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i' <br />ELIECT ICAO. FLAN 1/411 _ I l <br />THE ELWTWCAL. DRAWNGS ARE NOT A <br />STRUCTURAL PART OF DRAWINGS AND MAY <br />VARY IN FIELD WITHOUT APPROVAL FROM <br />ENGINEER OF RECORD <br />THE CLIENT UNDERSTAND$ THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THERI`FORS <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND <br />EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) AR181NG OUT OF OR RESULTING FROM THE <br />PROJECT. THE DEBK"NER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT N T1411 EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF <br />REPAIRS OR DELAY TO THE CONSTRUCTION <br />STUD SPACING <br />L- BRACING <br />NO <br />L- BRACING <br />(2) 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 />0' -0" TO 4'3" <br />4' -B" TO 8'O" <br />8'0"- 12'0" <br />IO TO 16'0" <br />24" <br />0' -0" TO 4'0" <br />1 4'0" TO TO" <br />1 '1'0" TO 10'0" <br />1 10'0" TO 14'0" <br />1/2" GYPSUM WALL BOARD <br />TYPICAL ELECTRICAL RISER DIAGRAM I <br />0 4 CU DRIVEN GROUND <br />RODE 2 EACH 8'0" APART <br />3 - 2/O THNN CU FIE EERS <br />CONCRETE ENCASED "LIFER" <br />ELECTRODE REQUIRED PER <br />ART 230 -50.. 1999 N.E.C. MUST <br />BE INSPECTED PRIOR TO CONCRETE <br />PLACEMENT <br />SINGLE PHASE <br />BREAKER PANEL <br />WITH MAIN <br />I ELECTRICAL LEGEND <br />BACKNAIL W/ (2) 160 <br />2 X 4 WE115 BLOCKS NAILED IN BETWEEN <br />WEBS WITH (2) 160 NAILS EACH END WITH <br />(6) 16D NAILS AT EACH END NAIL TO 2X4 <br />2 X 4 ANGLE BRACING AT 48" OC ALONG <br />GABLE END NAIL ENDS TO 2 X 4 BLOCKING <br />WEB BLOCKING WITH (2) 160 TOE NAILS <br />G.F.L <br />IID V <br />GROUND FAUI <br />RECEPTACLE: <br />A.F.L <br />, 110 V <br />ARC FAULT <br />RECEPTACLE <br />WP 110 V <br />WATERPROOF <br />OUTLET <br />Iv V C A N 153 C <br />C AN BE CEILING <br />OR WALL rrrP) <br />SMOKE <br />DETECTOR 0 <br />® IIOV 50 CFM'& <br />BATH FAN <br />BATH FAN <br />LIGHT COMBO <br />= — 1 ELECTRICAL PANEL <br />�5 WALL SCONCE <br />® TELEVISION <br />EXTERIOR VOL FLOOD <br />G <br />FLUORESCENT <br />FIXTURE <br />IN ACCORDANCE! WITH CHAPTER 471.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE. ELECTRICAL <br />PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO <br />MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL 6Y&TEM6 DRAWN HERON <br />ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HI61HER REQUIREME NT6, <br />ALL ELECTRICAL OUTLETS IN BATHROOM$, KITCHEN, (WITHIN &' FEET OR 81NK8), GARAGE: AND AT <br />EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI' CIRCUIT <br />ALL ELECTRICAL OUTLETS IN BEDROOMS I FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER <br />'AFT" CIRCUIT <br />SMOKE DETECTORS SHALL SE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT <br />TO BEDROOM AND OTHER LIVING AREA& <br />GROUND WIRE FORM RE5AR TO ELECTRICAL PANEL PER N-EC. <br />NOTE] <br />2X4 OUTRIGGERS AT 24" OC NO DROP GABLE NEEDED <br />CONNECT OUTRIGGERS TO WHEN OVERHANG IS 12" OR <br />GABLE WITH 61MP60N H2.5 LESS <br />MAX. 24" OVERHANG <br />NOTE. NO L BRACING REQUIRED WHEN <br />PEAK OF GABLE 18 4'O" OR LESS <br />"L" BRACING TO EXTEND AT LEAST 90 % g® <br />49 DEGREE& OF WEB LENGTH ( SEE TABLE ABOVE ) <br />MAXIMUM <br />STEP DOWN GABLE TRUSS WITH ONE LAYER <br />1/2" COX SHEATHING OR 1/16" 0613 NAILED <br />4" OC WITH 8D COMMON NAILS <br />ATTACH BOTTOM CORD OF GABLE TRUSS <br />�C TO 2 X 6 PLATE WITH 160 NAILS 6" OC <br />2 X 4 NAILER ATTACHED TO BOTTOM <br />CORD OF GABLE TRU66 AND COMMON <br />TRUSS WITH 2 EACH 120 COMMON NAILS <br />AT EACH UPRIGHT MI EMBER OF GABLE <br />0 <br />MIN 2 X 6 P.T. PLATT= WITH <br />1/2" X 8" ANCHOR BOLTS <br />AT 24" OC, <br />CABLE END BRACING DETAIL <br />MIECNAN ICAL PLAN 311ro 11 = 1 <br />MECHANICAL CONTRACTOR TO PROVIPI£ A RETURN AIR MEGHAWAL CONTRACTOR TO VERIFY ALL DUCT <br />GRILL FOR ALL ROOM$ THAT HAVE A UNBALANCED AIR AND UNIT SIZE. THE MECHANICAL DRAWING6 AR! <br />FLOW PER F.M.C. 601.4 OR UNDER CUT DOORS NOT A 6TRUCTURAL PART OF DRAWING& AND MAY <br />VARY IN FIELD WITHOUT APPROVAL FROM ENGINEER <br />OF RECORD <br />30 1 011 <br />ROOF TRUSS PLAN 1/4 = 11011 <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />FLORIDA LICENSE NUMBER 31296 <br />I HE:RSY CERTIFY THAT TW5SE PLANS AND SPECIFICATIONS <br />WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE= WITH THE FLORIDA BUILDING CODE: 2001 <br />FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPH FASTEST <br />SPEED <br />O <br />Ir N <br />V <br />Z � N � O <br />N a�n � <br />z <br />O LL / 0 <br />Q � �! <br />} V N J <br />W to Q <br />Z M W <br />OC O W O <br />U. ce. <br />O <br />ch <br />0) C4 <br />LL <br />Z � J <br />z <br />z� <br />z^ a <br />OL <br />a�a <br />0 <br />Q <br />Q <br />z o <br />Q <br />O � � <br />E�� <br />�0 � t, ' v <br />`4 <br />O � � <br />N <br />UNIT 0 1 <br />LIVING 810.0 <br />ENTRY 416 <br />TOTAL 858.6 <br />14"llr � <br />LIVINGS 800.0 <br />ENTRY 20.0 <br />TOTAL 820.0 <br />TOTAL 1618.0 <br />PG <br />3OF4 <br />ARKAY 73 t <br />