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6133 Silver Oaks Dr
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6133 Silver Oaks Dr
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Last modified
3/3/2025 12:22:12 PM
Creation date
2/18/2025 3:25:16 PM
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Building Plans
Street #
6133
Location
Silver Oaks Dr
Contractor
Jeff Dixon
Building Plans - Permit #
21599
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EXISTING ' _� ' EXISTING <br />ELECTRICAL PLAN 1/411 _ 11 OII <br />ELECTRICAL LEGEND <br />1 <br />G.F.I. <br />IIO V <br />(�J,J <br />SWITCH <br />GROUND FAULT <br />� <br />RECEPTACLE <br />IIO v <br />IIOV LIGHT <br />CAN BE CEILING <br />WP <br />110 V <br />OR WALL (TYP) <br />WATERPROOF <br />OUTLET <br />WALL SCONCE <br />FLUORESCENT <br />FIXTURE <br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT <br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "G-FI" CIRCUIT <br />ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT <br />SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT <br />TO BEDROOM AND OTHER LIVING AREAS <br />CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES <br />WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED <br />GARAGE. <br />GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.G. <br />2 X4 NAILERS <br />(TYP.) <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CUIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />2" X 8" RIDGE BOARD <br />CONT, 2"X4'� <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP s <br />48" O.C. TYP. <br />2" X 8" RIDGE BOARD <br />2"X4" VERTICAL SCAB 0 48" O.C. <br />(MAX.) CONN. W1 4-16D NAILS m <br />TOP t USP "RT3" OR SIMPSON "H3" <br />HURRICANE CLIP AT BOTTOM. <br />2" X 6" ("2 YELLOW PINE) <br />RAFTERS aT 24" O.C. <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP �+ <br />EACH END <br />SIMPSON H3 FRAMING <br />ANCHOR TYP. <br />r— ROOF SHEATHING <br />VERT. SCAB <br />BEVEL GUT <br />TYP, <br />CONT. 2"X4" <br />NAILER TYP. <br />(2-16D NAILS <br />PER TRUSS) <br />USP "RT3" OR <br />SIMPSON "H3" <br />HURR. STRAP m SECTION "All—"A" <br />IAII—" A II <br />48" O.C. TYP. �i <br />END NOT EXPOSED TO WIND <br />4-16D TOE NAILS is <br />RIDGE BOARD END <br />ROOF VALLEY DETAIL <br />NOT -TO -SCALE <br />RUSSES BELOW SHEATHED <br />'RIOR TO VALLEY FRAMING <br />46TALLATION. <br />X 9," (M2 YELLOW PINE) <br />VALLEY FRAMING (TYP.) <br />COMMON TRUSS <br />4�a <br />w <br />'V <br />u� <br />0 <br />w <br />4�s <br />USE (1) SIMPSON HETA20 STRAP AT ONE <br />SIDE OF ALL ROOF TRUSSES AT BLOCK <br />WALL. FILL NAIL HOLES WITH IODXI 1/2" <br />NAILS <br />-o" <br />\�N <br />ti�A <br />n2 <br />OOF TRUSS LAN 1�411 _ 1 l Oia <br />1- <br />ROOF EDGE <br />❑0 <br />O <br />�Yj <br />RIDGE <br />O <br />iiI <br />X(D <br />Ill <br />O <br />O <br />O <br />O <br />O <br />0 Q <br />0 <br />O T <br />GABLE END <br />,5 PARTIAL ROOF PLAN I!i <br />ZONE Oi 8d RING SHANK NAILS AT 6" O.C. AT EDGES <br />Sd RING SHANK NAILS AT fo" O.C. INTERMEDIATE <br />ZONES 2O 3O 8d RING SHANK NAILS AT rc" O.C., 4" O.C. AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />ROOF SHEATHING NAILING <br />NOT TO SCALE <br />PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING 0 0 <br />AT ALL ROOF CHANGES AND SIDE WALL AREAS 0 <br />PER FBC 101.2,5 /R1O3.1.5. 103,8„ S03.2 AND 905 <br />PLACE ROOF CEMENT COATING AT ROOF DECKS 0 0 <br />EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING ° 0 <br />WITH 1 1/2" ROOF NAILS 12" CC 0 <br />2x4 CROSS=BRACING + RIDGE -7 <br />20'-0" MAX I / <br />hqh.- <br />I <br />oil <br />ENE <br />ILI <br />Ima <br />l <br />u111 <br />jjEjjjNME <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS 5RACING <br />0 <br />0 <br />0 <br />0 ° <br />o ° <br />0 <br />0 <br />0 <br />0 <br />0 ° <br />0 <br />° <br />0 <br />0 SIDE WALLS OR CHIMNEY WALLS <br />0 <br />0 <br />o ° <br />° ° MINIMUM 8"X8" 26 GA ANGLE FL <br />0 OR STEP FLASHING, SEE NOTE <br />o ROOF DECK AT SIDE WALLS <br />TYPICAL ROOF FLASHING DETAIL <br />NOT TO SCALE <br />TOP/BOTTOM CHORD GABLE <br />1 END BRACING ® 48" O,C, MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />m <br />Q <br />l7 <br />CONT. BOTTOM CHORD <br />BRACING (I"x4" MIN.) s <br />!0'-0" MAX. <br />®01W kA i <br />,;HANSON f-*• LICENSj *.'i8654 <br />P.O. BOX 1128 DADE CITI,* FL 3Sr,26 <br />a oTATEOF : Ice Z <br />I HERBY CE�Tif 1- 44, �,T,,.„„HES kRLt ; SPECIFICATIONS <br />WERE PREPAi+2a,� MEet�li 1�f' DIRECT SUPERVISION <br />ARE IN COMPLI�19e,'Qfwr SECTION 160E OF THE <br />FLORIDA BUILDI (,,� a1� DDITION AND ASCE 1-10 <br />FOR 13S MPH WIND WIWAFTEGORY 1: AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH ADDITION <br />M <br />U <br />N <br />L0 <br />Z <br />c) <br />Z <br />C7 <br />I-r <br />❑ <br />0 O <br />IJL. ►� <br />InN <br />�`� L? <br />— <br />_ N <br />U L0 <br />z W <br />�-' <br />U—' XMX <br />Q <br />Q <br />V] <br />W ❑ U_ <br />W <br />❑ <br />U ti <br />3 <br />A <br />za<N <br />A <br />m(mLo <br />M <br />W <br />m U <br />ui _ � <br />LL <br />=i O <br />N <br />— <br />M <br />O <br />m <br />rz <br />z <br />zw <br />m a <br />Paz <br />O <br />wZ <br />�LL o <br />Z <br />W <br />Z <br />0 z <br />Q <br />lU m <br />0. m <br />U <br />zz <br />a a <br />d) <br />N <br />-1 <br />�z <br />. <br />W <br />4 <br />Cl <br />z <br />O <br />N <br />} <br />w <br />C, <br />01 <br />i <br />O <br />Q <br />W <br />H <br />Q <br />O <br />r� <br />� <br />Z <br />a <br />�tu <br />tu <br />V <br />� <br />Lu <br />.4 <br />aac� <br />Z <br />O <br />l� <br />Lu <br />l <br />= <br />QL <br />m <br />� <br />V <br />GARAGE <br />ADDITION <br />42�o.�o SQ, FT. <br />P G <br />3OF3 <br />
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