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1/8" STUCCO BRICK WITH GALV <br />WIRE LATH OVER FRAME WALLS <br />EXISTING SOUTH - LEFT <br />ELEVATION 1/4" = 1' O" <br />1/8" STUCCO BRICK WITH GALV <br />WIRE LATH OVER FRAME WALLS <br />EXISTING WEST - REAR <br />ELEVATION 1/4" = 1' O" <br />PROPOSED WEST - REAR <br />ELEVATION 1/4" = 1' O" <br />PAINTED STRUCK JOINT BLOCK <br />1/8" STUCCO WITH GALV <br />PROPOSED NORTH - RIGHT WIRE LATH OVER FRAME <br />WALLS <br />ELEVATION 1/4" = 1' O" <br />WIRE LATH OVER FRAME T"1�VT V5C1J OL-) 1 I H - L-mr I <br />WALLS ELEVATION 1/4" = 1' O" <br />EXISTING NORTH - RIGHT WIRE LATH OVER FRAME <br />WALLS <br />ELEVATION 1/4" = 1' O" <br />4X8 HARDI SIDING <br />ADDITION WALL HEIGHT p T 6 <br />ADDITION FINISH FLOOR � ' a" <br />-1/8" STUCCO WITH GALV <br />WIRE LATH OVER FRAME <br />WALLS <br />ADDITION FINISH FLOOR n O� O" <br />I I I- 4' 3" I- 4' 3" I 4' 3" Y 4" 1_ <br />23' 4" <br />EXISTING PARTIAL REAR <br />FLOOR PLAN 1/411 = 11 011 <br />PROPOSED PARTIAL REAR <br />FLOOR PLAN 1/4" _ 11 OII <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />rHESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY <br />llITH ALL OF THE LOADING REQUIREMENTS - SECTION 1103 "STRUCTURAL" <br />:)F THE FLORIDA BUILDING CODE 201 - EXISTING BUILDING 6TH EDITION <br />0 <br />14' 4" A y <br />DEMOLITION NOTE: �� 1 <br />REMOVE EXISTING PORCH LEAVING EXISTING SLAB v <br />l <br />1/2" A307 ALL THREAD ROD LOCATIONS WITH 5/8"Xl" <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 I/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 />WOOD WALL TO BLOCK <br />T THIS LOCATION WITH (5) <br />EXPANSION BOLTS EQUALLY <br />) WITH 2" SQUARE WASHERS <br />AMPLY WITH PREVAILINO <br />ILOING CODE, <br />AND THE CITY OF tE Hv RH1LlS <br />ut <br />ORDINANCES <br />411 <br />® �pnA�lHgq�10 <br />MANS <br />I HERBY-,e;Ep r I�'I <br />WERE PIR a13 <br />ARE IN COt` p <br />FLORIDA BUIL <br />FOR 1313 MPH WIN , <br />201-1 BUILDING CODE <br />n'. LICSNSEMO. 38654 <br />DADE LITY:rL 33526 <br />a <br />ESE AAA, 4ND SPECIFICATIONS <br />:�OU i1Y DIRECT SUPERVISION <br />Iro, SECTION 1609 OF THE <br />r� EDITION AND ASCE -1-10 <br />�� CATEGORY II AND THE ENTIRE <br />DENTIAL 6TH EDITION <br />U <br />C+7 <br />N <br />Z <br />z <br />M <br />co <br />Q <br />o <br />® <br />�o <br />� CV <br />LnLL <br />ti <br />z <br />04 <br />CV <br />U <br />z W <br />`-' <br />XMX <br />U) <br />O <br />W <br />U ti <br />Z a N <br />Q <br />N <br />m L0 <br />00 coCn Lo <br />M <br />W <br />2 U_ <br />�� <br />Li- <br />z) O <br />CV <br />00 <br />0 <br />m <br />Kl\ <br />1 <br />Q <br />z <br />0 <br />ui <br />z <br />ca <br />Q <br />� <br />O <br />1 L <br />Ju <br />cA <br />Z <br />OL <br />�--- <br />Q <br />� <br />Z <br />Z <br />4 <br />iu <br />Q <br />cl) <br />cv <br />� <br />uJ <br />N <br />LIVING <br />318 SQ. FT. <br />PG <br />1 OF 3 <br />