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R <br />"EXISTINC' SHINGLE ROOF OVER <br />PRE-ENGINEERED ROOF TRUSSES <br />%ISTINC" <br />TRUSS ANCHOR <br />"NEW" R-30 CEILING INSULATION <br />"EXISTINC" HEADER BEAM <br />"PEW" SINGLE 2" X 4" ( 2 SPRUCE) <br />TOP PLATE ANCHORED TD THE BOTTOM <br />OF THE "EXISTINC' FADER BEAM <br />WITH 16D NAILS AT 8" O.C. <br />WINDOW SILL <br />INSULATE WALL WITH R-II INSULATION <br />AND FINISH INSIDE WITH 1/2' DRYWALL <br />PER OWNERS SPECIFICATIONS. <br />PRESSURE TREATED BOTTOM PLATE & <br />1/2" X 7" LONG RED HEAD RAWL STUB <br />(4" MINIMUM EMBEDMENT) ® 24" O.C. <br />12 <br />SEE ELEVATION <br />2'-0" \ <br />MAXIMUM <br />MIN. 2'X4'1 <br />& SOFFIT <br />1/2' PLYWOOD OR 7/16" O.S.B. <br />(2-M-W) RATING NAILED WITH <br />8D NAILS SPACED AT 3" O.C. <br />ALONG ALL HORIZONTAL JOINTS <br />& EDGES; 6" O.C. ALONG ALL <br />VERTICAL JOINTS & EDGES AND <br />12" O.C. ALONG ALL INTERMEDIATE <br />STUB SPACED AT 16" O.C. <br />EXTERIOR FINISH <br />SEE ELEVATIONS <br />'EXISTING" <br />4" CONCRETE SLAD REINFORCED W/6X6- I APPROX. GRADE <br />10/10 W.W.F. OR FIBERMESH OVER A 6 MIL. <br />VAPOR BARRIER ON TERMITE POISONED <br />COMPACTED FILL. <br />.: <br />L r _ <br />"EXISTINC" <br />8' DEEP X 16" WIDE FOOTING <br />WITH (2)-#5 MAR X CONT. <br />(PLACE (2)-#5 L-BARS WITH <br />30' LEGS AT ALL CORNERS). <br />SECTION A -A <br />SCALE: 3/4" = I'-0" <br />THIS DMAAIJG FIRS DEEM DESIGNED TO CONFORM TO TFE 2014 H.ORIDA DUI DING CODE <br />5TH EDITION AND TFE 2014 fLORIDA DULL M CODE - RESIDENTIAL. 5TH EDITION. <br />ARKAY ENCARINC, INC.: A RECISTERED, LICENSED, FLORIDA PROFESSIONALL, STRUCTURAL <br />ENGINEERING COWANr, HAS APPLIED 'RATIONAL. ANALYSIS' FOR THE STRUCTURAL DESIGN <br />OF THIS STRUCTURE. <br />TFE DUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SFW.L DE DESIGNED FOR THE <br />FOLLOWING SUPERIMPOSED LOADS: <br />FLOORS: CARACE SLAD: <br />LIVE LOAD - 40 PS.F. LIVE LOAD - 50 P.S.F. <br />DEAD LOAD - 10 PS.F. DEAD LOAD - 10 P.S.P. <br />ROOF: <br />LIVE LOAD (TRUSS TOP CHORD) - 20 PS.F. <br />DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.P. (15 PS-F. WFEN TILE ROOFING 15 INSTALLED) <br />DEAD LOAD (TRUSS DOTTOM (FORD) - 10 P.S.F. <br />ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 PS.F. <br />WIAD: <br />DUILDING IS DESI4TED TO CONFORM TO ASCE 7-10, CHAPTERS 26 TFIRU 3k PER 2014 FLORIDA <br />DUILDING CODE, RESIDENTIAL, - SECTION R3OL2.LL AND 2014 FLORIDA &JADING CODE <br />SECTION W%LL <br />COMPONENT & CLADDING WIND LOADS <br />WIND DE516N ASSUMPTIONL4: <br />DUILDINC EXPOSURE - D <br />PURRING RISK CATEGORY - II <br />MEAN ROOF FIGHT 30' OR LESS <br />FIGHT & EXPOSURE ADJUSTMENT <br />COEFFICIENT = LO <br />ENCASED DUAAING <br />AJTWOL PRESSURE COEFFICIENT = +/- 0.15 <br />WIND SPEED SHOWN AT THE &OTTOM R104T <br />CORNER OF THIS SFEET <br />ALL STRUCTURAL. H,EftTS, EXTERIOR <br />WALLS AND INTERIOR WALLS SHALL DE <br />TYPE V CONSTRUCTION PER FDC 6025 <br />&ium <br />ZONE <br />ROOF OVERHANG <br />LOADS <br />ALL OTHER <br />CO"P�T <br />LOADS <br />I <br />N/A <br />+32.3/-35.3 <br />2 <br />-65.7 <br />+32.3/-56.2 <br />3 <br />-110A <br />+32.3/-89.0 <br />4 <br />N/A <br />+35.3/-38.2 <br />5 <br />N/A <br />+35.3/-47.2 <br />EXTERIOR W WOWS & DOOR ASSEHI.IES: <br />AU, EXTERIOR WINDOW & CLASS DOORS 51-OU M TESTED IN ACCORDANCE WITH NISI/AMMA/NWWDA <br />101/132 STANDARDS AND DEAR AN M W OR WDMA LADE. IDENTIFYING THE MANUFACTURER, <br />PERFORMANCE CNARACTERISTTCS AND APPROVED PRODUCT TESTING ENTITY. <br />AM MUI.I.I" AND ADJACENT DOOR/WINDOW ASSEMELIES SHALL DE TESTED OR ENGINEERED TO <br />TRANSFER L5 TW TFE DESUN LOADS TO Tit ROUGH OPENING SUBSTRATE. <br />INSTAL. AL. WINDOW & DOOR ASS00LIES PER TFE MANUFACTURERS ANCHORING REC"ENVATIOJS <br />TO ACFEIVE Tit DESIGN PRESSURES SPECIFAID. <br />ELECTRICAL, PLAN&= & MECHANICAL: <br />IN ACCORDANCE WM CHAPTER 47LO03(2XI) OF Tit FLORIDA ADMINISTRATIVE CODE, ELECTRICAL, <br />MWINC AND MECHANICAL SYSTEMS *Kt DE DESIGNED DY Dt RESPECTIVE CONTRACTORS TO <br />MEET ALL APPLICADLE CODES. TFE ELECTRICAL., PIA MDINC AND MEG•IANICAL SYSTEMS DRAWN HEREON <br />ARE BASED UPON A DESIGN PROVIDED BY TFE OWNER TO ADDRESS HIS/FAR REQUIREMENTS. <br />ALL ELECTRICAL OUTLETS IN DATHROOMS, KITCFEN (WITHIN 6 FEET OF SINKS), CARAGE AND AT <br />EXTERIOR LOCATIONS SFALL DE WIRED INTO A CROUND-FAULT INTERRUPTER 'CFI' CIRCUIT. <br />ALL ELECTRICAL OUTLETS IN DEDROOMS SHALL DE WIRED INTO AN ARC -FAULT INTERRUPTER <br />'AFL" CIRCUIT. <br />"EXISTING" <br />TRUSS ANCHOR <br />"NEW" R-30 CEILING INSULATION <br />"EXISTINC" HEADER BEAM <br />"FW' SINGLE 2' X 4' (#2 SPRUCE: <br />TOP PLATE ANCHORED TO THE: DOTTOM <br />OF THE "EXISTINC" HEADER BEAM <br />WITH 16D NAILS AT 8" O.C. <br />INSULATE WALL WITH R-11 INSULATION <br />AND FINISH INSIDE WITH 1/2" DRYWALL <br />PER OWNERS SPECIFICATIONS. <br />PRESSURE TREATED BOTTOM PLATE & <br />1/2' X 7" LONG RED HEAD RAWL STUD <br />(4" MINIMUM EMBEDMENT) ® 24" O.C. <br />"NEW" 4' THICK CONCRETE CAP <br />"EXISTINC' SHINGLE ROOF OVER <br />PRE-ENGINEERED ROOF TRUSSES <br />12 <br />SEE ELEVATION <br />MAXIMUM <br />MIN. 2" X 4' FASC <br />& SOFFIT <br />1/2' PLYWOOD OR 7/ 16" O.S.B. <br />(2-M-W) RATING NAILED WITH <br />8D NAILS SPACED AT 3" O.C. <br />ALONG ALL HORIZONTAL JOINTS <br />& EDGES; 6" O.C. ALONG ALL <br />VERTICAL JOINTS & EDGES AND <br />12' O.C. ALONG ALL INTERMEDIATE <br />STIRS SPACED AT 16" O.C. <br />EXTERIOR FINISH <br />SEE ELEVATIONS <br />z-=--=�— �� —° z <br />-.'• .. � <br />4" CONCRETE SLAB REINFORCED W/6X6- I APPROX. CRAPE <br />10/10 W.W.F. OR FIBERMESH OVER A 6 MIL. <br />VAPOR BARRIER ON TERMITE POISONED <br />COMPACTED FILL. <br />N �;..L N <br />"EXISTING" <br />8' DEEP X 16' WIDE FOOTING <br />WITH (2)-#5 REBAR X CONT. <br />(PLACE (2)-#5 L-BARS WITH <br />30" LEGS AT ALL CORNERS). <br />SECT ION b-b <br />SCALE: 3/4" = 1'-0" <br />NOTES: WINDOWS & DOORS MUST BE INSTALLED SUCH <br />THAT THE: MAXIMUM CAP INEETWEEN THE FRAME <br />AND SUPPORT FRAMING IS 1/4'. <br />INSTALL ALL WINDOW AND DOOR FRAME