVE-DADE CITY FLORIDA 33525 <br />PHONE: 352-521-0865 FAXI352-521-0867 [-MAll: zE'pnyr27~9t(>. n(>t <br /> <br /> <br />ENGINEER LICENCE #53608 <br /> <br />RICK GOLLHARDT <br /> <br />DRAFTSMAN <br /> <br />HVAC <br />TRUSS LAYOUT <br /> <br />SHEET OF <br /> <br />7 OF 10 <br /> <br />SCALE <br />1 4" == 1 FT <br /> <br />DATE <br />7 OCT 2004 <br /> <br />PART NO, <br /> <br />DESIGN/DRAWN CHECKED <br />R. GOLLHARDT D,W.SMITH,P,[, <br /> <br />2004-34 <br />