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1031 Atlantic Blvd (2) i ' INT RIOR R NOVATION MME Jim ', + `� ,`. Ya �'. t.w s�?• '# X#�"`t. ........... TIt a A IMPROVING YOUR WORLD F # 4 �,v g" '�"�+. a i ■ rw �* 4 k nr -1 z- �� �s � ` �, r � " W �` Reynolds, Smith and Hills, Inc. � � x A H 0. e T 10748 Deerwood Park Boulevard South 1031 ATLAN B LEV Jacksonville, Florida 32256 v° ±� -'" : � .fit r .` s•. Xs°; .�-'�s': �^:,v r 904-256-2500 FAX 904-256-2502 ,; x ? y,� e r c # ,a v •.;aa, a �1t F ATLANTIC BEACH , www.rsandh.com FLORIDA32233 FL.Cert.Nos. AAC001886 • EB0005620 • LCC000210 " SITE LOCATION MAP GO SCALE: NTS SYMBOLS INDEX SCOPE F WORK AEP FILE NO. DATE ISSUED: • NO ARCHITECTURAL OR STRUCTURAL MODIFICATIONS TO EXISTING EXTERIOR OR INTERIOR BEARING 501-1120-000-0003 01-26-2011 ROOM ME ROOM IDENTIFICATION �j � ROOM NAME DEMO WALL SYMBO WALLS. NO MODIFICATIONS TO EXISTING LIFE SAFETY PATH OF EGRESS. ______________= L �—'— ROOM NUMBER WALL TO BE REMOVED A —— — NEW WALL NEW CONST. ALL WORK IS IN "FRONT OF HOUSE". NO WORK TO BE DONE IN RESTROOMS OR OTHER "BACK OF ` R�:V1EVf�ED FOR CODE COMPLIANCE G REVISION IDENTIFICATION GO LEGEND, INDEX, AMSCI)PE OF WORK HOUSE" SPACES. CITY OFATNTIC BEACH N MARK (NUMBER) EXISTING WALL SYMBOL EXISTING WALLAl DEMOLITION AN PLAND 140TES WORK IS LIMITED TO THE FOLLOWING: SEE PERMITS POR ADDITIONAL RATED WALLS A2 FLOOR PLAN AND NLLMfORK DETAILS REQUIREMENTS AND CONDITIONS. NORTH ARRONE HOUR A3 FNW PLAN, LEGEND, AND DETAILS •••• REMOVE EXISTING MILLWORK AS INDICATED AND REPLACE WITH NEW SERVICE MANAGER FIRE RATED BARRIER AND PRINTER COUNTER MILLWORK REVIEVVEDBY: DATE:-2--2--1 TWO HOUR FIRE RATED BARRIER FOUR HOUR •••• REPLACE INTERIOR FINISHES AS INDICATED LINES SYMBOL FIRE RATED BARRIER ELEL'TR�iAL CENTER LINES, PROJECTIONS, ' BILE po COLUMN LINES, EXT. ELEVATION LINES LINES SYMBOL E1 ELECTRICAL RENOVATION PLAN pr-_ PROPERTY LINES, BOUNDARY LINES �� EXISTING DOOR TO REMAIN y -——————- TYP. DEMO SYMBOL HIDDEN, FUTURE OR EXISTING NEW DOOR CONST. TO BE REMOVED BREAK OFF PARTS OF DRAWING NEW DOOR _off " INACTIVE LEAF '' + UP or DN STAT RAMP DIRECTION SYMBOL CODE ANALYSIS ® 24x24 SUPPLY DIFFUSER ACOUSTIC CEILING GRID SYSTEM _w EXISTING BRANCH BANK 24x24 RETURN GRILLE GYPSUM WALL BOARD CEILIIN CRITERIA: 2007 FLORIDA BUILDING CODE ' , � 2007 FLORIDA EXISTING BUILDING CODE 24x24 CEILING SPEAKER 24-'0 FLUORESCENT �GHT FIXTURE 2007 FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRICAL CODE 24x48 FLUORESCENT LIGHT ® EXIT LIGHT FIXTURE m FIXTURE - NIGHT LIGHT CIRCUIT PROJECT NAME: WELLS FARGO BANK (INTERIOR RENOVATION) ALTERATION LEVEL: LEVEL 2 (FBC: EB CHAPTER 4, SECTION 404) cov EMERGENCY LIGHT FIXTURE EXISTING BUILDING AREA: 2,733 S.F. (INTERIOR CONDITIONED SPACE) i OCCUPANCY: BUSINESS OCCUPANCY - GROUP "B" BANK (FBC 304) (NO CHANGE) CONSTRUCTION: TYPE V-B (MINIMUM) UNSPRINKLED (FBC TABLE 601) (NO CHANGE) HEIGHT AND AREA: HEIGHT = 18'-0" (ESTIMATED) (FBC TABLE 503 ALLOWABLE 40') (NO CHANGE) AREA = 2,905 GROSS S.F. (FBC TABLE 503 ALLOWABLE 9,000 S.F.) (NO CHANGE) FIRE RESISTANCE: 0 HR. (FBC TABLE 601) (NO CHANGE) ROOF CLASSIFICATION: 0 HR. (FBC TABLE 601) (NO CHANGE) FIRE PROTECTION: MANUAL FIRE EXTINGUISHERS PROVIED PER NFPA 10 75' MAX. TRAVEL DIST. TO EXTINGUISHERS OCCUPANT LOAD: 1 PER 100 S.F. = 27 OCCUPANTS (FBC TABLE 1004.1.1) EGRESS WIDTH REQ'D: 0.2 INCHES / 27 PERSONS = 5.4 INCHES (FBC TABLE 1005.1) EGRESS WIDTH PROVIDED: 36 INCHES (1 EXIT, 1 DOOR AT 36" WIDTH) ALLOWABLE TRAVEL DISTANCE: 75 FEET (FBC 1014.3 AND TABLE 1019.2) ALLOWABLE DEAD END: N/A GENERAL NOTES & SPECIFICATIONS DEMOLITION NOTES 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST COMPLY WITH 1. ALL DEMOLITION IS TO BE PERFORMED IN A SWIFT, `,SAFE MANNER SO AS TO KEEP THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND TO CONFORM TO ALL DISTURBANCE TO BUILDING TENANTS TO A MINIMUM. IT IS UNDERSTOOD THAT ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, SALVAGEABLE ITEMS REMOVED IN DEMOLITION INCLUDING BUT NOT LIMITED TO DOORS, FRAMES, STATUTES AND ORDINANCES. HARDWARE, GLAZING, CASEWORK, HVAC EQUIPMENT, LIGHTING, RECEPTACLES, ETC. SHALL 2. THE STORE MUST REMAIN OPERATIONAL FOR THE DURATION OF CONSTRUCTION. ALL WORK REMAIN ON SITE AS OWNER PROPERTY. COORDINATE STORAGE REQUIREMENTS WITH OWNER. Architectural, Engineering, Plannir SHALL BE CONDUCTED WHEN THE STORE IS NOT OPEN. 2. G.C. TO CONSTRUCT OR PROVIDE PROTECTION BARRIERS AS NEEDED FOR SAFETY AND TO and Environmental Services CONTAIN DUST DUE TO DEMOLITION. G.C. SHALL TAKE CAREFUL MEASURES TO CONTAIN THE 3. