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1600 Selva Marina Drive COMM18-0014 (Revision 06.11.2018)CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 6/11/2018 Revision to Issued Permit Corrections to Comments X Permit # COMM18-0014 Project Address 1600 SELVA MARINA DR Contractor/ Contact Name TED -ALESCH CONTRACTING, INC Phone (904) 613-6517 Description of Proposed Revision / Corrections: Email ted@alesch.com Permit Fee Due $ 1. REVISED AGREEMENT WITH FLEET LANDING TO SHOW PRIVATE METERS 2. REVISED FLOORPLAN SLIGHTLTY, FIXTURES BACKED UP TO COMMON WALL TO AVOID DISTURBING EXISTING FOOTINGS - SEE CLOUDED PLAN Additional Increase in Building Value $ 0.00 By signing below, I TED W ALESCH (printed name) Additional S.F. affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent (Contractor must sign if increase in valuation) 6/11/2018 Date n (Office Use Only) �n Approved — Denied Not Applicable to Department N� Revision/Plan Review Comments Department Review Required: Building anning & Zoning Tree Administrator Public Works Public Utilities JUN 1 1 2018 �yP bli fety moire Services Reviewed By 6(V3(V?) Date Memorandum of Understanding (MOU) Revised June 9, 2018 This`` Memorandum of Understanding (MOU) is made and entered into this J� day of J-A-A� , 2018 between the Atlantic Beach Country Club (ABCC) and Fleet Landing. Atlantic Beach Country Club intends to expand the existing pavilion structure located at the sixteenth tee box of the ABCC golf course to an enclosed restroom facility to be used by the Club members during golf play, similar to the restroom which currently exists at the seventh green. The location of the proposed restroom structure is located directly adjacent to the property line between ABCC and Fleet Landing, shown in Exhibit A. ABCC desires to connect its new potable water, electrical, and sanitary service for the restroom facility to an existing service located between Fleet Landing Unit 123 and Unit 124. The existing water, electrical and sanitary services are owned and controlled by Fleet Landing. Fleet Landing has agreed to authorize ABCC to tie into the water and electrical, and sanitary services to the proposed restroom facility through the property located between Unit 123 and Unit 124. It is mutually recognized by the parties to this MOU that: • Fleet Landing grants ABCC access to the property between Unit 123 and Unit 124 for the sole purpose of constructing and maintaining the proposed utilities for a twenty (20) year period from the date of this agreement. • Fleet Landing agrees to maintain a minimum % inch potable water service and electrical and sanitary services, in good working order, up to the point of connection for ABCC. ABCC agrees to maintain their extended utilities beyond their point of connection. • ABCC will be responsible for all repairs to the utilities, as well as any property damaged as part of construction or maintenance of the utilities. ABCC shall only be responsible for meeting the current site condition of the property as part of a repair. Additional improvements including