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<br />N <br />o <br />o <br />N <br />o <br />UJ <br />Cd <br />N <br />.:-< <br />- <br /> <br />o <br />N <br /> <br />>- <br />'" <br />X <br /> <br />c: <br />o <br />X <br /> <br />Q) <br />3' <br />'0 <br />(f) <br />:z <br />~ <br />...J <br />a. <br />I <br />UJ <br />- <br />CO <br />N <br />/' <br />'0 <br />aJ <br />(fl <br />'rl <br />> <br />aJ <br />t:.. <br />/' <br />UJ <br />- <br />CO <br />N <br />/' <br />~ <br />~ <br />aJ <br />c: <br />t:.. <br />'" <br />U <br />/' <br />:z <br />~ <br />z <br />>- <br />a: <br />/' <br />- <br />o <br />1 <br />to <br />N <br />I <br />- <br />I <br />(fl <br />~ <br />U <br />aJ <br />o <br />t:.. <br />a. <br />/' <br />~ <br /> <br />MIN. 24011 FIBERGlASS SHINGLES <br />OVER 1511 FELT ON 15/32" PLY'vV.OOD <br />SHEATHING (1/2" 0.S.B,2 OPTIO~L) <br />8d COMMON NAllS @ 6 O.C, <br />HUGHES TA20, <br />SIMPSON ETA20 <br />OR SEMCO TAPR 216 @ <br />EA. END fA. TRUSS <br /> <br /> <br />PRE-ENGINEERED TRUSSES <br />o 24" O.C. BY OTHERS <br />MIN. R-22 <br />INSUlATION <br /> <br />SOFFIT IF ACIA <br />PER SPEC <br />OVERHANG PER <br />ELE.VATION <br /> <br />DRYWAll PER SPECS <br />FULL PERIMETER BOND BEAM <br />8" CMU. 8" HIGH WI 1-115 <br />CONT. 25" LAP CORNER BARS <br />#5 VERTICAL FROM SlAB <br />TO BOND BEAM @ POURED <br />CELL (SEE FLOORPLAN FOR <br />lOCAnONS) <br />PRECAST UNTEL- POUR FUL <br />(USE #5 IF SPAN OVER 48" <br />ALUMINUM FRAME WINDOW <br />(SIZE PER PLA.N) <br />INSTALL PER MFG. <br />APPROVED DETAILS <br />WINDOW SILL PER SPEC. <br /> <br />BUILDER NOTE: <br />ALL ENGINEERED TRUSS <br />DRAWINGS TO BE FURNISHED <br />TO ENGINEER OF RECORD <br />FOR RE.VIEW PRIOR TO FINAL <br />ISSUE OF DRAWINGS. <br /> <br />PRECAST CONC. SilL <br /> <br />FOOnNG DOWELS: <br />1-115 EMBED. e" MIN. <br />INTO FTG. WI 90' HOOK <br />HEADER BLOCK <br /> <br />MIN. 1/211 DRYWALL ON <br />1 ")(2" P .T. fURRING Wi <br />MIN. R-5 INSUlATION <br />BElWEEN FURRING WI <br />VAPOR BARRIER. <br />WALL BASE & FLOOR FINISH <br />PER SPEC. <br /> <br />z <br />~ <br />6X6 W1.4 X W1.4 · <br />OR flBERMESH ~ <br /> <br /> <br /> <br />I <br />I. <br /> <br />FOOnNG DOWELS: <br />1-115 EMBED. a" MIN. <br />INTO FTG. wi 90' HOOK <br /> <br /> <br />~ <br />.Z <br />~w <br />:::E~ <br />~::i <br />tr,4: <br />N3: <br />" <br />3: <br /> <br />4" CONCRETE SlAB <br />lWI axa 1110 W.W.M. <br />OR FlBERMESH <br />~ -:-:-........-..:..~--&-~ 14 GRADE <br />1 ' '-.),4 <br />~~N"~U~t~AR ~ 4 ,1~4' ~ <br />(MIN. 3" CLR.)tj + <br />, 4 <br />1"- --I <br />ALTERNATE MONO FOOTER <br /> <br />ONE PIECE GIRDER <br />HOLD DOWN-No. KM-7 <br />(REPLACES HUGHES SHA-e) <br />UPUFT CAP.