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE SPREAD OF DUST AND FUMES OUT OF THE WORK AREA THROUGH OPENINGS, DUCTWORK, ETC. FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND APPROVALS PRIOR TO 3. CONTRACTOR TO PATCH AND/OR REPAIR REMAINING FLOOR, WALL, CEILING SURFACES AS Reynolds, Smith and Hills, Ing COMMENCEMENT WITH THE WORK. NEEDED DUE TO DEMOLITION OR REMOVAL OF CONSTRUCTION TO MATCH EXISTING, 10748 Deerwood Park Boulevard Si 4. THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING 4. ITEMS "TO BE RELOCATED" SHALL BE STORED IN A ID LACE DESIGNATED IN CONSTRUCTION Jacksonville, Florida 32256 OWNER AND MANAGER CONCERNING THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND AREA, ACCORDING TO OWNER'S INSTRUCTION. DEBRIS. 904-256-2500 FAX 904-256-250 5. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE 5. REMOVE ALL DEMOLISHED MATERIALS FROM BUILDING AND SITE UNLESS NOTED OTHERWISE www.rsandh.com WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN COMPLIANCE WITH BUILDING RETURNED A CTOR FOR REMOVAL.OWNER. ALL OTHER DEMOLISHED MATERIAL SHALL BECOME PROPERTY OF GENERAL CONTRAFL.Cert.NOs. AAC001886•EB0005620- L000002 GE REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES OR ORDINANCES CONCERNING THE USE NEW CONC. PATCH (3000 OF UNION LABOR. 6. GENERAL CONTRACTOR SHALL PROVIDE DEMOLITION AS INDICATED ON DRAWING INCLUDING PSI) TO MATCH EXIST. SLAB REMOVAL AND DISPOSAL OF ALL FLOORING, WALL BASE, GYPSUM WALLBOARD, INTERIOR SEE DEMO AND ELECT. W/ WWF 6. CONTRACTOR AND SUB-CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND FRAMING, PASS THROUGH WINDOWS, ACOUSTIC CEILING TILE, PLUMBING FIXTURES, DOORS, PLANS FOR LIMITS 4„ CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY REYNOLDS, SMITH & HILLS, INC. FRAMES, HARDWARE, GLAZING, CASEWORK, ELECTRICAL EQUIPMENT, LIGHT FIXTURES, EXIST. CONC. (RS&H) OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PRICING OR RECEPTACLES, WIRING, CABLE, CONDUIT, HOT WATER HEATER, HVAC EQUIPMENT, SLAB ON GRADE PROCEEDING WITH THE WORK. SUPPLY/DIFFUSER, AND DUCT WORK WITHIN LIMITS OF CONSTRUCTION AND NOT IN USE IN 7. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY OTHER AREAS OF WORK FROM WITHIN WALLS AND ABOVE CEILING. EPDXY #4 REBAR INTO EXIST. CONC. SLAB ON GRADE TRADES. EXIST. SLAB AT 16" O.C. EACH SIDE. OFFSET 8" VAPOR BARRIER ' ' 8. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES FROM OPPOSITE SIDE COMPACTED FILL UNDER THEIR JURISDICTION. 9. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. K�2 TYP, CONC. PATCH DETAIL 10. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. Al SCALE: 1/2" = 1'-0" WHERE THE TERMS "EQUAL TO" OR "APPROVED EQUAL" ARE USED, RS&H TO DETERMINE EQUALITY BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 11. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF NOT WELLS FARGO LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. ATLANTIC BEACH 12. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK INTERIOR RENOVATION UNLESS OTHERWISE NOTED. NO WORK SHALL EFFECT THE PERFORMANCE OF EXISTING FIRE RATED PARTITIONS. " 13. THE CONTRACTOR, AT ALL TIMES, IS TO KEEP PREMISES FREE OF ACCUMULATION of 1031 ATLANTIC BO EVARD TL FLORIDA 3223 WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN DAILY. 14. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE WINDOWS AND CEILINGS. 15. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO GOVERN REGISTRATION OVER SMALLER SCALE DRAWINGS. 16. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET CLARIFICATION AND DIRECTION FROM RS&H PRIOR TO PROCEEDING WITH THE WORK. 17. