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1600 Selva Marina Drive COMM18-0014 (Bathroom addition)O I N o r_ -I ID N r i I 81 3 BACK ELEVATION A2.1 24'-0" 16'-1" 2'-11�" 2,- 2'-11�11 3 A3.1 SIM - EDGE OF 4 — --- ------- --- ------ --- — ---� ' 0"x2'-6" SH 1 — 1 it----- - - - - - - - - A3.1 684 SIM. MTL 68 WOMEN'S I OF E >!A E OF SLAB II II I I I A COVERED AREA s, I II 100 A77, A3.1 I I I\ NE OF SOFFIT BOVE -------------- EDGE OF SLAB -------------- 15'-42" 16'-1" FLOOR PLAN ro 24'-O" MEN'S MTL "x2'- " SH 2'-112„ 2'-0„ 2 7'-11" FRONT ELEVATION 1 A2.1 SCALE: 1/4' - 1' — 0' 15'-32" 24'-0" N M P.T. BUILT-UP KING STUDS WITH SIMPSON 11 C28-2 HANGER. SEE P6 TO BEAM DET. 6/A 1 e I� = I I wl I o � L I /mow Ii "EXH.FAN 81 3 BACK ELEVATION A2.1 24'-0" 16'-1" 2'-11�" 2,- 2'-11�11 3 A3.1 SIM - EDGE OF 4 — --- ------- --- ------ --- — ---� ' 0"x2'-6" SH 1 — 1 it----- - - - - - - - - A3.1 684 SIM. MTL 68 WOMEN'S I OF E >!A E OF SLAB II II I I I A COVERED AREA s, I II 100 A77, A3.1 I I I\ NE OF SOFFIT BOVE -------------- EDGE OF SLAB -------------- 15'-42" 16'-1" FLOOR PLAN ro 24'-O" MEN'S MTL "x2'- " SH 2'-112„ 2'-0„ 2 7'-11" FRONT ELEVATION 1 A2.1 SCALE: 1/4' - 1' — 0' 15'-32" 24'-0" N M P.T. BUILT-UP KING STUDS WITH SIMPSON 11 C28-2 HANGER. SEE P6 TO BEAM DET. 6/A 1 e I� = I I wl I o � L I /mow Ii "EXH.FAN x N J N ® N I Q00 d. I � O I RIDGE �EXH.FAN to rn N in O d� i i i A3. N i N U) DOLING co _ Nv I I o W Z VAPOR BARRIER OVER I I COMPACTED CLEAN FILL. I ( o x I N wl A I N I <- Aw I I I I I I I O I I A3.1 I I N P.T. BUILT-UP KING STUDS WITH SIMPSON HUC28-2 HANGER. SEE POST TO BEAM DET. 6/A3.1 FOUNDATION PLAN SCALE: 1' - 1' — 0' REFLECTE TYPICAL RESTROOM ICHI BOARD riJ — . I ------------------ I I Q O I I \ � L Y /mow Ii "EXH.FAN i FLOOR SLAB OF PLANT MIX CONCRETE 3000 P.S.I. 4" THICK J N ® J r. Z r. Z Q00 d. WITH 6x6 10/10 GUAGE U� �Q RIDGE �EXH.FAN rn N REINFORCING MAT. WITH MIN. 1" O d� i i i 00 N COVER. TERMITE TREATED SOIL N ICHI BOARD DOLING WITH 6 MIL. POLYETHYLENE Nv W Z VAPOR BARRIER OVER I I COMPACTED CLEAN FILL. I ( o d A Aw A3:1 I I I I I I I A3.1 I I I I I I I I I ' I --I-� � ' I i I I ----------------- L -----� I 5 ' FOUNDATION PLAN SCALE: 1' - 1' — 0' REFLECTE TYPICAL RESTROOM D CEILING PLAN, SCALE= UI' — 1' — 0' RECESSED PAPER TOWEL DISPENSER MOUNT TO ADA GUIDELINES KEY OPERATED HOSE BIBB — PAINTED PLYWOOD SOFFIT WITH 4"Wx 24" LONG CORNER VENTS WITH BUG SCREEN TOILET TYPICAL RESTR INTERIOR ELEVATIONS SCALE: vx• - r - o• 1 SIM. A3.1 1161011INA N 3 3.1 SIM. ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES - INSTALL SHINGLES PER MANUF. SPECS. ... .... ...... . ICHI BOARD .. ...... .. ......_ \ ....... .... S ......,.. ......... EILING Q O \ � � Y /mow Ii "EXH.FAN J N ® J r. Z r. Z Q00 d. UJ U� �Q RIDGE �EXH.FAN rn N O d� i i i 00 N N ICHI BOARD DOLING D CEILING PLAN, SCALE= UI' — 1' — 0' RECESSED PAPER TOWEL DISPENSER MOUNT TO ADA GUIDELINES KEY OPERATED HOSE BIBB — PAINTED PLYWOOD SOFFIT WITH 4"Wx 24" LONG CORNER VENTS WITH BUG SCREEN TOILET TYPICAL RESTR INTERIOR ELEVATIONS SCALE: vx• - r - o• 1 SIM. A3.1 1161011INA N 3 3.1 SIM. ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES - INSTALL SHINGLES PER MANUF. SPECS. ... .... ...... . ................ ... ....._...._ , .. ...... .. ......_ \ ....... .... S ......,.. ......... N n Q O a a � '. /mow Ii o O J N ® J r. Z r. Z Q00 d. UJ U� �Q RIDGE VENT �12 rn N O d� 00 N N 0 0 r O 5 Nv W Z Z ■ 0 U M 7a o F 411 RIDGE 12' W Ir Y cc Q 5 ' �12 c.. a 0 o m ..: v r N I ------------ N ROOF PLAN I 2'-0"X2'-6" SH WINOW WITH OBSCURE GLASS SOAP DISPENSER 1 1/2" DIA. GRA PROVIDE BLOCKII 1 1/2" DIA. GRAB BAR TOILET PAPER DISPENSER ELEV. 1/2"= 1 '-0" H/C ACCESSII TOILET SCALE: 1/4' - 1' — 0' DISPENSER 0 TYPICAL RESTROOM ELEV. X")11113 COPY Approved By permit Desk Building Depentment City Of Atlantic Beach, FL 4''- tp ■ 0) N N n Q O a a � M O /mow Ii o O J N ® J r. Z r. Z Q00 d. UJ U� �Q rn N O d� 00 N N 0 0 r O Nv W Z Z ■ 0 U M 7a o rn 5 W Ir Y cc Q a 0 o m z m ® I a o D J' V CO) 2 �O o M Z � I-) O' Co � a UW cr a� W N O U LL. U CO Q a= Q = w Q in o W V' V N F Z J J a ('3 • DECOR. TIMBER FALSE BEAM, PAINTED EXISTING TRUSS BEARING ELEV. g'-1 1 8w EXISTING WALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS EXISTING h T.O. SLAB ELEV. 0'-0 EXISTING BRICK VENEER OVER R" SHEATHING WITH OWLOCK BRICK CAP EXISTING ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES — INSTALL SHINGLES PER MANUF. SPECS. PAINTED WOOD --- FASCIA 2'-0„ 12 Is Is I Is EXISTING FRONT ELEVATION OPEN EXISTING SLOPE GRADE TO TOP OF SLAB SCALE: 1/4' - T - ®' 7 A3.1 NOTE: DETAIL FOR RESTROOM INFILL OPEN BUILDING IS EXISTING NEW INWALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS 2'-0" WIDE x S-0" TALL FIXED GLASS WIND W WITH P.T. 1x4 CASING, HINTED ....... DELETE EXISTING BRICK VENEER OVER SLOPE GRADE TO 4" SHEATHING WITH TOP OF SLAB ROWLOCK BRICK CAP ELEVATION Now SCALE: 1/4 - i' - ti• EXISTING ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES — INSTALL SHINGLES PER MANUF. SPECS. PAINTED WOOD FASCIA EXISTING TRUSS BEARING ----- --= T-1 178" " FALSE BEAM, PAINTED EXISTING EXISTING WALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS FLARE BOTTOM OF NICHI BOARD -7 -SEE SECTION. T.O. SLAB � NEW WALL CONSTRUCI NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS T.O. SLAB _ ELEV. 0-0" EXISTIN, SLOPE TOP OF SLAB FALSE BEAM, PAINTED EXISTING RIGHT SIDE ELEVATION SCALE: u.._r_o. 