=8,OOOIl <br />MFG. BY K.O. McDONALD <br />PlANT CllY, FLORIDA <br />5/8" STUD ANCHOR <br />MIN. EMBED. = 2-1/4-:=1 <br />OR ANCHOR SYSTEM WI I <br />MIN, 8,00011 SHEAR - <br /> <br /> <br />GIRDER TRUSS <br />DOUBLE OR <br />TRIPLE MEMBER <br /> <br />8" BOND BEAM WI <br />(1) #5 CONT. <br />I <br /> <br />I <br /> <br />8" BOND BEAM <br />WI 1-115 CONT. <br />8" CMU W/1-15 <br />EACH CELL <br />(POUR 2 CEllS) <br />W /FTG DOWEL <br />EACH POURED <br />CEll <br /> <br />811 CMU W/(1) 35 <br />EACH CELL <br />(POUR (2) CELLS-CO <br />NOT PENETRATE WEBS) <br /> <br />NOTE: FOR GIRDERS Wi 3.000# OR <br />LESS UPUFT - USE HUGHES LPTA'S <br />@ EACH END OF GIRDER. USE PER HUGHES <br />CATALOG SPECS. SEE ENGINEERED TRUSS <br />DRAWINGS FOR UPUFT ON TRUSSES. <br /> <br />4" CONCRETE SLAB <br />SECT N ON THIS SHEET <br /> <br /> <br />4' <br /> <br /> <br />-< <br /> <br /> <br />~ <br />:::> <br />~ <br />Cox <br /><( <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />AHU <br /> <br /> <br /> <br />n <br /> <br />Co <br /> <br /> <br />L <br /> <br />. <br />co <br />---'<- <br /> <br />I <br />I <br />I <br />I <br />I <br />I I <br />I.. I <br />I I <br />I <br />+1 <br />I I <br />I <br />I <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I <br />I I <br />L___________-.J <br />... . . <br /> <br /> <br /> <br /> <br />.. <br /> <br />..~~ .... <br /> <br />4 ' . '. <br /><I <br /> <br />'~ ' <br /> <br />" :' <br /> <br />, . <br /> <br />., <br /> <br />.' <br /> <br />.' <br /> <br />".:.t . <br /> <br />, · fI . ... <br /> <br />.' ' <br /> <br />''''4' <br /> <br />. . ',,'. ~ <br /> <br />. <br />. ",. <br /> <br />. ". ,',d <br />.. " <br /> <br />4, <br /> <br />Co <br /> <br />Co <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br /> <br />;l <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I. I <br />, I <br />I, ,I <br />I ... I <br />I I <br />r-r I <br /> <br />- <br /><.0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />U[ <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br /> <br />- <br />LO <br />..-- <br /> <br />THICKENED <br />EDGE <br /> <br />FOUNDATION PLAN <br />W/HVAC <br />1/4" <br /> <br />l' -0" <br /> <br />(2) 5/8'" X 3-1/2" <br />OUAL BOLT STUD ANCHORS <br /> <br /> <br />~ (813) 782-0825 Fax (813) 788-6773 <br /> <br />BJ'maD CODst.uotlOD IDa. <br /> <br />GIRDER TRUSS HOLDOWNS - MASONRY <br /> <br />2815-PLANS,awg <br /> <br />5-20-02 11127112 o.M EST <br /> <br />I HEREBY CERTIFY THAT, IN MY PROFESSIONAL <br />OPINION AS A L1CENSIED PROFESSIONAL IN THIS <br />JURISDICTION, I HAVE REVIEWED THE ATTACHED <br />DESIGN AND FOUND If TO BE IN SUBSTANTIAL <br />COMPLIANCE WITH SECTION 1606 OF THE <br />FLORIDA BUILDING CODE <br /> <br />Certified Building Contractor <br />37325 S.R. 54 W. <br />Zephyr-hills, Fl. 33541 <br /> <br />Cert. #CB C035134 <br /> <br />HVAC <br />SCHEMATIC <br /> <br />ONLY <br /> <br /> <br />REV. <br />FOR APPROVAL: <br />R & R APPROVAL <br /> <br />DESCRIPTION <br />TO SHOP: <br /> <br />BY <br />TO FI ELD: <br />AS BUILT: <br /> <br /> <br />JOB NAME: <br /> <br />2225 East Edgewood Drive, Suite 5 <br />Lakeland, Florida 33803 <br />(863) 666-3727 Fax (863) 666-5747 <br />DRAWN BY: JAC <br />SCALE: 1/4" = <br />DATE: 5/6/02 <br />JOB NUMBER <br /> <br />ARLINGTON <br /> <br />DESCRIPTION: FOUNDATION PLAN & DETAILS <br /> <br />KEV1N L RYMAN <br /> <br />CA2815 <br /> <br />DATE <br /> <br />CHECKED BY: <br /> <br />JAC <br /> <br />l' -0" <br /> <br />SHEET <br />2 OF 2 <br /> <br />& <br />