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60-Alteration Drawings 501 Atlantic 2-3-11 (00651602xBA9D6)
ATLANTIC BOULEVARD PROJECT SITE 501 ATLANTIC BOULEVARD JACKSONVILLE BEACH, FLORIDA 0 BEACH DINER ALTERATION 501 ATLANTIC BOULEVARD JACKSONVILLE, FLORIDA 32233 APPLICABLE CODES: BUMMING EXIST. BUILDING PLUMBING ELECTRICAL Z MECHANICAL UFE SAFETY AOCEILITY FIRE STRUCTURAL 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS 2007 FLORIDA BUILDING COD W/ 2009 SUPPLEMENTS 2008 NEC - NATIONAL ELECTRIACAL CODE 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE W/ 2009 SUPPLEMENTS 2007 FBC - FLORIDA FIRE PROTEECTION CODE W/ 2009 SUPPLEMENTS ASCE 7-05 Construction of Vestibule for Beac-1 Diner 501 Atlantic Blvd Atlantic Beacn, Fl 32233 existing beam to remain existing CMU column 12'-10" existing 2x12 trim board Scope of work Install pt plates to existing slab build 2x4 walls to bottom of soffitt/beam install cementious lap siding over moisture barrier and windows on 7/16" osb install R-11 insulation and drywall Install R-30 batt insulation @ ceiling install trim and tile floor Install 1 lite ext storefront door with closer, outswing with thumb latch @ int deadbolt Paint int and ext x6-8" alum. storefront STRUCTURAL NOTES: 1. CODES USED: 2007 FLORIDA BUILDING CODE , ACI, NDS, APA AND ASCE-7-05. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK 3. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. BASIC WIND SPEED: 120 MPH WIND IMPORTANCE FACTOR: 1.0 (Category II Budding) WIND EXPOSURE: B INTERNAL PRESSURE COEFF 1T: ± 0.18 (Closed) MAXIMUM DESIGN WIND PRESSURES Opening Size (sf) Edge zones (6'-0' from aside comers) Interior Zone 0.20 +25.5 and 0 )34.1 +25.5 and (-)27.6 21-50 +24.3 and (-)31.8 +24.3 and (-)26.5 51-100 +22.8 and (-)28.8 +22.8 and (-)25.0 >100 +21.7 attd ( )26.5 +21.7 and (-)23.8 Proposed Structure is located within the wind bomaidebris region, Wood framing shall be in accordance with FBC chapter 22 stenciled in these plans. All wood framing shall be fabricated and install APPLICABLE PRESSURES AM framing anchors and connectors noted on drawlpgs shall be manufactured by Simpson Strong Tie or approved equal. All wood exposed to earth, weather or in contact with masonry, concrete shall be pressure treated. Fastening subject to moisture shall be hot dipped galvanized to ASTM153-80. All windows and doors shall be designed per component and cladding pressures indicated on these drawings. All conventional wood framing shall be SPF #2. INDEX OF DRAWINGS: A001 A100 COVER SHEET / FLOOR PLAN ELEVATIONS / WALL SECTION 1 RE Jacksonv;. Ar° L7`vr_ EXCE e, . SCO N nre't evar it dues 1SS11.1' y of Vellt1 with a�� Te`,ew aid oY ot 4:.Qmp1y ►n� �1an , contract Go�eS: / _. attelie�e --4614State Fite. )E COMPLIANCE TIC BEACH tDDTTIONAL COND9wc dbl 2x12 SYP beam 1 king & 1 cripple existing block wall existing truss block truss ® wall intersection existing beam nail to existing beam w/ .131" dia x 3" 6" oc staggered cementious siding on moisture barrier over 7/16" osb nail osb with .131" dia x 2 1/4" © 6" oc seams and field 2x4 SPF studs © 16" oc R 11 batt insulation wal sec ,ion Wes: to East WALL SECTION SCALE: 112'= 1.