'XISTING 'RUSS BEARING MAIN BREAKER 100 AMP MDP EXISTING 220/110V ROOF CONSTRUCTION:FIBERGLASS 10 DESCRIPTION OF LOAD TRIP WIRE WIRE TRIP DESCRIPTION OF LOAD (4) LIGHTING 1 20 12 12 20 (4) LIGHTING PAVILLION (2) EXHAUST FAN 3 20 12 12 20 EXT. GFI RECEPTACLE GP RECEPTACLE 5 20 12 12 20 WATER FOUNTAIN 7 PAINTED WOOD 9 gg�44,4&sm% MRS TRUSS BEARING 11 13 15 FALSE BEAM, PAINTED LOAD SUMMARY OLTS I KVA NEC ESTIMATED DEMAND KVA LIGHTING 120 1.2 125% .,,, ,,,,, RECEPTACLES 120 '. 6 1009 -WALL CONSTRUCTION: NICHT TOTAL KVA BOARD ON STUD FRAMING. TOTAL AMPS ON 220/110 INSTALL PER MANUF. SPECS WIDE x 3'-0" TALL GLASS WINDOW WITH x4 CASING, PAINTED TE VENEER OVER 2 arIEATHING WITH ROWLOCK BRICK CAP SELECT PANEL SCHEDULE t!® mwjpr owttvm glamomm mIN LOCAL KlkK 10+ 0' GME LOOM -- SND - 2A0 SERAGE 84RIM M &A 113WAGIM" GST PNB.r'' 1'0VJW / 60 +.aM M 2 POLE 10i0AWW� ii;;, moo SCALE= N.T.S. NEW IL JL,& SEM A7mSDN� OHO' V x Ioapaw ROD (z,) 1 04 WWWRaM UMYclo. 5ERVIGE R15M DIAGRAM 1/7� FiiSER DIAGRAM LEFT SIDE ELEVATION SCALE: va• - r - n 4cp h C99 SCALE: N.T.S. IV qcp h 3 wc a• '**o� ISOMETRIC LAYOUT 7 SCALE= N.T.S. b rAREVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE. --5 Q CD N CN N Q C Q mix w d ccQ CC OC Ljn Zd a YV) U La 0 O NW F— ooc Q N d n J -r a: �d �C Na OW H Z U 'Q l I V C4 o } ,Pq W O IL o V w >= 2 M � 5 cl)Z UW�jE C Q C W W VN Z Q w Q m0'�a C VV �F ~.LN F Q0 J C7 Q EXISTING ROOF CONSTRUCTION:FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES — INSTALL SHINGLES PER MANUF. SPECS. Is I PAINTED WOOD FASCIA gg�44,4&sm% MRS TRUSS BEARING FALSE BEAM, PAINTED g I.; .,,, ,,,,, NEWINFILL -WALL CONSTRUCTION: NICHT BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS y� IF `i. Y T.O. SLAB _ .. DELETE BRICK VENEER OVER 4" SHEATHING WITH ROWLOCK BRICK CAP LEFT SIDE ELEVATION SCALE: va• - r - n 4cp h C99 SCALE: N.T.S. IV qcp h 3 wc a• '**o� ISOMETRIC LAYOUT 7 SCALE= N.T.S. b rAREVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE. --5 Q CD N CN N Q C Q mix w d ccQ CC OC Ljn Zd a YV) U La 0 O NW F— ooc Q N d n J -r a: �d �C Na OW H Z U 'Q l I V C4 o } ,Pq W O IL o V w >= 2 M � 5 cl)Z UW�jE C Q C W W VN Z Q w Q m0'�a C VV �F ~.LN F Q0 J C7 Q