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r <br />1/2" CDX OR-I/1611 OSB ROOF SHEATHINGS <br />NAILED PER ROOF SHEATHING DETAIL <br />WITH SD NAILS, USE STEEL PLl'CLIPS <br />GAF UNDERLAYMENT AND SHINGLES <br />SEE TRUSS LAYOUT <br />2X4 WOOD SUB FASCIA WITH <br />ALUMINUM FASCIA AND DRIP <br />ALUMINUM SOFFIT <br />VINYL SINGLE <br />HUNG WINDOWS <br />2X4 02 SPRUCE STUD WALL SPACED 16" OC WITH <br />1/2" CDX OR '1/16" OSB WALL WALL SHEATHING <br />NAILS 3" OC ON ALL PLATES AND 6" OC ON <br />VERTICAL STUDS. COVER WITH TYVEK HOUSE <br />WRAP AND GALV PAPER BACK WIRE LATH <br />AND VS" STUCCO. I <br />SINGLE 2X4 P.T. BOTTOM PLATE SECURED <br />TO SLAB WITH A301 ALL THREAD RODS <br />AS PER NOTE AND LOCATION ON FLOOR <br />PLAN <br />GENERAL ELECTRICAL NOTES FOR AC <br />EXISTING STRUCTURE ELECTRICAL SERVICI <br />BE INSPECTED BY ELECTRICAL CONTRAC <br />THE ADDITION ELECTRICAL WORK BEING E <br />EXISTING SERVICE CAN NOT HANDLE LOAI <br />ADDITION THE SERVICE WILL HAVE TO BE <br />MEET LOCAL AND STATE OF FLORIDA BUIL <br />THE EXISTING STRUCTURE WILL HAVE TO H, <br />ALARMS ADDED PER SECTION 1004 OF TI <br />BUILDING CODE EXISTING BUILDINGS AND <br />- \ I ENGINEERED ROOF <br />\ TRUSSES 24" OC <br />MINIMUM R-30 INSULATION <br />IN ATTIC AREAS <br />1/2" CEILING TYPE <br />GYPSUM BOARD <br />DBL 2X4 TOP PLATE <br />DEL 2X12 •2 PINE WITH ONE <br />LAYER 1/2" PLYWOOD FILLERS <br />OVER ALL DOOR AND WINDOW <br />OPENINGS <br />R-13 INSULATION IN WALLS WITH <br />1/2" GYPSUM WALLBOARD. <br />TYPICAL 4" CONCRETE SLAB WITH WIRE MESH <br />OR FIBER MESH AND 6 MILL VISQUEEN OVER <br />CLEAN COMPACT TERMITE TREATED SOIL <br />GRADE <br />611 -a <br />— — — — — — — — — <br />1211 e e <br />15"X12" MONO FOOTINGS WITH <br />BOTTOM OF FOUNDATION 1211 2 EACH 05 REBAR ON CHAIRS <br />MINIMUM 12" BELOW GRADE <br />2X4 WOOD WALL DETAIL <br />NOT TO SCALE <br />ELECTRICAL PLAN 1/411 = 11 OII <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 LEGEND <br />SWITCH <br />CEILING <br />FAN W/ LIGHT <br />Ll <br />110 V <br />WP 110 V <br />WATERPROOF (ol WALL SCONCE <br />OUTLET <br />TO BE <br />ED IN FII <br />WALL HEIGHT p 8' O" <br />FINISH FLOOR [1 O' O" <br />PARTIAL WEST ELEVATION 1/4" _ 11 OII <br />1/a" sTUcco OVER GALV <br />WIRE LATH, TYVEK AND <br />WOOD FRAMING <br />PARTIAL SOUTH ELEVATION 1/4" = ]'Oil <br />1/8" STUCCO OVER GALV <br />WIRE LATH, TYVEK AND <br />WOOD FRAMING <br />PARTIAL NORTH ELEVATION 1/411 = 11 OII <br />APPROVED PRODUCT LIST <br />STATE OF FL, <br />PRODUCT CATEGORY SUB CATEGORY MANUFACTURER APPROVAL " <br />STRUCTURAL COMPONET HIO SIMPSON FL 10456 <br />ROOFING ASPHALT GAF SINGLES ALL FL 10124,1 <br />ROOFING UNDERLAYMENT GAF FL 10626.1 <br />WINDOWS <br />SOFFIT