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LOT 2 �-'� mmmF-cnv w �zmO www tW,J U 101 z� C-4 PO �uiui ��cQ)zL- z � U i REVISIONS RESIDENCE 395 TW FTH STR T NORTH INDICATES DIRECTION OF NORTHAITI --.ANTIC BEACII , FLORIDA DRAWING NUMBER 5ILT FENCE j/FILTER CLOTH SECTION x (MIRAFI,POLYFILTER OR APPROVED Q- SHEET NUMBER WHERE EQUAL)ON WOOD STAKES g MAX.6'-0" O.C. r----••-----•---------•-------•-------- ....-•-------••--------•---•--------•---------•-----•-------------------------------•----------------r------------------ -------� SECTION 15 DRAWN FLOW { GRADE )( ETB DRAWING NUMBER ���/ //�/ _ - - - - - - - - - - - { - - -- - - - - - - - - - - 5'SIDE YARD SACK LINE DETAIL = /iii/ BACKFILL FENCE AFTER PLACING FENCE -T A- SHEET NUMBER WHERE /�� DETAIL 15 DRAWN so: ELEVATION LETTER ELEVATIONS A-5 B�'�- SHEET NUMBER WHERE i L, „ ELEVATION 16 DRAWN ( I \ C I \ � �3WIP'R wu POOL I I DOOR O DOOR 1 5 T A< D T URF f ED f A RRf IR I '`Jj BY OTHERS � i { \\x�i { NOMENCLATURE+- 3648 = 3'-6" x 4'-8" ,Q-f SCALE: 3/4"=I'-O" I WINDOW Q WINDOW I.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. I NOMENCLATURE*- i 8 6 x40 AREA 3:TOP,BOTtOM30x15 2.FENCE MAY BE REMOVED AT WORK AREAS DURING WORK I \ { 3648 = 3'-(o" x 4-8 \ PERIOD, BUT SHALL BE REPLACED AT THE END OF WORK 22 DEEP POTENTIAL \\ PERIOD. { I 435+5F. \ ACCE55ORY \\ { ® i I BUILDING /� ON 51TE PARKING A { i �c__ _ ,455REVIATION5 LOADING AREAi r ,I o AC.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER NEATER MIN. MINIMUM f ° { ADJ. ADJACENT EL. ELEVATION N.I.G. NOT IN CONTRACT c� LANAI LM ;4 � A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.5. NOT TO SCALE { BATI ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTERT{ ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING I { I x AWN. AWNING WINDOW FIN. FINI$W PT PAINT u, U BLK BLOCK FIN.CLG. FIN15WED CEILING P.V.C. POLYVINYL CHLORIDE �I �dtI l - -- , wpm I ' BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. IORE65URE TREATED ^' ��� I { I r Q� BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE la .1 j B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED = I 1 { I ( N W CAB. CABINET GL.BK GLASS BLOCK WINDOW READ. REQUIRED a { aq GPT. CARPET GWB GYP5UM WALL BOARD R. RISER do 7:7BE C.I. CA5T IRON HDW. HARDWARE R.D. ROOF DRAIN r T 1 I I GL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW FSI ----� I I c U C.T. CERAMIC TILE HORZ. HORIZONTAL SWT. SHEET ------ CIU. COLD WATER N.B. HOSE BIBS SIM. SIMILAR CONC. CONCRETE H.W. HOT WATER 5L. SLOPE e` SPEC. SPECIFICATIONS ( 1 �� � ff ' C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETERI ' vrev 1 I CONTINUOUS IN5UL. INSULATION STL. STEEL { CONT. CO UouS i ---------------------- { i JOINT JAN. JANITOR THK. THICK �'1° i -- --- - ----- I z c�J. CONTROL � I °• •� CFM. CUBIC FEET PER MINUTE JT. JOINT TAG TONGUE AND GROOVE V 1 DH. DOUBLE HUNG WINDOW LAM. LAM-I{aIA.IE (D) TYP. TYPICAL 015P. DISPENSER LAV. LAVATORY VERT. VERTICALWGRAW AJC l9 DN, DOWN M.O. MASONRY OPENING V.G.T. VINYL COMPOSITION TILE i { UO°°S'"1ge DWG. DRAWIWj MAIL. MATERIAL W.I.C. WALK-IN CLOSET =_____ --- -------------- EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLB, ARD ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH Ngi„L. E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CLOSET M.P. METAL PANEL UR. URINAL A& I I AMD IRY I I I OFFICE BAN No. IN - --- - { I QBIIlAr _I � I TWO GAR CsARA[aE �1 -----------I WINE) LOAD5I BATH No. I ENM I I WIND DESIGN PER FBG RESIDENTIAL 2010, CABLE R3012(2) I ED E 5T IF ED E 5T IPI in- - BA51C WIND SPEED: 130 MPH 25'-2" ® ® ® ® WIND DESIGN METHOD: ASCE 1-10 BEDM ❑ i -l-- ii { i t i (D 0 LLI IMPORTANCE FACTOR: I 011-p EXR05URE CATEGORY: B w { 1 EXPOSURE CLAS51FICATION: ENCLOSED I I MEAN ROOF HEIGHT 30 FT. - - - - - - - - - - - - - - - - _ _ - - - - - - - - - 1 - sm' , 1 I ROOF ANGLE: (30-45 DEGREES) 26.6 DEGREES '6:12) - I I ROOF ANGLE: (30-45 DEGREES) 56.6 DEGREES(18:12) I I EDGE STRIP 3.0 FT. 01 0I � 12 COMPONENT AND CLADDING WIND LOADS (18/12 5LOPE) � \ � { I Z 1 I ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND OAD(PSF) O I i 1 10 23.8 -38.9 \ I �, U I 20 22.4 -318 \ AREA 2- CIO)AREA 1: I II I 1 50 19.5 -36.4 \ 30'x15' TOP,BOTTOM 20'x5" 30'x15' TOP,BOTTOM 20'x5" ia 3' DEEP .3' DEEP U I - { f=, � I I I 100 11.4 -35.3 \ � - I � U N (- - - - - - - -} 2 10 24.5 -61.8 \\ �� { I N w w 3 0 0 0 2 20 22.4 _62.4 &° ��� -gip � I { z 0 w 2 50 19.5 -62.4, % \ VO { { W 2 100 11.4 -49.844IIA 00 W Ei 3 10 24.5 -100.' 3 20 22.4 -93,8 \ 3 50 19.5 -65.1 \ { I V 3 100 11.4 18.1 4 10 42.6 -462 "'`�.~+ '"'• \ { { I I 4 20 40b -442 5 60 18'00" E 11NO."I DATE OF 4 50 38.1 -41.1 ISSUE ® 4 100 36.3 -39 8 TWELFTH STREETFLAN 6_,_ S f�� / - ®----� 1 O5 1 16 5 10 426 -57.0 - DRAWN BY: R/p .�0F 5 20 4016 -53.2 ( SCALE: FIRST FLOOR A/C AREA = 3,083 S.F. R/p Cs 5 50 38.1 -48.0 f f I BONUS ROTI = 466 Sr-. JON 5 100 36.3 -442 UNDER ROOF = 4,293 S.F. DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING SHEET NO. 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL AFFLICAE3LE GODE5. 395 12TH MEET THE COMPONENT AND CLADDING DESIGN WIND FRES URES "` -- ....,.. FLORIDA RESIDENTIAL CODE 214 T- ld NATIONAL ELECTRIC CODE 2011 © 5041