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO OPERATE QUIETLY AND BE FREE OF VIBRATION. 18. THE CONTRACTOR SHALL COORDINATE WORK DONE BY OTHERS WITH WORK BY RS&H. 19. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. \' 20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION OF SPECIFIED FINISHES. 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S KIM C. 'L'AltStN RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND INSTALLATION SPECIFIED. AR 9583 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE NOTES: REVISIONS INSTALLATION OF SPECIFIED FLOOR FINISH(-ES). 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL SUPPORTED 1. DO NOT REMOVE D MARKETING , EXCEPT AT ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND FURNITURE. CONTRACTOR TO ACCENT PAINT AND MARKETING ELEMENTS, NO. DESCRIPTION DATE VERIFY EXTENT AND COORDINATE WITH APPROPRIATE SUBCONTRACTORS. SEE 1/A3. 24. ALL FIRE EXTINGUISHER CABINETS OR ELECTRICAL PANELS LOCATED IN RATED PARTITIONS TO BE BACKED WITH GYPSUM BOARD AS REQUIRED TO MAINTAIN PARTITION RATING. BREAK 25. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS OVER ROOM PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. PROVIDE MINIMUM REMOVE EXISTING COUNTER SAFE DEPOSIT CASH 115 ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO COMPLETELY COVER WITH NO & BACKSPLASH; PATCH MECH ELEC VAULT VAULT STREAKING OR BLEEDING OF UNDERCOATS. AND REPAIR EXISTING WALL 120 104 104A TO MATCH ADJ. FINISHES OFFIC 26. UPON COMPLETION OF THE WORK, NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE 124 PROJECT IS READY FOR INSPECTION. OWNER REP WILL COMPILE A "PUNCH LIST" OF CORRECTIONS NEEDED, AND OF UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT TELLER CB Cl 4 WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. WORK RM. o los 27. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, ETC. THIS EXISTING t REMOVE EXIS ING CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING REQUIRED TO SECURE 2 �(1 CARPET TO �� I-- DATE ISSUED: 01-26-11 DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE REQUIRED. PROVIDE A NO. 5 l�J I`-- FCM DESK REMAIN, TYP. % � � SERVER/ EXISTIN CHECK REVIEWED BY: KCL SKIM COAT FINISH TO WALLS THAT ARE OBLIQUELY LIT. DRIVE-THRU 41,I ; ELEC DESK T REMAIN TELLERS EXISTING _;___= 119 28. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO OWNER'S REPRESENTATIVE WHEN 1 (� 108 TELLER LINE DRAWN BY: KMP OWNER THEIR CONTRACTOR(S) ARE REQUIRED AT JOB SITE FOR COORDINATION MEETINGS 4� C 4 MILLWORK TO EXISTING CHAIR TO DESIGNED BY: KMP OR INSTALLATIONS. -' I REMAIN BE RELOCATED LOBBY EXISTING AEP PROJECT NUMBER 29. CONTRACTOR IS RESPONSIBLE FOR FIRESTOPPING ALL EXISTING PENETRATIONS THROUGH C] 3 `„J 101 TILE TO 501-1120-000-0003PRODER EXISTING RATED CONSTRUCTION INCLUDING SLABS. SEAL TO MAINTAIN PROPER RATING. REMOVE EXISTING FURNITURE 7 � F 30. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND REMOVE PORTION OF EXIST. 2 TO BE REMOVED BY MILLWORK IN FULL CABINET I EXISTING OTHERS -------- Q2011 REYNOLDS, SMITH AND HILLS INC. VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. COORD. W/CEXP REP. ' SIGNAGE INCREMENTS TO ACCOMMODATE � Fr-,- r{=� ALL OUTLETS, SWITCHES & COVER-PLATES TO MATCH EXISTING. NEW SERVICE MANAGER AND TELLERS PRINTER COUNTER MILLWORK, 107 1 ��_'� SHEET TITLE 31. WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED SOLID WITH BATT SEE 1/A2; SECURE EXISTING INSULATION AND FITTED WITH ESCUTCHEON PLATES ON BOTH SIDES OR EQUIVALENT COUNTERTOP TO REMAIN UNTIL EXISTING _}' WAITING `{="J' OFFICE DEMOLITION PLAN 03 REMAIN, TYP. TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. PERMANENTLY SUPPORTED CARPET TO 1 123 n � 32. PROVIDE TEMPORARY DUST PARTITIONS TO SEGREGATE WORK AREA FROM THE REMAINDER MEN 0 AND NOTES OF THE BUILDING. 