upgraded landscaping, etc. shall not be included as part of this agreement. • ABCC shall contract with 1EA to provide a meter for electricity and pay 1EA directly for electric and install a sub -meter, at ABCC's expense, to reimburse Fleet Landing for water and s ^ ary usage fees. r ABCC agrees to provide Fleet Landing three (3) Complimentary Golf Tournam r up to 120 people each tournament, including lunch, dinner and/or breakfast. The dates of the t �nent shall be coordinated and mutually agreed to at a future date, ABCC also will consider reques srruture tournaments based on mutual agreements to be determined. N;40 In witness whereof, Atlantic Beach Country Club, Inc. and Fleet Landing have executed this Agreement as of the dates indicated below: Atlantic Beach Country Club, Inc. Naval Continuing Care Retirement Foundation, Inc. DBA: Fleet Landing Print: �„� �n a Print: Title: _�/ Ga p Title: 00 I in c (O 41 FOUNDATION PLAN SCALE+T-Y-O' E 126.8 sf 257.4 sf 384.2 sf REFLECTED CEILING PLAN SCALE: 1/4' - 1' - 0' NOTE: ALL OPERATING MECHANISMS WIL BE A MAXIMUM OF 48" OFF THE FLOOR 2x BLOCKING TO BE PROVIDED IP WALLS FO ALL SINKS, GRAB BAR`. MIRRORS, ETC. RECESSED PAPER TOWEL DISPENSER MOUNT TO ADA GUIDELINES ( A1TYPICAL RESTROOM ELEV. KEY OPERATE HOSE BIBB PLYWOOD WITH 4"Wx NG CORNER WITH BUG J N r ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES - INSTALL SHINGLES PER MANUF. SPECS. 3 3.1 SIM. i r I I — — — — — — — — — — — — — — — _ —� -- I I I ,� ao a 0 FLOOR SLAB OF PLANT MIX CONCRETE 3000 P.S.I. 4" THI I K I I I I I -1 04 0 WITH 6x6 10/10 GUAGE I I 3 Q RIDGE VENT 12 REINFORCING MAT. WITH MIN. N W Ya) U Z I COVER. TERMITE TREATED SOI 0 N Opt 40 WITH 6 MIL. POLYETHYLENE I N N r" -� of I VAPOR BARRIER OVER COMPACTED CLEAN FILL. I I I I I I p cl t € A RIDGE ... _........,_.,,v., � i2 A z A3.1 I �.� v, I I I I o I A3.1 I 0 6 I I I I C-1 I I 5 5i L I w 12 ® T I I 41 FOUNDATION PLAN SCALE+T-Y-O' E 126.8 sf 257.4 sf 384.2 sf REFLECTED CEILING PLAN SCALE: 1/4' - 1' - 0' NOTE: ALL OPERATING MECHANISMS WIL BE A MAXIMUM OF 48" OFF THE FLOOR 2x BLOCKING TO BE PROVIDED IP WALLS FO ALL SINKS, GRAB BAR`. MIRRORS, ETC. RECESSED PAPER TOWEL DISPENSER MOUNT TO ADA GUIDELINES ( A1TYPICAL RESTROOM ELEV. KEY OPERATE HOSE BIBB PLYWOOD WITH 4"Wx NG CORNER WITH BUG J N r ROOF CONSTRUCTION: FIBERGLASS SHINGLES OVER 15# FELT & 7/16" OSB ROOF DECK OVER CONVENTIONNAL WOOD TRUSSES - INSTALL SHINGLES PER MANUF. SPECS. 3 3.1 SIM. TOILET �TYPICAL RESTR INTERIOR ELEVATIONS SCALE: 1/2' - 1' - 0' POOL 2'-0"X2'-6" SH WINOW WITH OBSCURE GLASS ;OAP )ISPENSER 1 1/2" DIA. GRA PROVIDE BLOCKI1' 1/2" DIA. ,RAB BAR TOILET PAPER DISPENSER H/C ACCESSIE TOILET OOM ELEVI 1/2"=l' -O" PLAN N SCALE: 1/4' - 1' - 0' A 3. ED FOR CODEC 8F PLIANCE EACvi BEVtW__..,� eTLANTIC B Dovnorv— CONDITiONS .342 GATE: DISPENSER TYPICAL RESTROOM ELEV, oc�j�F coA r ----- _..__..__-----------_ +-i - . - �u �...a V SIM. A3.1 .: a 0 wOf Q Ix 0) oco -1 04 0 J N A 3 Q RIDGE VENT 12 Q00 N W Ya) U Z <Q u- 40 0 N Opt 40 00 51 Q N N J -� of oo t € 5 RIDGE ... _........,_.,,v., � i2 Ld r z 12 ..� �.