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5424 10 St
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5424 10 St
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Last modified
2/26/2025 8:34:45 AM
Creation date
2/18/2025 3:21:21 PM
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Building Plans
Street #
5424
Location
10 St
Contractor
Randy Watson Design Inc
Building Plans - Permit #
Unknown
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24' 6" <br />H AC FLAN 1/411 1 OII <br />Y <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, 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 />ELECTRICAL FLAN 1/411 _ 11 o11 <br />GENERAL LOADS <br />TYPE OF LOAD <br />LIGHTING LOAD <br />2S02 SO FT X 3VA <br />8106 <br />SMALL APPLIANCE LOAD <br />2 CIRCUITS X 1500VA <br />3000 <br />LAUNDRY LOAD <br />I CIRCUITS X 1500VA <br />1500 <br />TOTAL VA <br />13206 <br />LOAD <br />LIGHTING, SMALL APPLIANCE, <br />LAUNDRY FIRST 3000VA X 100 <br />TOTAL 3000 VA <br />LIGHTING, SMALL APPLIANCE <br />LAUNDRY REMAINING 10206 VA X 35 % TOTAL 3512 VA <br />TOTAL 6512 VA <br />LARGE APPLIANCE LOADS <br />ELECTRIC RANGE NOT OVER 12 KVA <br />8000 VA <br />CLOTHES DRYER <br />5500 VA <br />WATER HEATER <br />4500 VA <br />HVAC HEAT <br />5000 VA <br />TOTAL 23000 VA <br />TOTAL VA 29512 VA <br />CONVERT vA TO AMPS <br />29512 DIVIDED BY 240 VOLTS - 123 AMPS <br />ELECTRICAL LEGEND <br />220 V <br />G.F.I. <br />110 V <br />BUY <br />FAULT <br />PENDANT LIGHT <br />O <br />dGROUND <br />RECEPTACLE <br />CEILING FAN <br />SWITCH <br />as <br />CHANDLER <br />'• <br />IIO V <br />•• <br />® <br />IIOV 50 CFM'S <br />CEILING <br />wP <br />I10 V <br />BATH FAN <br />VANITY LIGHT <br />FAN W/ LIGHT <br />tM <br />4-4/WATERPROOF <br />OUTLET <br />SMOKE <br />EXTERIOR WALL LIGHT <br />� 0 <br />ELECTRICAL PANEL <br />IIOV LIGHT <br />DETECTOR <br />CAN BE CEILING <br />OR WALL (TYP) <br />O CARBON <br />O RECESS CAN LIGHT C MONOXIDE <br />UNIT <br />z <br />/1 EXTERIOR DBL FLOOD <br />ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, GARAGE AND AT EXTERIOR LOCATIONS <br />SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT <br />ALL REMAINING 15AMP/20AMP OUTLETS IN HABITABLE AREAS TO WIRED INTO A ARC -FAULT <br />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 />ROOF EDGE <br />O <br />o❑ <br />_0 <br />O RIDGE <br />i <br />O <br />O <br />� �l <br />O <br />O 4 <br />4 <br />4 <br />GABLE END <br />PARTIAL ROOF PLAN 5 <br />OZONE 8d RING SHANK NAILS AT Co" O.C. AT EDGES <br />1 8d RING SHANK NAILS AT 6" O.C. INTERMEDIATE <br />ZONES (� O 8d RING SHANK NAILS AT 6" 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 />2x4 CROSS -BRACING * RIDGE <br />20'-0" MAX7 <br />INNE <br />FAJ <br />0 <br />NMI <br />q <br />p <br />I <br />m <br />SEE TRUSS SYSTEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL <br />BRACING OR CROSS BRACING REQUIREMENTS <br />REQ. MINIMUM TRUSS BRACING <br />GABLE END TRUSS <br />OTIT <br />Clio <br />V <br />q <br />S USE (1) SIMPSON <br />WOOD WALLS, <br />�i NAILS <br />HIO CLIP AT ALL TRUSSES TO <br />FILL NAIL HOLES WITH IODXI 1/2" <br />BOX