116 3 33. SCHEDULE ALL UTILITY INTERRRUPTIONS AFTER AFTER NORMAL BUSINESS HOURS. <q , 0 ---- COORDINATE THESE INTERRUPTIONS WITH OWNER. CORR. OFFICE OFFICE 115 121 1 122 2 34. CONTROL DUST AND PREVENT DUST MIGRATION TO OTHER PORTIONS OF THE BUILDING. WOMEN SAWCUT & DEMOLISH EXIST. CONC. SLAB 117 IN THIS AREA AS REQ'D FO NEW UNDER SLAB ELECT. CONDUIT (SEE t1). REPAIR SHEET NUMBER SLAB AFTER CONDUITS ARE VSTALLED. SEE 2/A1 FOR CONC. PATCHY DTL.; PATCH AND REPAIR CARPET AS REQUIRED Al - PLAN NORTH � w DEMOLITION PLAN o Al SCALE: 1/8" = 1'-0" EXISTING WALL 5 TID REMAIN Y EXIST. COUNTER Architectural, Engineering, Pla & BACKSPLASH 3" 0 BLACK PLASTIC COUNTER AND and Environmental Service EXISTING COUNTERTOP & TO REMAIN GROMMET ELEC. OUTLET BACKSPLASH, PL-2 BACKSPLASH TO REMAIN I - ----------- // Reynolds, Smith and Hills, = � I / ----------- I 10748 Deerwood Park Boulevatcri ' JacksonvilleFlorida 3225 I I I I J0 0 � ,904-256-2500 FAX 904-256- 3' 0 BLACK LOCK , I I PLAS. GROMMET >— EXISTING DRIVE-UP BEYOND EXI T SIT G&T o ' ' i TELLER STATION WWW.rSBndh.COrY1 LOCK /I� TO REMAIN FL.Cert.Nos. AAC001886•EB0005620- LCC o, ENC SURE o CPU SLING, II MILLWORK I TO R MAIN LOCK r TYP . L ---------- J L ------ PEDESTAL FILE I `�o LL_ > ' O00 BEYOND O — ——————— —————————' LOCK N 1 '-g" EXIST. MILLWORK V.I.F. 1 '-6" 1 -1/2" PLAM I, 4'-0" MIN. lo V.I.F. TO REMAIN 1„ SLAB LEG, PL-1p 3' 5 SERVICE MGR, MILLWORK SECTION 3 SERVICE MGR. / PRINTER MILLWORK ELEVATION A2 SCALE: 3/4" = 1'-0" A2 SCALE: 3/4" = V-0" 5 4 WELLS FARGO A2 A2 ATLANTIC BEACH Ar INTERIOR RENOVATIC 2'-0"MIN. 3" 0 BLACK PLASTIC GROMMET1031 ATLANTIC BOULEVAI V.I.F. ATLANTIC BEACH, FLORIDA I I V-10" Z 3" PRINTER BY OWNER OUTLET ------------ REGISTRATION P.LAM. PRINTER SHELF ' I ---------- —j, EXI NIGH a I I I I I I ' MILLWORK ' ----------- EXIST. DRIVE-UP ! :PEDESTAL I r--------1 I, n _ J ADJUSTABLE EPOSIT & o PEDESTAL FILE, 2'-6' I 4 -0 Mii�tr__________, L3/ HELF CLOSURE I > BELOW MIN. CLR. L--------J ; I TELLER STATION T REMAIN ' TO REMAIN00 o I ' L — L_----C ----I I I I I I ^T"• o o ^ R EXIST. MILLWORK EXIST. COUNTERTOP CPU SLING PRINTERS TO REMAIN TO REMAIN BELOW, TYP. BY OWNER 1 —8J'4" 3 3 =R` KIM C. LAiiik' � 4 PRINTER MILLWORK SECTION 2 SERVICE MGR. / PRINTER MILLWORK ENLARGED PLAN AR 9583 A2 SCALE: 3/4" = 1'-0" A2 SCALE: 3/4" = 1'-0" REVISIONS NEW ONLINE BANKING NO. DESCRIPTION DI STATION FURNITURE & EQUIP. BY OTHERS BREAK NEW LATERAL FILE ROOM BY OTHERS 115 SAFE DEPOSIT CASH MECH ELEC VAULT VAULT ,20 ,04 1 ,oq >OFFICEmn 4 124 TELLER OB 0 CB 4 WORK RM. El 0:2 1 ri06 ,os NEW FURNITURE BY OTHERS DATE ISSUED: 01-26-11 2 O SERVER/E� REVIEWED BY: KCL WAITING PATCH AND REPAIR FLOOR DRIVE-THRU 03,q � 119 TELLERS DRAWN BYli KMP FINISH AS REQ'D ACCOMMODATE 10 4 NEW SERVICE MANAGER AND DESIGNED BY: KMP ---- PRINTER COUNTER MILLWORK (0 __'�♦ � PROVIDE NEW I I AEP PROJECT NUMBER 1 C] 3 FREE-STANDING LOBBY NEW QUEUE LINE Q-2 P-0-11 WORKSTATIONS NEW FURNITURE BY OTHERS 501-1120-000-0003 e2 BY OTHERS © RELOCATED CHAIR , � � ---- 2011 REYNOLDS, SMITH AND HILLS II (*I r � WAITING SHEET TITLE 10 1 03 2 TELLERS SIB ,p7 -- -� OFFICE FLOOR PLAN MEN ,23 AND MILLWORK NEW „6 3 DETAILS SECURE BIN BY OTHERS CO 5R . OFF C 1 OFFICE 2 WOMEN 117 SHEET NUMBER NEW MULTI-FUNCTION A 2 PRINTER AND FURNITURE PANELS BY OTHERS PLAN NORTH FLOOR PLAN w o A2 SCALE: 1/8" = 1'-0" FINISH LEGEND TANDUS CARPET TONYA SILVIUS AT 800-241 —4902 EXT 2622 C-1 WALK—OFF MAT PATTERN: ABRASIVE ACTION MKI DRY BACK OR AT tsylvius@tandus.com COLOR: ASPHALT #19102 TANDUS WAGONWHEEL CARPET TONYA SILVIUS AT 800-241 -4902 EXT 2622 C-2 FIELD CARPET PATTERN: ER3 MODULAR TILE #053 Y 19, 24" X 24" OR AT is Ivius@tandus.com Architectural, Engineering, Planning COLOR: 33506 HENNA — INSTALLED QUARTER TURNED and Environmental Services T-1 FLOOR TILE DAL—TILE, 13" X 20" ANY DAL—TILE SERVICE CENTER COLOR: VERANDA SAND P505 — INSTALLED ASHLAR Reynolds, Smith and Hills, Inc. 10748 Deerwood Park Boulevard Sot STARQUARTZ: URETHANE GROUT LATICRETE G-1 GROUT COLOR: MUSHROOM 800-243-4788 Jacksonville, Florida 3225fi 904-256-2500 FAX 904-256-2502 JOHNSONITE R —1 RUBBER BASE COLOR: 29 MOON ROCK SUPPLIED BY CARPET INSTALLER WWW.rSandh.COm B 1/8" RUBBER, 4" COVE BASE FL.Cert.Nos. AAC001886•E60005620• LCC000 1C AZROCK CORTINA GRANDE TARKETT COMMERCIAL (CENTER 6„ VCT-1 VINYL COMPOSITION TILE