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2209 Alicia Ln 2013 deck (2) IIS 'III REVISIONSD CK TH F ASCHNER R SID NC I I I I 2209 ALICIA DANE I T ANTIC B ACH F ORIDAI ' I I L ABBREVIATIONS SYM50LS AL.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION KIL. NOT M CONTRACT A1C AIR CONDITIONING WIT EXH. EXHAUST KTA NOT TO SCALE NORTH INDICATES DIRECTION OF NORTH ALT. ALTERNATE EXT, EXTERIOR OL. ON CENTER ALUM. ALUMINUM FSG. FIBERGLASS OPNG. OPENING AWN. AWNING WINDOW FIN. FINISH PT PAINT BLK BLOCK FIN.CLC. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE —DRAWING NUMBER BOT. BOTTOM FIN.FLR FINISHED FLOOR P.T. PRESSURE TREATED BLDG, BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE SECTION B.U. BUILT-UP GALV. GALVANIZED REW REINFORCED ,4- SHEET NUMBER WHERE SECTION IS DRAWN CAB. CABINET GL.BK GLASS BLOCK WINDOW FEW. REQUIRED CPT CARPET GU8 GYPSUMWALL BOARD R RISER C.I. CAST IRON ADW, HARDWARE RD. ROOF DRAIN 1 CL. CENTERLINE HGT. HEIGHT S.H. SWsLE HUNG WINDOWDRAWING C.T. CERAMIC TILE HORZ HORIZONTAL SMT. SHEET DETAIL X ORINUMBER CA COLD WATER H$. HOSE BIBS SIM. SIMILAR SHEET NUMBER"RE j CONC. CONCRETE H.W. HOT WATER SL. SLOPE DETAIL 18 DRAWN l CM.U. CONCRETE MASONRY WIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS i` CONT. CONTINUOUS INSUL. INSULATION STL. STEEL A I C.J. CONTROL JOINT JAN. JANITOR t14G. THICK ELEVATION LETTER � A CFM. CU540 FEET PER MINUITE JT. JOINT TKG TONGUE AND GROOVE ELEVATIONS A-5 Bf— DH. DOUBLE HUNG WINDOW LAM. LAMINATE(D) TVP. TYPICAL SHEET NUMBER WHERE ow. DISPENSER LAV. LAVATORY VERT. VERTICAL C ELEVATION IS DRAWN � � My DN. DOUN MA. MASONRY OPENING VL.T. VINYL COMPOSITION TIL I � E DWG. DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET + Z EA EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD DOOR f� W EL C. ELECTRIC MECH, MECHANICAL W.W.M. WELDED WIRE MESH EXC. ELECTRIC WATER COOLER MTL. FETAL WL. WATER CLOSET A O M.P. METAL PANEL UR URINAL WINDOW }�••� II V1 w I I 4 � I I I u U � 0 N pq i u 1 .� �..., . H S 89.46'20" W 113.44'(PLAT) S 89'4610"W 113.40'(MEASURED) Q I 2 ,0 CD v W . a O s z cel 0 '� zIpj 1--� i _ J ( t f O P v v , w Z CD ° 0 Q E-- o cn a• ° � W a. LU 0 � O NEW CONC.PARKING PAD U o Co � � WQ N �.. L _ � I N o > - z EXISTING DECK t0 BE REMOVED W a o. 0 Cfl JIB Cn OQ/ou � �- 0 UD ° ° �a �v° Q Q N � � -3: 0 ° �a1 0 —J Q v . LL- W v' o a 9- 0 3 W 4 N _ v } L v � -N I Q Ill . ..