AREA FOR ATTIC <br />ACCESS STAIR AT THIS <br />AREA <br />` N <br />`, QC <br />Q <br />N <br />0 <br />i <br />i Q � <br />ROOF TRUSS FLAN 1/411 = 11 O11 <br />CONTRACTOR OR OWNER TO VERIFY ROOF PITCH <br />AND HEEL HEIGHT ON EXISTING HOUSE TO MATCH <br />FOR NEW ADDITION. TRUSS MANUFACTURE TO VERIFY <br />WITH OWNER PRIOR TO MANUFACTURING TRUSSES <br />STUD SPACING <br />L- BRACING <br />NO <br />L-BRACING <br />lU 2 X 4 <br />L BRACING <br />(2) 2 X 4 <br />L BRACING <br />(2) 2 X 6 <br />L BRACING <br />16" <br />O'-O" TO 45" <br />4'-5" TO 8'O" <br />8'011- 12'0" <br />12'0" TO ib'O" <br />24" <br />0'-0" TO 4'0" <br />4'0" TO 1'0" <br />1'O" TO 10'O" <br />10'O" TO 14'O" <br />NO ANGLE BRACING REQUIRED WHEN <br />GABLE IS NO MORE THAN 24" TALL IN <br />CENTER <br />BACKNAIL W/ (2) 160 NAILS <br />2 X 4 WEB BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 16D NAILS EACH END WITH <br />(6) 160 NAILS AT EACH END NAIL TO 2XA <br />NOTE- NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE IS 4'0" OR LESS <br />45 DEGREES <br />MAXIMUM <br />2X4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />" WEB BLOCKING WITH (2) 16D TOE NAILS <br />TOP/BOTTOM CHORD GABLE <br />TEND BRACING • 48 O.C. MAX <br />FOR THE FIRST 4 ROWS OF <br />TRUSSES (MIN 2X4 ) <br />1/2" EXTERIOR <br />CEILING BOARD 2 X 4 NAILER ATTACHED TO BOTTOM <br />W CORD OF GABLE TRUSS AND COMMON <br />TRUSS WITH 2 EACH W COMMON NAILS <br />Q AT EACH UPRIGHT MEMBER ON GABLE <br />CONT. BOTTOM CHORD <br />BRACING (I"x4" MIN.) • <br />10'-O" MAX. <br />"L" BRACING TO EXTEND AT LEAST 90 % <br />OF WEB LENGTH ( SEE TABLE ABOVE) <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2" COX SHEATHING OR 1/16" OSB NAILED <br />WITH 8D COMMON NAILS 4" OC <br />SIMPSON LSTA24 OR EQUAL <br />AT 2'0" OC ( TYP) <br />GABLE END BRACING DETAIL <br />WOOD BEAM OR <br />WALL BELOW <br />NOT TO SCALE <br />• <br />*_0CE <br />T�W+SON P.I <br />.fpX igf <br />I HERBY CE000*" III TH <br />WERE PREPA ff., _ <br />ARE IN COMPL <br />FLORIDA BUILDI C <br />FOR 13S MPH WIND 1 l�1 <br />2011 BUILDING CODE RES[ <br />�d <br />CITY j FEr Q526 <br />'LAI& SPECIFICATIONS <br />rIRECT SUPERVISION <br />ITIOGORY <br />CTION 1609 OF THE <br />N AND ASCE 1-10 <br />II AND THE ENTIRE <br />AL foTH ADDITION <br />E <br />N <br />v <br />m <br />"' <br />�z <br />o <br />OL <br />� <br />O <br />r <br />� i" ' <br />n <br />�o <br />04 <br />F-1 <br />Lu <br />I <br />Q m <br />Qw <br />A <br />U <br />W <br />Z <br />Q LLLL <br />A <br />^ <br />(L 0 <br />(1) <br />Z <br />m <br />cn <br />co <br />Ll) <br />6 <br />p c <br />V <br />� N <br />x M <br />�'o <br />Z <br />z <br />ul <br />Z <br />LL <br />cA <br />cp <br />W <br />z z <br />� <br />°31 z <br />La <br />(]'� <br />V <br />zZ <br />L <br />F <br />Q <br />Z ;a <br />� <br />V 111 <br />N <br />ill <br />0 <br />4 <br />Z <br />La <br />z <br />to <br />a <br />a <br />z <br />O <br />' <br />Q <br />> <br />Q <br />O <br />O <br />Z <br />O <br />Q <br />Q <br />Q <br />Vl <br />O <br />C4 <br />� <br />IU <br />n� <br />FIG <br />4OF4 <br />
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