COLOR: CG409 GINGER, 16" X 16" CHRIS WESKIE 713-254-9790 ON WALL) 6 >, TRANSITION STRIP GENOTEK 11/32" EDGE DIVIDER #31 1 .61 , OR SCHLUTER SCHIENE AE125 GENOTEK co TRAN-1 (TILE TO CARPET) FINISH: ALUMINUM SATIN 800-741 —8936 (PST) ------------- -------------- P-3 TRANSITION STRIP GENOTEK 5 16" EDGE DIVIDER #530.61 , OR SCHLUTER RENO—U AEU125 GENOTEK ii T / � ; ; TV BY � QUOTE WALL; j TRAN-2 (CARPET OR TILE TO VCT) FINISH: ALUMINUM SATIN 800-741 —8936 (PST) 7 N _I 1 � OTHERS � BY OTHERS; M1 i L- -------- 1 PAINT — FOH&BOH WALLS (DOOR BENJAMIN MOORS BENJAMIN MOORS `------------- __________ P-1 & FRAMES IN WALLS SHALL BE PUTNAM IVORY HC-39 RANDY SMITH 678-794-8176 1 J PAINTED IN SEMI—GLOSS FINISH) SHEEN: EGGSHELL HOWARD SKELTON 410-409-4074 PAINT — ACCENT WALLS (DOOR & BENJAMIN MOORE BENJAMIN MOORS -� P-3 ' DD ' OD J P-2 FRAMES IN ACCENT WALLS SHALL ROASTED SESAME SEED 2160-40 RANDY SMITH 678-794-8176 = BE PAINTED IN SEMI—GLOSS FINISH) SHEEN: EGGSHELL HOWARD SKELTON 410-409-4074 > a , _� I oq BENJAMIN MOORS BENJAMIN MOORS P-3 PAINT — INTERIOR ACCENT WALLS KANSAS GRAIN 2160-60 RANDY SMITH 678-794-8176 SHEEN: EGGSHELL HOWARD SKELTON 410-409-4074 BENJAMIN MOORE BENJAMIN MOORS P-4 PAINT — DRYWALL CEILING SUPER WHITE RANDY SMITH 678-794-8176 WELLS FAR SHEEN: FLAT HOWARD SKELTON 410-409-4074 BENJAMIN MOORS N ATLANTIC BEACH PAINT — EXIST. WD. TRIM, BENJAMIN MOORE 2 GUOTE WALL ELEVATIOINTERIOR RENOVATION P-5 EXIST. WOODWORK, EXIST. SUPER WHITE RANDY SMITH 678-794-8176 WINDOW CASINGS SHEEN: SEMI—GLOSS HOWARD SKELTON 410-409-4074 A3 SCALE: 1/4" 1031 ATLANTIC BOULEVARD SOLID SURFACE — FOH HORIZ. WILSONART GIBRALTER DAN CHICKVERA ATLANTIC BEACH, FLORIDA 3223 SS-1 SURFACE, TRANS. COUNTER/ COLOR: "PISA CRETA" 9079CR 770-335-3982 PURSE LEDGE/CHECK DESK PLASTIC LAMINATE — FOH & BOH WILSONART LAMINATE DAN CHICKVERA PL-1 VERT. SURFACE (FRONT & BACK MATCH EXIST. INTERIOR WOOD FINISHES 770-335-3982 SIDE — TELLER LINE/ DRIVE—UP COORD. W/FURNITURE VENDOR SURVEYS REGISTRATION PLASTIC LAMINATE — BOH HORIZ. WILSONART LAMINATE DAN CHICKVERA PL-2 SURFACE (TELLER MGR./COUPON/ KALAHARI TOPAZ #4588-07 770-335-3982 DRIVE—UP) PREMIUM FINISH BLACK MELAMINE BY MILLWORK VENDOR PL-3 MELAMINE — INT. OF MILLWORK FOH INTERIOR OF MILLWORK N WHITE MELAMINE BY MILLWORK VENDOR PL 4 MELAMINE MILLWORK INT. OF BOH INTERIOR OF MILLWORK PLASTIC LAMINATE — TOE KICK WILSONART LAMINATE DAN CHICKVERA ` PL-5 TELLER LINE, CHECK DESK) LAMINATE TO MATCH TELLER LINE 770-335-3982 MAHARAM CARMEN VEGA OR AMIE TOLLE FABRIC — CUSTOMER SEATING CHANCE — FORCE FIELD 464010 415-276-8501 FAB-1 & BENCH COLOR: 001 HARVEST (CRYPTON) KI � N AR 9583 MAHARAM CARMEN VELA OR AMIE TOLLS FAB-2 FABRIC — LOBBY SEATING 6125 RADIANT CUSTOM 012198-01 (HIGH PERFORMANCE BARRIER) 415-276-8501 COLOR: 0.08 MARRAKECH FILING USG, 2' x 2' 86985 (FLB) USG REVISIONS CLG-1 C MARS CLIMAPLUS 77% RECYCLED CONTENT BRIAN LEE 615-535-0125 FOH — MATCH EXISTING FIRST NO. DESCRIPTION DATE CEILING GRID: CENTRECITEE USG, 2' x 4' 88985 USG CEILING CLG-2 BOH — MATCH EXISTING FIRST MARS CLIMAPLUS 77% RECYCLED CONTENT BRIAN LEE 615-535-0125 CEILING GRID: CENTRECITEE NYSAN SHADES SEAS (SOUTHEASTERN ARCHITECTURAL SYSTEMS) BREAK WS-1 WINDOW SHADES GREENSCREEN ECO, 5% OPEN / PVC FREE TOM ROCHESTER 704-896-5805 ROOM COLOR: LINEN 115 TENSABARRIER — POLE: MODEL 89R-3S/3S/46 ANNE LABRUNA 800-441 -0019 OR AT SAFE DEPOSIT CASH Q-1 QUEUE LINE SOCKET: MODEL 421-3S/3S N7 Alabruna@lawrencemetal.com MECH ELEC VAULT VAULT POST & SOCKETS APE 120 '� ® OFFICE RECESSED SATIN STAINLESS STEEL W/BROWN T # 124 TENSABARRIER — MODEL 890-3S/3S/46 ANNE LABRUNA 800-441 -0019 OR AT P-2 0-2 QUEUE LINE FREESTANDING POST SATIN STAINLESS STEEL W/BROWN TAPE #N7 Alabruna@lawrencemetal.com TELLER OB �� CB WORK RM. 10 11061 QSP (QUALITY SERVICES PLUS) 109 SEMI—OPAQUE FILM 3M GEORGE MAPLES 800-450-1816 DATE ISSUED: 01-26-11 SOF-1 SMGR AT TELLERLINE W/BR GLASS DUSTED CRYSTAL 77255E-315 NOTES: WAITING S RV CRS P-2 REVIEWED BY: KCL 1 . PAINT SCHEDULE: DRIVE—THRU 103A 119 INTERIOR: FLAT ACRYLIC ENAMEL FINISH, TWO COATS; INTERIOR FLAT ACRYLIC ENAMEL ON