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11 <br />ri <br />0 <br />ELECTRICAL <br />COUNT <br />SYMBOL <br />light <br />6 <br />outlet <br />12 <br />smoke detector <br />2 <br />switch <br />7 <br />I <br />1 <br />I <br />I I <br />I <br />I <br />I I <br />I I <br />I <br />I <br />INDICATES <br />I <br />I <br />EXTERIOR WALL LINE <br />I I <br />MANUFACTURED <br />I I <br />I <br />TRUSSES cQ 24" O.C. <br />I I <br />I <br />I I <br />I <br />1 <br />( c, <br />I z <br />I <br />I <br />I > <br />I o <br />I <br />I I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />lip <br />I <br />EXISTING <br />I <br />I <br />I <br />- <br />_ <br />- <br />TRUSSED ROOF <br />I I <br />I <br />I I <br />EXISTING RIDGE <br />I <br />I 1 <br />ROOF FRAMING PLAN <br />SCALE 1 /411 = 1'-011 <br />------------------------ <br />1 <br />t <br />------------------------• <br />I <br />1 <br />' <br />' <br />z 0 <br />I I <br />I I <br />i <br />2W� <br />jW <br />1 <br />1 <br />otoe 0Mg Of- <br />= <br />J O <br />1 <br />1 <br />, <br />1 <br />Q Z <br />x3o <br />1 <br />1 <br />U <br />Ix <br />NU-Q <br />1 <br />, <br />1 <br />, <br />1 <br />1 <br />, <br />1 <br />' <br />, <br />, <br />- <br />O <br />� <br />1 <br />' <br />I <br />, <br />� <br />o <br />1 <br />' <br />, <br />' <br />N <br />I <br />1 <br />1 <br />' <br />1 <br />oo <br />I <br />' <br />3 1/2" STEP <br />ioo <br />I <br />' <br />DOWN IN SLAB <br />� <br />1 <br />1 <br />• — — — — — — — — — — — — — — — — <br />, <br />, <br />1 <br />1 <br />, <br />1 I <br />I <br />_____ 4---}--------------, <br />------- <br />----------------------------------------------------------� <br />ii--- <br />1 <br />1 <br />DOWEL INTO EXISTING <br />FOUNDATION A MIN. OF <br />6" W/ #5 ROD AND SET <br />IN EPDXY GROUT(Typical) <br />FOUNDATION PLAN <br />1 <br />1 <br />SCALE 1 /4" = 1'-0" <br />-FOUNDATION <br />SCHEDULE- <br />o <br />-16" wide x 20" deep (To Top of Slab) MONOLITHIC <br />N <br />FOOTING W/ 2- #5 STEEL RODS RUNNING CONTINUOUS <br />®-12" <br />wide x 8" deep (To Top of Slab) MONOLITHIC <br />FOOTING W/ 1- #5 STEEL RODS RUNNING CONTINUOUS <br />®4" <br />wide x 8" deep (To Top of Slab) MONOLITHIC <br />FOOTING W/ 1- #5 STEEL RODS RUNNING CONTINUOUS <br />4" 3000# CONCRETE SLAB WITH <br />FIBERMESH OVER 6 MIL. VISQUEEN AND <br />TERMITE TREATED WELL COMPACTED SOIL <br />(Typical all Slabs) <br />®-INDICATES <br />FILLED CELLS WITH #5 STEEL ROD <br />RUNNING CONTINUOUS FROM FOOTING TO <br />POURED LINTEL (Typical at all Comers, Window <br />and Door Openings, and Maximum of 8' O.C.) <br />-SEE FLOOR PLAN FOR LOCATIONS- <br />-EIGSTING FOUNDATION <br />- <br />0 <br />NOTE: TRUSS MFG. AND /OR CONTRACTOR <br />TO VERIFY ALL EXISTING ROOF