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1650-1 Beach Ave 2014 Closet REVISIONS ADDITION 1650- 1, BEACH AVENUE 10'-414' All16'-614" t ATLANTIC BEACH, FLORIDA i I I I o I II I k VERIFY HEADER, MIN 2-2x8 ' I EX15T1a.iEXIST. = REMOVE EXISTING METAL PREFABRICATEDEXIST. FIREPLACE AND FLUE AND INSTALL NEW EXIST.SHED ROOF AT FIRST I I I 15OKERN FIREBOX AND FLUE.EXTEND I FLOOR t0 BE REMOVED CHIMNEY AS NECESSARY TO COMPLY WITH CODE,24" ABOVE ANY ROOF WITHIN 10'-0". U A 2 EXPANDED CLOSET BEDROOM / 2 I �° IDINING ROOM LIVING ROOM z � I I >F- w LIME OF WALL ABOVE ___ _--- i f -EXiSt.UtALL TO BE RMOVEp I t I II I i I I f O I I I I I } I i i I I I I I I IUJINED LOAD5 ►� BATH WIND DESIGN PER FBC 2010,TABLE R301.2(2) ED E 5T IF EWE 5T IP ^ (vj AREA IIII� _ \ AREA OF uic K ,/ ^ ARA ®� W®RK / \ BASIC WIND SPEED: 120 MPH -" IMPORTANCE FACTOR: I EXPOSURE CATEGORY: B l ADJUST.FACTOR : 0.0 J w L/ O O 0 ►� U EXPOSURE CLASSIFICATION: ENCLOSED MEAN ROOF HEIGHT 25 FT. I v w ROOF ANGLE: (10 TO 30 DEGREES) 33.1 DEGREES(8:12) I I H EDGE STRIP 3.0 FT. 1 O COMPONENT AND CLADDING WIND LOAD6 ( I fel ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(PSF) (DI 0 Q O r-I I 10 _ ,,�>.��4,9 -23.'1 I 1 20 13b -23.0 I I O MASTER BEDROOM I 50 11.9 -222 1 100 10.5 -21.5 I I d oKITCHEN 2 10 14.9:. -50.{ o - _ J 2 20 13fo;� -45.4 fl- 2 50 11.9 ; -39.3 2 100 10.5 -34.1 a 3 10 13b� -45.4 3 20 13.(0 3 50 11.9 -39.3 H BEDROOM 3 100 10.5 -34.1 H 4 10 25.9 -28.1 4 20 24.11 -26.9 A 4 50 23-2 -23.4 4 100 Z2.0� -24.2 O 5 10 25.9 -34.1 U5 I 5 20 24.1 -32.4 I RIP 5 50 232 -29.3 O O EpCs R!P 5 100 22.01' DE51GN OF FA5T5NING6 OF WINDOWS AND DOORS IN' THE WALL FRAMING �')P 15 THE RESPONSIBILITY OF THE WINDOW/ DOOR MANUFACTURER AND SHALL MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES I SEE TABLE 160628. 5YMBOLS NORTH INDICATES DIRECTION OF NORTH 5UILDING CODE 5UMMERY O DRAWING NUMBER FLORIDA RE51DENTIAL CODE 2010 EDITION �G X NATIONAL ELECTRIC CODE 2008 EDITION U N W SECTION SHEET NUMBER WHERE W cNV) n A 5EGTION IS DRAWN( TYPE � � V OF CONSTRUCT ION � � x w u DIWING NUMBER NEW CONSTRUCTION TYPE V UNSPRINKLED H w )( y DETAIL A_ 5WkET NUMBER UHERE O PM DETAIL 15 DRAWN 5COPE OF WORK w A CONSTRUCT NEW SECOND STORY FRAME H W ELEVATION LETTER ADDITION ABOVE EXISTING DINING ROOM. Q ELEVATIONS A-5 B�545ET NUMBER WHERE REPLACE EXISTING FIREPLACE AND CHIMNEY. C ELEVATION IS DRAWN! NO ADDITIONAL IMPERVIOUS SURFACE. a L Q SECOND FLOOR PLAN WALL LAND -u r , DATE OF _ A SCALE: i/4"= f F FLOOR PLAN I'-0" ----------------- o ISSUE WALLS TO BE DEMOLISHED SCALE: 1/4":1'-0" . MpyFILE C , 2-13-14 EXISTING WALLS DRAWN BY: HGP NEW WALLS RP. E�` OR CODE°� W I w�� CTy �y r OF AP- 3 C X93 ' SEE PEPMffS FOR ADD I1ONATL SHEET NO. j REQUMENIE N'.S A1ND CONDITIONS. _ _ ELMORE �. © 14031 REVISIONS SIMPSON 6" SDWC SCREW FROM RAFTER TO RIDGE BOARD,TYP, M U L A T I ON R E Q U I * �T& 2x8 RIDGE BOARD (TYPICAL ALL FLOORS,WALLS AND ROOFS) W 2x4 WOOD FRAMED WALL R-13 BATT INSULATION 2xG,FRAMED WALLS R-19 BATT INSULATION G• ALL ROOFS, INCLUDING PORCHES R-30 BATT INSULATION yk 0 SIMPSON 6" 5DWC SCREW FROM WALLS AT ROOMS WITH WATER CLOSET R-13 BATT INSULATION RAFTER JACK WALL. (A5 ACOUSTICAL INSULATION) W SIMPSON 6" 5DWC SCREW FROM A RAFTER TO PLATE BOARD, TYP. "NIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 'iz" NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SHANK NAILS 0 6" O.C.AT PANEL EDGES AND 2x10 PLATE,ATTACH TO EXISTING: INTERMEDIATE AND 4" O.0 AT COMPONENT AND FRAMING w/2- SIMP50N SDWC CLADDING EDGE STRIP E 3 ON PR�ENGINEERED SCREWS tv EACH FRAMING CROSSING WOOD TRUSSES ip MAX.24" O.C. 12 0 �C NEW 2x4 a 16" O.C. JACK WALL ABOVE W EXISTING WALL 51MP50N 6" 5DWC SCREW 0 \ TOP PLATE O RAFTERSIMPSON (oll 5DWC , W EXISTING OF TO MAIN EA.STUD TO PLATE tRU55 ROOF TO REMAIN 2x8 9 t6'°O.C.'iz" ! ALIGN w/EXISTING rhe L) w GWB CEILING: \ FASCIA BEYOND v w _---- u ---- EXISTING OVERHANG ►��-� TO BE CUT BACK H EXISTING WALL t0 REMAIN.PLYWOOD 51MP50N 6" 5DWC SCREW e EA. p SHEATHING TO REMAIN STUD TO TOP PLATE o F-i EXIFINGJ,,� NEW EXPANDED CL05ET W EXP05URE No. I CEDAR SHINGLES ON HOU5EWRAP ON viz" {�Cnnp � STRUCSTUDST�eR6'L4.CEA7HPING ON 2x6 �-1 5MROOM EXISTING SHED ROOF TO BE ----- REMOVED _------ - • 5IMP50N 6" 5DWC SCREW EA. NEW 51MP50N IU5L56/BI.88 `NEW 51MP50N LU526 RANGE 3j4" TTG ADVANTEX PLYWOOD DECK Z STUD t0 SILL PLATE A HANGER a EACH EXISTING 1 GLUED AND NAILED TO 20" DEEP O w/IST. x I�z EACH NEW PREENGINEERED FLOOR TRUSSES a N - JOIST. � JOIST. -Zt 16" O.C.,TYP, nz EXISTING 12" "I" JOISTS TO REMAIN N X LU --'----------- ---------------------- -------- --------- NEW 2-16"xl.rt5" LVL BEAMS w/ GWB CEIL(6 SIMPSON MStA 49 w/ALL HOLES IN MIN 2" BEARING EACH END i p END ZONES w/ 10d x I'/z"NAILS, 48" o O.C. iIr EXISTING 20" "I" JOISTS,515TEk NEW 2x8 i JOISTS TO EXISTING,REMOVE ErI5TING MATERIAL BELOW NEW J015T AND FRAME CIRCULAR DOME CEILING. f i WOOD SPECIES: i r SILL PLATE5 ON CONC.OR jp MA50NRY - TREATED OTHER PLATES UJ HEADERS - SYP. a a STUDS - SPRUCE PINE FIR a MISC. - SPRUCE PINE FIR 1 ALL FASTENERS CONTACTING U r i ACQ TREATED LUMBER SHALL BE x � LIVING ROOM STAINLESS STEEL OR HOT DIPPED H w GALVANIZED. Z W c� t DINING ROOM W a EXISTING WALL TO REMAIN Q 3 i i V Q GRADE DATE OF ISSUE 2-13-14 4 - ` DRAWN BY: /A-2 SCALE; 1/2"=I'-0" __ - .` SHEET NO. ELMORE 2 © 14031