-9' 1/2" x 6" threaded rod epoxy into slab Q 32" oc existing slab WEST ELEVATION SCALE: 3/16'=1-0" West Elevation 0 existing 11-11 siding I on existing beam O :mentious siding over OD oisture barrier on 7 16 oso WINDOW INSTALLATION (METHOD A) WEATHER RESn NE BARRIER OIfB) APPLED AFTER THE rlWC* INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. OLSTEPS} ® APPLY SU. FUMING APPLY BEAD OF SEALANT r AT BACK OF WIDOW FLANGE & SET WIDOMII HEAD SCREWS MUST BE USED TO FACMJTATE B APPLY BEAD OF NBEALANTA SIDE AMISS APPLY JAMB BASHING 0 APPLY BEAD OF SEALANT AT HEAD APPLY HEAD FLAMING 0 SNI WATER SHEDDING FA8HEON, STARING AT THE BASE OF ( THE WALL & WORKING TOWARDS TIE TOP, INSTALL TIE WRB TO TIE FACE OF THE SHEATHING. TUCK WRB UNDER SILL RMHING, AND OVER JAMB & HEAD FLASHING. WITH SHEATHING TAPE, CONNECT (THE W TO THE FLASHING 0 SEALANT BEAD BEHIND MOUNTING RANGE. SEN. THE WNOOW FRAME TO OPENING. APPLY A SV NOM. DIA. BEAD TO FLMIOOF THE WIDOW IE BACKSIDE . N UNE WITH NIY PRE -PUNCHED HOLES OR SLOT& 0 (.IAMB FLASHING } APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP )AND SIDES (JAMBS) OF VANDOW. EXTEND SEALANT AT JAMBS 8 1P" ABOVE THE R.O. AT HEAD. EMBED JAMB FLAMING INTO SEALANT AND FASTEN N PLACE. (RASHNG GOES OVER SEALANT). (ILSECTION A} THROUGH WINDOW J AMB RASING BEAD BETWEEN FLAMING AND MOUNTING FLANGE. RJISHNG AT HEAD EXTENDS f BEYOND JAMB FLABM ®(HEAD FLASHING } HEAD BASEDBOTTOM OF THE RASHINNG AGAINST TIE PREVIOUSLY APPLED OVER NTP � GOES HIEN) JAMB BEYOND EACH FASTEN 11 RACE. COL AMB FLASHING} EMEND JAMB FLASHING TOOVERLAP 8M.1 JAID FLASHING.EXTEND No AT HEAD. APPLY TAPE ATCOITO TEMPORARILY HOLD RAMS N PLACE I I1LIINBN! 104#friff NSILLRANlq stiativemuerwitoowToiareve=AV E, PLUMB, B, AND LEVEL COMRION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIRCATIONS. - " ) rry / t ao existin. 2x12 trim boards white aluminum storefront door 3'0" x 7'0" South Elevation / 0 INTERIOR VIEW TOP LEFT CORNER OF WINDOW DOOR / WINDOW FLASHING DETAILS SCALE: N.T.S. existing 11-11 siding on existing beam xisting roof / no work cementious lap siding over moiture barrier on 7/16' o East Elevation /xisting diner / no work #AR 0005 3 FEBRUAI ELEVATIC All battery back—up illuminated exit sign SIGN TYPE V LIGHT FRAME TRUSS SIGN 'A' MOUNT 60" AFF AT MAIN ENTRY DOOR 24" TO LEFT OF MAIN ENTRY DOOR TACTILE EXIT SIGN 'B' MOUNT 60" AFF ON LATCH SIDE OF EACH PRIMARY EXIT DOOR (0) 2' -0" SIGNAGE MOUNT DETAILS LIFE SAFETY SIGNAGE DETAILS /r. 00 LIGHT FRAME TRUSS SIGN EXI 1' HIGH WHITE LETTERS BRAILLE'ILUT- LETTERING TACTILE EXIT SIGN FIELD COLOR - BRIGHT RED FIELD COLOR - BRIGHT RED LETTER COLOR - WHITE SIGN 'A' cooler dry goods cook line pantry expediter cooler dishwasher line DINING AREA 2 existing restaura t / no work 3 1/2" •' ♦' DINING Noinaa.