E FASCIA TRIM <br />EXTERIOR DOORS <br />SINGLE HUNG <br />NON IMPACT PLYGEM 1500 FL 16103.1 <br />SOFFIT AMERICAN CONSTRUCTION METALS FL 12019.1 <br />SINGLE SWINGING PLAST PRO FL 11341.1 <br />EXISTING &'0" BLOCK WALL <br />J <br />' REMOVE EXISTING WINDOW AND <br />REMOVE BLOCK DOWN TO SLAB <br />TO CREATE OPENING TO NEW <br />ADDITION. LINTEL TO REMAIN, NO <br />STRUCTURAL CHANGE TO OPENING <br />ATTACH WOOD WALL TO BLOCK <br />WALL WITH (5) I/2"X5" EXPANSION - <br />BOLTS EQUALLY SPACED AT EACH <br />LOCATION <br />1/2" A301 ALL THREAD ROD LOCATIONS WITH 5/8"X1" <br />EXPANSION (1/2"BOLT SIZE) AT SLAB. USE 1/2" COUPLING <br />NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN <br />SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A <br />EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO <br />EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE <br />WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE <br />OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0" <br />OC <br />NEW 8'O" 2X4 WOOD WALLS <br />FLOOR PLAN 1/411 _ 1, OII <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />WITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" <br />OF THE FLORIDA BUILDING CODE 2011 - EXISTING BUILDING 6TH EDITION <br />EXISTING &'0" BLOCK WALL <br />DLO 1DA ILDiNG CAE <br />04 <br />SQ L ELECTRIC CODE, <br />THE CITE' Olt ZFpH +�gll3 <br />INANCES <br />U <br />co <br />N <br />Lo <br />Z <br />M <br />co <br />Q <br />lY � <br />co <br />J N <br />-j <br />L�L- ti <br />z <br />Co <br />F N <br />U Lo <br />g <br />~ <br />Z W ��cM <br />LD 0 Q <br />C/U <br />W LL <br />W <br />Q ~ r <br />3 <br />Q <br />Z d N <br />mco <br />Z) 00 n <br />coo) 0 <br />M <br />W <br />2 U_ <br />r� LL <br />. LL <br />O <br />N <br />00 <br />- <br />CM <br />r- <br />O <br />cn <br />4(1 <br />O ccn <br />( Y— L <br />fu <br />N <br />wW ELL 0 <br />z o « Z <br />Z� OU <br />zz a <br />O <br />NZ <br />z;�j <br />o6 <br />� <br />O <br />� <br />z <br />p <br />O <br />w <br />p <br />O <br />z <br />O <br />LIC <br />Z <br />73 <br />(Z <br />WE <br />T <br />(�� <br />Q <br />Q <br />tu <br />er <br />t �1 <br />N <br />!n <br />N <br />56 C/A gin, <br />LIVING AREA <br />124 SQ, Pt, <br />FOUNDATION PLAN 1/4" = 1' OII <br />« <br />u <br />T.J ' HANSON .E. ICEISE 440. 38654 <br />in )ADE &T� �k 33526 <br />I HERBY CERTIFI3--TA,AT�T4ES PIL b SPECIFICATIONS <br />WERE PREPAfi2Ep.BY M1= 00R �k[5® DIRECT SUPERVISION <br />ARE IN COMP[ #ONCE 11lITH GHiAf 1= `16; SECTION 1609 OF THE <br />FLORIDA BUILDII Gd�QDE Cal- "I .,, DITION AND ASCE 1-10 <br />FOR 13S MPH WIND Z® It l 4TEGORY II AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH ADDITION <br />P'r...i <br />OF 2 <br />