GYP. BD PRIMER TELLERS DRAWN BY: KMP LOW—LUSTER ACRYLIC ENAMEL FINISH: INTERIOR LOW—LUSTER ACRYLIC ENAMEL ON GYP. BD. PRIMER 108 ----- SEMI—GLOSS ACRYLIC ENAMEL FINISH: INTERIOR SEMIGLOSS ACRYLIC ENAMEL ON GYP. BD. PRIMER DESIGNED BY: KMP P— LOBBY j AEP PROJECT NUMBER 1o, 501-1120-000-0003 2 P-2 ' ' —3 © 2011 REYNOLDS, SMITH AND HILLS INC. a� A -- WAITING SHEET TITLE 03 TELLERS OFFICE FINISH PLAN, 107 123 P-2 LEGEND AND P-1-61 DETAILS CORR. OFFICE OFFICE 115 121 122 WOMEN 17P-2 P-2 SHEET NUMBER A3 PLAN NORTH KT`Y 1 FINISH PLAN. w 3 N OT USED A3 SCALE: 1/8* = V-0" LLJ to o A3 SCALE: N.T.S. ELECTRICAL NOTES Architectural, Engineering, Plani and Environmental Services A. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE LATEST EDITION OF THE FLORIDA BUILDING CODE AND ANY OTHER STATE OR LOCAL AUTHORITY HAVING JURISDICTION. B. CONDUIT ROUTING AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL Reynolds, Smith and Hills, FIELD ROUTE AND LOCATE AS REQUIRED AND PER CODE CLEARANCES. 10748 Deerwood Park Boulevard C. ALL PANELBOARDS SHALL BE PROVIDED WITH A NEW TYPEWRITTEN SCHEDULE SHOWING CIRCUIT NUMBERS, ADDED Jacksonville, Florida 32256 BREAKERS AND A COMPLETE DESCRIPTION OF EACH CIRCUIT, INCLUDING OFFICIAL ROOM NUMBER. PANELBOARDS, 904-256-2500 FAX 904-256-2: DISCONNECTS, ETC. SHALL BE PROVIDED WITH SUITABLE PHENOLIC NAMEPLATES. D. COORDINATE WITH THE ARCHITECTURAL DRAWINGS AND LIFE SAFETY PLAN. PROVIDE FIRE SEALANT AT ALL ELECTRICAL WWW.rSandh.COM PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SO AS TO MAINTAIN FIRE RATING. SEALANT SHALL BE FL.Cert.NOs. AAC001886•EB0005620- LCCOC INSTALLED PER MANUFACTURER SUPPLIED, UL LISTED, CITY FIRE MARSHALL APPROVED DETAIL DRAWING. E. COORDINATE LOCATION OF ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, FIXTURES, ETC., WITH ARCHITECTURAL PLANS, ELEVATIONS AND REFLECTED CEILING PLANS PRIOR TO ROUGH-IN. F. REMOVE ALL OUT-OF-SERVICE WIRE, CONDUIT AND VOICE/DATA WIRING. G. ALL WORK SHALL BE TESTED IN THE PRESCENCE OF THE ARCHITECT/ENGINEER TO DEMONSTRATE THAT THE ENTIRE SYSTEM IS IN PROPER WORKING ORDER AND IN ACCORDANCE WITH THE DRAWINGS. H. ALL EMPTY CONDUITS SHALL CONTAIN A POLYOLEFIN PULL LINE, JET #232 OR APPROVED EQUAL. 1. TWO-GANG SHALLOW CAST IRON FLOOR BOX, FULLY ADJUSTABLE WITH FLANGE AND COVER PLATE. PROVIDE WITH (2) POWER OR COMMUNICATION COVER PLATES. LEGRAND 880CM2-1 OR EQUAL. COORDINATE NINETY DEGREE FITTING WITH FURNITURE VENDOR TO CONNECT WHIP WITH COVERPLATE. EXTEND (1) 1" CONDUIT FOR POWER AND (1) 1" CONDUIT ' FOR COMMUNICATION CABLING UNDER FLOOR TO JUNCTION BOXES INDICATED. VERIFY MOUNTING LOCATION AND COLOR WITH ARCHITECT PRIOR TO ROUGH-IN. PROVIDE ALL ACCESSORIES FOR A COMPLETE SYSTEM INCLUDING COVER PLATE, OUTLET, WIRE, ETC. J. ALL CONDUITS SHALL HAVE A SEPARATE GREEN GROUND CONDUCTOR FOR GROUNDING. K. THE LOADS SHOWN FOR APPLIANCES AND EQUIPMENT ARE BASED ON DESIGN INFORMATION. THE CONTRACTOR SHALL VERIFY ALL APPLIANCE LOADS PRIOR TO RUNNING THE CIRCUIT. THE MINIMUM CIRCUIT REQUIREMENTS BASEDSHALL BE DDTIONAL COMPENS TIIONNAMEPLATE VALUE DREQUIREMENTS R NOTBE ALLOWEDFORMODIFCATIONS OFH HE IS MORE STRINGENT. EQUIPMENT ELECTRICAL SUPPLY BY THE EQUIPMENT TO BE INSTALLED. O POWER & DATA PLAN NOTES L. ALL EQUIPMENT SHALL BE UL APPROVED AND SHIPPED TO THE SITE WITH UL LABEL. 1. EXTEND #12(L1), #12(N1), #12(IG), #12(GND) IN 1" CONDUIT FROM MODULAR WELLS FARGO FURNITURE BASE FEED MODULE TO CIRCUIT INDICATED. CONTRACTOR SHALL MAKE ATLANTIC BEACH M. OUTLET LOCATION DIMENSIONS ARE TO CENTERLINE (IF A SINGLE OUTLET) OR TO CENTER OF PAIR OF OUTLETS, w _ FINAL CONNECTION TO BASE FEED. COORDINATE INSTALLATION WITH MODULAR FURNITURE �� INTERIOR RENOVATION UNLESS OTHERWISE INDICATED. FLOOR AND WALL OUTLETS IN PAIRS ARE TO BE 6 CENTER TO CENTER. SUPPLIER. 2 ase 133 N. EXPOSED CABLING (COMMUNICATION, FIRE ALARM AND SECURITY) IN AREAS WHERE NO CEILING EXISTS IS 2. CONTRACTOR SHALL MAKE FINAL CONNECTION OF COMMUNICATIONS CABLING TO BASE PROHIBITED. EXTEND EMT CONDUIT SLEEVE TO NEAREST ACCESSIBLE CEILING SPACE. -- - FEED. COORDINATE INSTALLATION WITH MODULAR FURNITURE SUPPLIER. PROVIDE JUNCTION 1031 ATLANTIC BOULEVARC 0. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN/THWN INSULATION, RATED FOR 600 VOLTS. y BOX WITH 1-1" CONDUITS TO ACCESSIBLE CEILING SPACE. ATLANTIC BEACH, FLORIDA 32 3 PROVIDE 1" C P. PROVIDE 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG DEVICE COVER, BLANK COVER PLATE AND 3/4 _ - ONDUITS UNDERFLOOR TO EACH FLOOR BOX FOR POWER AND DATA. CONDUIT TO CEILING SPACE. _ W r 4. CUT CONCRETE SLAB FOR CONDUITS. PATCH AND REPLACE SLAB BACK TO EXISTING Q. REUSE EXISTING CONDUIT WHERE POSSIBLE. PROVIDE NEW WIRING IN ALL CONDUIT. CONDITION AFTER CONDUIT/CONDUCTOR/FLOORBOX INSTALLATION. M._ 3 _; , � ION R. WIRING DEVICES SHALL BE HEAVY-DUTY, SPECIFICATION GRADE. WALL SWITCHES SHALL BE 20-AMP, r `� `" ` - " " � 5. VERIFY LOCATION OF FURNITURE WITH FURNITURE VENDOR PRIOR TO TRENCHING THE 120/277 VOLTS. HUBBELL CS1221 SERIES. RECEPTACLES SHALL BE 3-WIRE, SIDE AND BACK WIRED, 20-AMP, FLOOR. CONTRACTOR TO MAKE FINAL CONNECTION TO BASE FEED. COORDINATE 120 VOLTS, HUBBELL HBL5362. SWITCHES AND RECEPTACLES SHALL BE IVORY COLOR. WALL PLATES HIGH-IMPACT INSTALLATION WITH MODULAR FURNITURE SUPPLIER. SMOOTH NYLON, COLOR TO MATCH DEVICE. ,. 0 ` _, 6. PROVIDE AND INSTALL RECEPTACLE CABLE AND DATA OUTLETS DIRECTLY BEHIND TELEVISION. S. ALL WIRING SHALL BE IN EMT OR FLEXIBLE METALLIC CONDUIT; USE RIGID METALLIC CONDUIT OR LIQUID-TIGHT t= p },.n ° x t�r � ' 4 `'� COORDINATE EXACT LOCATION WITH QUOTE WALL. w, ,�,- 1 1 �. ��_ti , ' ._.__ j s HNA. FLEXIBLE METALLIC CONDUIT WHERE INSTALLED IN WET OR DAMP LOCATIONS. EMT FITTINGS SHALL BE STEEL. POT >> ~- Q `v u � "�'� � � -�--- � , �� O .,..,,,. � y� METAL OR DIE CAST TYPE SHALL NOT BE USED. CONNECTORS SHALL HAVE NYLON INSULATED THROATS. FITTINGS --:� _? 7. PROVIDE (1) 20 AMP CIRCUIT BREAKER FROM EXISTING RECEPTACLE PANELBOARD FOR :•'�ACE/y ;•.�,a'' '81 81, SHALL BE SET-SCREW TYPE. f - _...e.r. _ - ---- _ SMGR STATION AND OBS. USE 2#12 WIRE AND #12 GROUND IN 1/2" CONDUIT. NEW F T. WHERE DEMOLITION OF A PORTION OF AN EXISTING CIRCUIT RENDERS DOWNSTREAM EQUIPMENT INOPERATIVE, PROVIDE LOAD CALCULATED AS 0.7 KVA. No. 116 -; A NEW CIRCUIT TO RE-ESTABLISH SERVICE. 8. PROVIDE (1) 20 AMP CIRCUIT BREAKER FROM EXISTING RECEPTACLE PANELBOARD ^-o 1ST 3 ° I FOR NEW PRINTER/COPIER. USE 2#12 WIRE AND #12 GROUND IN 1/2 CONDUIT. ATE F : U. PROVIDE OUTLET BOXES, WIRE AND CONDUIT AS NEEDED FOR RELOCATION OF RECEPTACLES, TELEPHONE AND DATA. ° I r NEW LOAD CALCULATED AS 1.0 KVA. Oc. e 0 32"V. ELECTRICAL CONTRACTOR SHALL CONCEAL ALL-WIRES AND CONDUIT. NO SURFACE CONDUIT SHALL BE RUN UNLESS9. PROVIDE (1) 20 AMP CIRCUIT BREAKER FROM EXISTING RECEPTACLE PANELBOARD FOR E N NOTED OTHERWISE. ; 3- POWER TO NEW OPEN OFFICE FURNITURE. USE 2#12 WIRE AND 2#12 GROUND IN 3/4 �P ® ,N i � _ r CONDUIT. NEW LOAD CALCULATED AS 1.1 KVA. ENT W. FACEPLATES FOR ALL NEW DEVICES SHALL MATCH BUILDING STANDARD. VERIFY STANDARD WITH OWNER. (TYPICAL) 12 x � L _ - x r 5 � L 10. PROVIDE 1 20 AMP CIRCUIT BREAKER FROM EXISTING RECEPTACLE PANELBOARD FOR POWER TO NEW TELLER LINE TELEVISION. USE 2#12 WIRE AND #12 GROUND IN 1/2" PENO. 1K660 _ v a CONDUIT. NEW LOAD CALCULATED AS 0.5 KVA. REVISIONS ;I 11. PROVIDE 1 20 AMP CIRCUIT BREAKER FROM EXISTING RECEPTACLE PANELBOARD t J JI FOR (2) NEIN PRINTERS. USE 2#12 WIRE AND #12 GROUND IN 1/2" CONDUIT. NEW I =� LOAD CALCULATED AS 1.0 KVA DESCRIPTION DA' Pr , l 12. VERIFY HEIGHT OF OUTLETS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH-IN. 77 w 3 GENERAL NOTES A. REMOVE POWER AND DATA TO DEMOLISHED EQUIPMENT AND FURNITURE ONLY, UNLESS SPECIFICALLY NOTED TO REMAIN ON THIS DRAWING. SEE ARCHITECTURAL DEMOLITION PLAN (Al) FOR ITEMS REQUIRING THIS WORK. ELECTRICAL LEGEND B. VERIFY EXISTING CONDITIONS OF ALL POWER AND DATA OUTLETS/JUNCTION BOXES. IF ADEQUATE POWER AND DATA IS PRESENT, CONTRACTOR MAY OMIT FROM SCOPE. r7� ELECTRICAL RENOVATION PLAN C. VERIFY RECEPTACLE PANEL HAS ISOLATED GROUND BUS. IF ONE IS NOT EXISTING, MOUNTING HEIGHT ABOVE FINISHED FLOOR, UNLESS NOTED. E1 SCALE: 1/8" = V-0" CONTRACTOR SHALL PROVIDE NEW ISOLATED GROUND BUS SIZED APPROPRIATELY FOR DATE ISSUED= 01-26-11 THE AMPACITY OF THE PANEL. 