�. a M _ _ _ u N89 4335 101 � �6 ) o > N 89 .46'10"E 1 '((PPLAAp O Y 1 1I �QNL/ f� x u xSV u � LU Lij W � _ uj w 51TE PLAN INDEX OF DRALUNG5: ; � IMP���IOUS SI�R�,4C� C>�LCI���TIONS: SC : 1"40'-0° AREA: EXISTING: POST CONSTRUCTION: A}I DECK FLANTITLE ,DETAILSITE S,DATA W x ATE OF LOT 10,166 10,166 UAD ISSUE HOUSE 2,653 SF. 1,653 S.F. 5-15-i3 CONCRETE,(DRIVE PATIO,WALK) 168 OF. 168 SF. WN ADDED CONCRETE it SF. SCOPE OI= THE WORK: 5U ILD INCA CODE SUMMERY j _ ; ' D BY: EQUIPMENT PADS 42 SF. 42 S.F. TOTAL IMPERVIOUS SURFACE AREA 3,463 S.F. 3534 SF. REMOVE EXISTING DECK AND CONSTRUCT NEW DECK ON = OCEANSIDE. - _ � RYIOUS 31271 31.8 7t INSTALL NEW PARKING PAD At EXISTING DRIVEWAY ON �4PPL IC ALE CODES: - - SHEET NO. CHANGE IN IMPERVIOUS SURFACE AREA +11 SF. LAND SIDE FLORIDA RESIDENTIAL CODE 2010 EDITION FLASCHNER Y � T- 1 a 10038 I � I I I REVISIONS I I I I I 1 I HE nI I lu I � N I I � 1 LU+,?, 1 0 Z t4 z 1 1 N N I I 1 I 1 I v zI STACKED SCONE WALL t ' BY OTHERS W 1 1 A 0 T-6"CLEAR OPENING 1 I r^ I 1 I I NEW LAWN AND I n D A g I LANDSCAPING BY I I OTHERS I 0 P.T.2x12 JOIST*MAX 16" O.C. io ° P.T.2x12 JOIST •MAX.Ib"O.G. ° ( ►-� r , I PROVIDE CODE COMPLIANT I �/ DECKBOARDS = 2 RAILINGS At ALL DECK AND STAIR 2x12 JOIST p - P.T.2x10 BEAM, LT I ,4-1 SNE wG/ROADDE 30" ELEVATION A-1 P.T. MAX.MAx16 O.C.oc � POST w/2-1/2 4 G -- - BOLTS,TYP. P.T.2x12 BEAM �j N 2- P.T.2x10 BEAM,BOLT TO I N POST w/2- t 1 BOLTS,TYP. t I P.T.2x12 JOISTS * STACKED STACKED STONE STACKED I U I& O.C.,TYP. LANDSCAPING BY STEM BY OTHERS LANDSCAPING BY V24 HD.GALV. P.T.bx6 POST t —2-P.T.242 JOISTS • OTHERS OTHERS t H BOLTS,TYP. 1 �� I6 O.C.,TYP. – SLOPE TOP OF CONC.TO ( 3-P. .2x LET DRAM,TYP. INTOPOS 3° ' GRADE I i ---------------- EXISTING P.T.bx6 POST SET 30" t OPENING FOR SPA ; W DEEP N 12" SONOTUBE I 90 x90 OPENING, I 4,030 0 LOAD,112 FORM w/MIN 3000 I PSF DEAD LOAD r r P.T 2x11 ISTS A SI E OF FIBER REINFORCED CONC. I t M 3 OC., P. I I I OPENING FOR SPA i I °.�"x90" OPENING, 4,030 LOAD 112 PSF DEAD LOAD i 4 NEW LAU,N AND p t * I I 2 I 05� 5 C I (OI V ; -------------- J i!2 '4-, LANDSCAPING BY OTHERS DEGCBOARDS Q-� SCALE: 1/2" " =1'-0 i 2-P.T.2x12 - i rEP4. Da N P.T.bx6 POST l' r I � i 2-P. 2x10 LET I i 1 I INTOI JPOS3", ( i ° P.T.2x12 JOIST MAX 16"O.C. ° BOLTS,TYP V. I 3 1 = I A-) I 2-V 1 H.D.GALV. Z1-i'2"�H.D.GALV. I ( Z 2" L CJ's- �' CT(ON BOLTS,TYP. 3- P.T.2x10 BEAM, LT BOLTS,TYP. SCALE: 1/2"=1'-0" BOLTS,TYP. EXISTING PATIO � x a U N ¢ w c7 � I I z 44 1/2"o H.D.GALV. P.T.bx6 POST 1 I o � BOLTS,TYP. 1 I w SLOPE TOP OF CONC.TO I I a DRAIN,TYP. H w 2-46:0x6"SIMPSON TITEN SCREWS • 48" I AL ICON OG.w/ V2"STACKED WASHER SPACER EXISTING GRADE I I ¢ I U DECKBOARDS P.T.2x12 LEDGER CONT. r PT.bx6 POST SET 30" t P.T.2x11 JOIST s MAX 16"O.C. DEEP N 12" SONOTUBE t FORM w/MIN.3000 I I DATE OF SIMPSON LUS210 = FIBER REINFORCED CONC. I I ISSUE HANGER I I 5-15-13 DRAWN BY. � 1 3 Crj-% =05T S CT I ON I� TWO,STORY MASONRY SCALE: SCALE: 1/2"=i'-0" I POSTED 220S I SHEET NO. ^� FLAW-HNER I -� A- 1 I I J 10038 I I