®Nun usIN•.•masison D�••• FEC. MON TYPE V 1 5-4" x 4'-0" LETTER COLOR - WHITE SIGN 'B' LIFE SAFETY EGRESS DESIGN NOTES EGRESS COMPONENTS COMPLY WITH FBC 2004 W/ 2007 SUPPLEMENTS, CODE SUMMARY: BUILDING CLASSIFICATION (CHAPTER BUILDING CONSTRUCTION TYPE (CHAPTER 6) 2 STORY - 9,500 GSF ALLOWED SPRINKLERED GROUP A2 - RESTURANT EIIIB 1 STORY - 2.980 GSF ACTUAL NO DOOR SWING SWINGS IN DIRECTION OF EGRESS WITH OCCUPANT LOAD OF 50 OR MORE AS PER 1008.3.2. NOT A REQUIREMENT DUE TO LOW OCCUPANCY IN EXISTING WORSHIP AREA TRAVEL DISTANCE OF 75 FEET MAXIMUM IN SINGLE TENANT FACILITY WITH LESS THAN 50 OCCUPANTS AND ONE STORY ABOVE GRADE PLANE AS PER TABLE 1008.2 AISLE EXIT WIDTH MINIMUM OF 44 I ES AS PER 1016.2 FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE RATINGS ARE BA INTERIOR BEARING WALLS COLUMNS ( BOTTOM FLOOR ) FLOOR / CEILING ASSEMBLY ROOF / CEILING ASSEMBLY EXTERIOR BEARING WALLS D ON FBC TABLES 601 AND 602 FOR TYPE IIB CONSTRUCTION O HRS O HRS O HRS O HRS O HRS EGRESS REQUI MENTS ROOM: DINING AREA 1 DINING AREA 2 KITCHEN TOTAL NO. OCCUP . UNIT OF REQ'D. EGRESS EXIT WIDTH: WIDTH (INCHES) 33 (495 SF) X 0.20 (INCHES) 39 ' X 0.20 (INCHES) X 0.20 (INCHES) = 6.6" = 7.8 = 0.8" M , cn N 00 N M g w co g N W N N #AR 0009774 3 FEBRUARY 2011 m PLAN LIFE AFETY LEGEND ... ll e. wmn w TRAVEL DISTANCE PRIMARY EGRESS uisi...m=m PRIMARY PATH OF EGRESS I F SURFACE MOUNTED FIRE EXTINGUISHER CABINET W/ 10 LB ABC DRY CHEMICAL FIRE EXTINGUISHER - SEE NOTE #3 BELOW EXIT SIGN - ARROW DIRECTION INDICATES EXIT DIRECTED PATH OF TRAVEL INDICATED BY SIGN battery back—up illuminated exit sign SIGN TYPE V LIGHT FRAME TRUSS SIGN 'A' MOUNT 60" AFF AT MAIN ENTRY DOOR 24" TO LEFT OF MAIN ENTRY DOOR TACTILE EXIT SIGN 'B' MOUNT 60" AFF ON LATCH SIDE OF EACH PRIMARY EXIT DOOR (0) 2' -0" SIGNAGE MOUNT DETAILS LIFE SAFETY SIGNAGE DETAILS /r. 00 LIGHT FRAME TRUSS SIGN EXI 1' HIGH WHITE LETTERS BRAILLE'ILUT- LETTERING TACTILE EXIT SIGN FIELD COLOR - BRIGHT RED FIELD COLOR - BRIGHT RED LETTER COLOR - WHITE SIGN 'A' cooler dry goods cook line pantry expediter cooler dishwasher line DINING AREA 2 existing restaura t / no work 3 1/2" •' ♦' DINING Noinaa.®Nun usIN•.•masison D�••• FEC. MON TYPE V 1 5-4" x 4'-0" LETTER COLOR - WHITE SIGN 'B' LIFE SAFETY EGRESS DESIGN NOTES EGRESS COMPONENTS COMPLY WITH FBC 2004 W/ 2007 SUPPLEMENTS, CODE SUMMARY: BUILDING CLASSIFICATION (CHAPTER BUILDING CONSTRUCTION TYPE (CHAPTER 6) 2 STORY - 9,500 GSF ALLOWED SPRINKLERED GROUP A2 - RESTURANT EIIIB 1 STORY - 2.980 GSF ACTUAL NO DOOR SWING SWINGS IN DIRECTION OF EGRESS WITH OCCUPANT LOAD OF 50 OR MORE AS PER 1008.3.2. NOT A REQUIREMENT DUE TO LOW OCCUPANCY IN EXISTING WORSHIP