PITCHES <br />AND CONDITIONS BEFORE CONSTRUCTION <br />TRUSS NOTES: <br />-USE SIMPSON HETA20 FOR TRUSS TO MASONRY WALLS <br />-SEE FLOOR PLAN, FOUNDATION PLAN AND SECTIONS FOR <br />OTHER CONNECTORS <br />-ROOF TRUSS LAYOUT TO BE DEVELOPED BY TRUSS MANUFACTURER <br />-THE ENGINEER RESERVES THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS INFORMATION IS SUPPLIED TO THE ENGINEER <br />ch <br />l <br />20'-0" <br />3'-1" x 3'-2" <br />PC 2 <br />r <br />M <br />© <br />CV <br />M <br />x <br />CV <br />t� <br />� <br />a, <br />r <br />NEW GAME ROOM tD <br />a <br />N <br />N <br />ADDITION <br />X O <br />x <br />10'-811 - <br />36" x 32" MIN. CLOSE UP—J- 3'-1" X 3'-2" <br />CONCRETE EXISTING WINDOW <br />PAD <br />' q__ <br />' REMOVE EXISTING <br />37" x 38" WINDOW <br />' ©'°o' AND INSTALL NEW <br />i N i DOOR <br />1 1 I <br />------ EXISTING <br />,BEDROOM <br />N <br />CrI <br />X z <br />CV) w <br />EXISTING WINDOW <br />3'-1" x 3'-2" <br />"SIMPSON" #HUC410 <br />W 18- 1/4" x 2 114" <br />TAPCONS to LINTEL <br />& #12d NAILS <br />ALL HOLE LOCATIONS <br />EXISTING WINDOW `--EXISTING WINDOW <br />2'-2" x 2'-2" 4f A" x 3'-2" <br />CONNECT TO EXISTING MASONRY WALL W/ 16" <br />LONG HORIZONTAL #5 STEEL INTO EXISTING <br />AND NEW WALL SET IN EPDXY GROUT c@ V-0" <br />(Typical) <br />DOWEL INTO EXISTING TOP <br />TIE BEAM MIN. 6" AND SET <br />IN EPDXY GROUT (Typical) <br />onsrmrc3 <br />LMNG AREA <br />EXISTING WINDOW <br />3'-1" x 3'-2" W-1" x 3'-2" <br />34'-0" <br />FLOOR PLAN <br />SCALE 1 /4" = 1'-0" <br />EXISTING AREA UNDER ROOF--1328 Sq. Ft. <br />NEW ADDITION AREA---368 " " <br />EXISTING WINDOW <br />4'-4" x 3'-2" <br />EX TING <br />q OR <br />3'-0" <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />II <br />11 <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE ANT) <br />CITY OF ZEPHYRHILLS ORDINANCES <br />REV <br />.HPI LS <br />L� �t <br />EXISTING WINDOW <br />3'-1" x 3'-2" <br />0 <br />M <br />oosnNo <br />GARAQE <br />EXISTING GARAGE <br />DOOR <br />9'-0" <br />14'-0" <br />INDICATES EXTERIOR <br />BLOCK SHEARWALLS <br />NOTE: CONTRACTOR / OWNER TO <br />VERIFY ALL UTILITY LOCATIONS. <br />REQUIREMENTS AND PROPERTY <br />SETBACKS AND IS RESPONSIBLE <br />FOR CODE COMPLIANCE OF THE <br />FLORIDA 2007 BUILDING CODES, <br />and 2009 SUPPLEMENTS- <br />HVAC CONTRACTOR TO SUBMIT <br />ENERGY CALCULATIONS- ELECTRICAL <br />CONTRACTOR TO VERIFY SERVICE <br />REQUIREMENTS AND NEW INSTALLATIONS - <br />ANY DISCREPANCIES ON THE DRAWINGS <br />MUST BE BROUGHT TO THE ATTENTION <br />OF THE ENGINEER BEFORE CONSTRUCTION <br />Uj <br />Q <br />Z <br />W <br />LU <br />z cx <br />O Uj <br />Q Z <br />LU <br />O LU <br />O <br />SHEET NO <br />1 <br />Uj <br />zjJ <br />Z <br />DATE <br />10/1/09 <br />