� v, LL o 0 6 E 5 5i w 12 Y a a 0 N m 0 o z mm Q ------------------------------ TOILET �TYPICAL RESTR INTERIOR ELEVATIONS SCALE: 1/2' - 1' - 0' POOL 2'-0"X2'-6" SH WINOW WITH OBSCURE GLASS ;OAP )ISPENSER 1 1/2" DIA. GRA PROVIDE BLOCKI1' 1/2" DIA. ,RAB BAR TOILET PAPER DISPENSER H/C ACCESSIE TOILET OOM ELEVI 1/2"=l' -O" PLAN N SCALE: 1/4' - 1' - 0' A 3. ED FOR CODEC 8F PLIANCE EACvi BEVtW__..,� eTLANTIC B Dovnorv— CONDITiONS .342 GATE: DISPENSER TYPICAL RESTROOM ELEV, oc�j�F coA r O N M O ao a 0 wOf Q Ix 0) oco -1 04 0 J N J r�' Q 5� Z d. Q00 N W Ya) U Z <Q u- 40 0 N Opt 40 00 51 Q N N J -� of oo � N F-- O U � i2 Ld r z = U �Q o 0 6 5 w Y a a 0 N m 0 o z mm Q o x a o m U as 2 O N W M D Z UWQof m: o W N (-) L` U cn Q = Q a: Q mrow 0 ro m UV NF ZJF-J Qo a Q e 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 DECOR. TIMBER - FALSE BEAM, PAINTED EXISTING ot TRUSS BEARING T ELEV. g'- 1 W EXISTING WALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS EXISTING OIL T.O. SLAB iA ELEV. 0'-0" EXISTING BRICK VENEER OVER i 4" SHEATHING WITH ROWLOCK BRICK CAP 12 5� EXISTING � FRONT ELEVION �tiAIE: NOTE: DETAIL FOR RESTROOM INFILL OPEN BUILDING IS EXISTING EXISTING DELETE LOPE GRADE TO BRICK VENEER OVER OP OF SLAB 4" SHEATHING WITH ROWLOCK BRICK CAP NEW INWALL (CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS 2'-0" WIDE x 3'-0" TALL FIXED GLASS WINDOW WITH P.T. 1x4 CASING, PAINTED )N: FIBERGiLASS ,# FELT & DECK OVER )OD TRUSSES :S PER i S BEARING )N: NICHI TRAM ING. 1F. SPEC' NICHI ON. I5 A3.1 EXISTING TRUSS BEARING ELV`-9 -1 1/8-1V NEW WALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER -^I`: -- 2'-0" WIDE x 3'-0" TALL MANUF. SPECS NEW INFILL r I FIXED GLASS WINDOW WITH P.T. 1x4 CASING, PAINTED MAIN BREAKER 100 AMP MDP 220/110V 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 0000 QN N� J�^ 9 O 0 O N Df OU(if 11 WZ Qt Z W U �c 7 a 13 15 vs LOAD SUMMARY OLT; KVA NEC ESTIMATED DEMAND KVA LIGHTING 120 1.2 125% RECEPTACLES 120 6 N 100% TOTAL KVA d •- zm r d o a. TOTAL AMPS ON 220/11OLL..J RIGHT SIDE ELEVATION SCALE: 1/4' - 1' - 0' FALSE BEAM, PAINTED EXISTING 5ELECT PANEL SCHEDULED -- — SCALE: x. s. 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 — TRUSS BEARING Fl FV 9-- 1 1/8" FALSE BEAM, PAINTED NEW INFILL WALL CONSTRUCTION: NICHI BOARD ON STUD FRAMING. INSTALL PER MANUF. SPECS T.O. SLAB Af\ DELETE BRICK VENEER OVER 4" SHEATHING WITH ROWLOCK BRICK CAP LEFT SIDE ELEVATION SCALE: 1/4' - 1' - 0' &MVE WY eraaw*W SEMMIMIRM HM LOCAL HAK lobo' &AaP U30M -- 50 - 210 SWAM SORA" CA S8tbI &6tAWJ# CAVAff PNB.- U0rAW1 lm0a4 M 2 PME 100 A KAM 014WOr F ,6 Coppetm tan;�tmI 46 co"m--- V x lo' Maw ROD ---- SERVIGE R15M DIAGRAM NEW HIMM EM E ---- 2 $PWG COM mnm 3 4(0) Goltuc 64 LMS 50WILC OT MN Im1TY co. RISER DIAGRAM SCALE: N.T.S. wc Y>R 4' I 2- i AV /J Z 1 2' GAY NEW ISOMETRIC LAYOUT SCALE;,N.S. VF/C (O 04 '04 N M O QO Q 0 wctf ■Q Xrn ON LL. O Ld N Q Sn Z4. O O W Y v U 3< L` 01 Og N 0000 QN N� J�^ 0� O 0 O N Df OU(if z WZ Qt Z W U �c 7 a O .- vs N m d •- zm r d o a. o V� O M N j M Uui!� Icr Q O = W LL. V cryz Q a:Q If Lu 0 m U �F= J N Z Z a0 Q �- C7 a