AREA TRAVEL DISTANCE OF 75 FEET MAXIMUM IN SINGLE TENANT FACILITY WITH LESS THAN 50 OCCUPANTS AND ONE STORY ABOVE GRADE PLANE AS PER TABLE 1008.2 AISLE EXIT WIDTH MINIMUM OF 44 I ES AS PER 1016.2 FIRE RESISTANCE REQUIREMENTS FIRE RESISTANCE RATINGS ARE BA INTERIOR BEARING WALLS COLUMNS ( BOTTOM FLOOR ) FLOOR / CEILING ASSEMBLY ROOF / CEILING ASSEMBLY EXTERIOR BEARING WALLS D ON FBC TABLES 601 AND 602 FOR TYPE IIB CONSTRUCTION O HRS O HRS O HRS O HRS O HRS EGRESS REQUI MENTS ROOM: DINING AREA 1 DINING AREA 2 KITCHEN TOTAL NO. OCCUP . UNIT OF REQ'D. EGRESS EXIT WIDTH: WIDTH (INCHES) 33 (495 SF) X 0.20 (INCHES) 39 ' X 0.20 (INCHES) X 0.20 (INCHES) = 6.6" = 7.8 = 0.8" M , cn N 00 N M g w co g N W N N #AR 0009774 3 FEBRUARY 2011 m NOTES: THIS IS A BOUNDARY SURVEY. NO BUILDING RESTRICTION LINE AS PER PLAT. ANGLES AS PER FIELD SURVEY. Nt TH PROTRACTED FROM PLAT. FOUND 1/2" IRON CONCRETE PIPE, LB 3672 - POWER POLE 6:9. S9 • 6'4 N co co O J 0 0 0 re) 03 N • • NG SU ,' VEY OF LOTS 784, 785, 788, 789, 790, 791, 792, 793, 794, 5, 796, 797, 798, 799, 802, 803, 804, 805, 806, 807, 808 and 809, SECTION No. 1, ALTAIR AS RECORDED IN PLAT BOOK 10, PAGE 8 OF THE C ENT PUBLIC RECOS OF DUVAL COUNTY, FLORIDA. Falb 1/2" INN CONCRETE POWER PWC. NO CAP POLE W/ UGHT> 50.00' CO N 03 0 0 O U 4 FOUND 1/ PIPE, IRON CAP 0 0 18 50.00' STURDIVANT 50' RIGHT—OF—WA CONCRETE ( FORMERLY LAKEVIEW A NUE tCONCRE1E AVENUE 399.93' (FIELD) 400.00' CONCRETE POWER POLE W/ LIGHT & TiRANSF RMER CONCRETE WATER METER 50.00' 50.00' 0 SANITARY SEWER MANHOLE 98.0' CONCRETE CONCRETE PAD PAD W00097r ROCK COLUMN , WOOD COLUMN CONCRETE PAD CONCRET PAD 0 STORY W1 & BRICK COVERED CONCRETE WALK FOUND 1/2" PIPE, 00 0 03 O 0 8 0 FIBERGLASS POLE 50.00' .4•110.1•111Milormi 100.8' 100.7' CONCRETE POWER, FOUND 1/2" IRON POLE W/ LICHT" PIPE, LB 3872 00 CY) CICD 00 I- I- CD O J J P' 0 0 0 0 50.00' r CONCRETE WALK • a a 1.4 CV ELEVATOR SHAFT 9.8' WOOD 00 JCO CO A COVERED AIRWEi‘L 4' WOC,D FENCE }} CONCRETE CURB DROP INLET rr) N 0 O N 1.7' 199.98' (FIELD) RIGHT-OF-WAY O O .44)6bo.15.aci,....92.A 9001. ��' 25.00'`ro.2' 25.00' 2' .00' FOUND 1/2" IRON 50.00' SET 1L82" IRON 3672 PIPE, NO CAP 49.96' (FIE_D) THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE 500—YEAR FLOOD PLAIN) AS WELL AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY—PANEL NUMBER 120075 0001 D, REVISED APRIL 17, 1989 FOR ATLANTIC BEACH, FLORIDA. 300.00' 300.09' (FIELD) STEEL POLE o FOR SIGN 25.00' 25.00' 25.00' 2 .'0' 25,00' 25.00' 0' WATER 0 METER *woo-) rowai traGftrrox C BOULEVARD 100' RIGHT—OF-WAY -: WOOD POWER POLE W/ LIGHT 1.9' FOUND "X" -CUT THIS SURVEY WAS MADE FOR THE BENEFIT OF JOHN L. GREEN; WILLIAM W. NICOL; ATLANTIC COAST FEDERAL; ATLANTIC PALMS PLAZA; COMMONWEALTH LAND TITLE INSURANCE COMPANY; BUSCHMAN, AHERN, PERSONS & BANKSTON AND WAS MADE IN COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. 1""