ASSEMBLIES <br />PER THE MANUFACTURERS ANCHORING RECOMMEMATIONS <br />TO ACFIVE THE SPECIFIED DESICN PRESSURES. <br />STRAP EMS OF HEADERS WITH A USP OR SIMPSON <br />"LSTA24" STRAP TIE AT OPENINGS LESS THAN 5'-O' <br />WIDE, AT OPENINGS 5'-0' AND WIDER USE (2) USP <br />OR SI.MIPSON %STA24" STRAPS AT EACH END. <br />SXISTINC" FADER <br />WINDOW JAD DETAIL <br />SCALE: 1/2" = I'-0" <br />k" HEADER JACK <br />NAILS ® 12" O.C. <br />2"X6" P.T. BOTTOM PLATE <br />"EXISTINC" FADER <br />POOP JAMS &ETA IL <br />SCALE: 1/2" = I'-0" <br />%6' HEADER JACK <br />V NAILS ® 12' O.C. <br />2"X6" P.T. BOTTOM PLATE <br />ELEGTRIGAL LEGEND <br />� ELEGTRIGAL OUTLET (110 VOLT, DUPLEX) <br />5WITGHED ELEGTRIGAL OUTLET <br />(110 VOLT, DUPLEX) <br />:�)-- WEATHERPROOF ELEGTRIGAL OUTLET <br />cl GROUND FAULT (110 VOLT, DUPLEX) <br />B@E 220V OUTLET <br />® 5PEGIAL PURP05E GONNEGTION <br />TELEPHONE OUTLET <br />© TELEV15ION OUTLET <br />5WITGH <br />3 3-WAY 5WITGH <br />-- 5URFAGE MOUNT LIGHT FIXTURE PREWIRE <br />M015TURE RE515TANT ROUND RECE55 FOR <br />TUB/SHOWER LOCATION <br />ROUND REGE55ED LIGHT FIXTURE <br />(�1 <br />it <br />QS 5MOKE/GARBON <br />MONOXIDE DETEGTORo' <br />GEILIN6 FAN PREWIRE <br />24" GEILIN6 MOUNT FLUORE5GENT <br />LIGHT FIXTURE <br />48" GEILIN6 MOUNT FLUORE5GENT <br />LIGHT FIXTURE <br />SOFFIT MOUNT FLOOD LIGHTS <br />0 EXHAU5T FAN <br />EXHAUST FAN / LIGHT FIXTURE GOMBO <br />ELEGTRIGAL 5ERVIGE PANEL <br />OUTLETS IN KITGHEN, BATH5, GARAGE AND WITHIN <br />6-0" OF WATER 5OURGE 5HALL BE 6F1 TYPE <br />ALL OTHER OUTLETS SHALL BE PROTEGTED BY <br />AN ARG-FAULT GIRGUIT BREAKER <br />SMOKE ALARMS & CARDON MONOXIDE PROTECTION: <br />SMOKE ALARMS SHALL DE: INSTALLED IN EACH SLEEPINC ROOM, OUTSIDE EACH SLEEPINC AREA IN THE <br />VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLINC (INCLUDINC EASEMENTS, <br />GUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS). SMOKE ALARMS SHALL BE INTERCONNECTED, <br />HARD -WIRED AND HAVE A BATTERY BACK-UP. IN ADDITION TO SMOKE ALARMS, A CARBON MONOXIDE ALARM <br />SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPINC PURPOSES. A COMBINATION <br />SMOKE/CARBON MONOXIDE ALARM MAY BE USED. <br />I HEREBY CERTIFY: <br />THAT THE CONSTRUCTION PLANS SHOWN HEiREON ARE IN COMPLIANCE WITH <br />CHAPTER 16, SECTION 160E OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION FOR <br />140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH <br />THE ENTIRE 2014 FLORIDA BUILDING CODE, 5TH EDITION. <br />r- <br />.t <br />CA <br />CIA <br />U =� <br />cn # <br />cq <br />ILI <br />910 <br />NUl <br />z 13 <br />fF LILL � LL VI Q <br />11L?°� <br />111 z -1 �Lu WLL <br />V_jJLL 4 <br />zZ3 aLL <br />lUv Q� �a <br />w <br />Id, ck <br />0 Xv <br />Lu <br />ui <br />li! pul= <br />LILL <br />z � � d U <br />Lu <br />W <br />Q <br />Q <br />O <br />W <br />0 <br />z� <br />LLI <br />w-1 <br />wqLLI <br />O <br />,.n <br />N <br />I I 1 <br />DATE: 02—IS-16 <br />SCALE: AS NOTED <br />JOB 0 16231 <br />SHEET <br />2 <br />T <br />PERMIT SET <br />