18" TO RECEPTACLE, DUPLEX, NEMA 5-20R, WALL MOUNTED REVIEWED BY: RNS (IG: ISOLATED GROUND, CH: COUNTER HEIGHT) DRAWN BY, MDG 18" TO RECEPTACLE, QUADPLEX, NEMA 5-20R, WALL MOUNTED (IG: ISOLATED GROUND, CH: COUNTER HEIGHT) DESIGNED BY: MDG 6" TO JUNCTION BOX 4" SQUARE BY 1 1/2" DEEP, MINIMUM, PROVIDE 1/2" CONDUIT TO ACCESSIBLE CEILING SPACE (UNLESS NOTED) AEP PROJECT NUMBER 501-1120-000-0003 FB FLUSH FLOOR BOX, NOTE I d 18" TO VOICE/DATA OUTLET, WALL MOUNTED, NOTE P Q2011 REYNOLDS, SMITH AND HILLS INC. ❑N 72" TO TV OUTLET, WALL MOUNTED, NOTE P SHEET TITLE B-4 CONDUIT, HOMERUN (PANEL "B", CIRCUIT "4") CONDUIT RUN, CONCEALED, WALL OR CEILING ELECTRICAL ————— CONDUIT RUN, CONCEALED, UNDER FLOOR RENOVATION PLAN SHEET NUMBER E1 w ALL EQUIPMENT/APPARATUS/INFORMATION SHOWN INDICATED BY 1: '' LINETYPE IS EXISTING ALL w w OTHER EQUIPMENT SHALL BE NEW. J_ Q Li � r NOTES: NOTES: 1. Design is based on 120 mph 3 second 7'-1 1" SIGN CABINET & CLADDING DESIGN BY OTHERS. gust design wind speed per FBC 2007 � w/ 2009 supplements. Exposure C. I ELECTRICAL DESIGN 1"DIA.x36" LONG 2. Spread foundation analysis is based on � BY OTHERS. ANCHOR BOLT a safe vertical soil bearing pressure min– imum of 1500 psf. Soil report was not 4%4"X1 2" furnished. Allowable bearing pressure STEEL GUSSET should be verified prior to placement of concrete. Do not place foundation in fill. 5.,x 5"x 1 4' \� / 3 minimume shall compbessive estre�strengthain a of 3000 /\ STEEL TUBE psi in 28 days. f � I � P Y CABINET ��o 13"x13"x3/4" 4. Support member shall be free from STEEL BASE defects and shall meet ASTM A500 r/\X � PLATE grade B with a minimum yield strength of 46000 psi for tube. Plate and angle to 411x411x1/4" HIGH STRENGTH, shall meet ASTM A36. j 0i STEEL TUBE ° • ° ° NON–SHRINK 5. Structural bolts shall be zinc coated A325 GROUT ao ° o ' unless otherwise noted. • ° d 6. Anchor bolts shall be cut from A36 3/4" DIA. BOLT ° round stock. Exposed surfaces shall be galvanized or coated to prevent corrosion. N W/ NUT, FLAT, & 7. All voids between column base plate LOCK WASHERS ANCHOR BOLT PROJECTION DETAIL and foundation ion surface hall be completely filled with high strength, 4' non–shrink grout. 5"x5"x1 / 8. Welds shall be made with E70xx STEEL TUBE 1"DIA.x36" LONG electrodes by persons qualified in ANCHOR BOLT accordance with AWS standards within to BASE COVER the past two years. 0) (.09. Steel reinforcing bars shall conform to GRADE ASTM A615 grade 60 with deformations in _ accordance with ASTM A-305. Welding of -1 11=1 I I-1 I I II I I I I-1 I I-1 11=1 11=1 I I- =1 I I-1 I I-1 I I-1 11=1 11= =1.1 I-1 11=1 I I-1 11=1 11= r _ _ _ _ reinforcing bars is prohibited. — III -III—II 10. This design is intended to be installed - • CONDUITe 11= at the address shown below and should d I I ° ° ( I I— not be used at other locations unless 1d • deemed suitable by a competent Professional Engineer. < d 4. SEE REBAR d ° ° ° SCHEDULE < ° • ALL STEEL BELOW GRADE (INCLUDING EXPOSED ANCHOR BOLTS) ° O" SHALL BE COATED WITH CARBOLINE BITUMASTIC 50 COAL • • ed TAR OR EQUAL AFTER INSTALLATION AND PRIOR TO LANDSCAPING. - j , 3.33 CU. YDS. OF 5'-0" - I CONCRETE REQ'D 6'-0" LEng de".md.�;°,sm�I-f,W;a U..1lh- INSTALLATION ADDRESS: sbd,be ap ed ithwtplans fa he waw m—t of i�ract�E^yne b%LmdW LC. • i WELLS FARGO m Wdithd a�tr and AW••t x W.Ioi•a 1 O31 ATLANTIC BLVD My of the inI moJim maoxa Qhin.<i@O•t CM—t 61••na,'s o.i"i. GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233 REBAR SCHEDULE DO NOT WELD REBAR FLORIDA STATE LICENSE NO.: 45465 i SPREAD FOUNDATION 3" MINIMUM COVER FILE C CLIENT: I cow PLACEMENT SIZE SPACING QUANTITY _ LONG BOTTOM STEEL #4 ,6" 4 r 1 N C O ! ! O ! A T P _ _ L 7500 West Embassy St. Anaheim, CA 92802 LONG TOP STEEL #4 ,6 4 W� a a, �. .�u, _ (I74) 520-9744 FAX: (774) 520-5847 BOTTOM CROSS STEEL #4 16" 5 = TOP CROSS STEEL #4 ,6" 5 ,, REVIEWED FOR CODE COMPLIANCE. LINK Engineering, L.L.C. CITY OF ATLANTIC BEACH L 9051 Executive Pork.Dr., Ste. 200•Knoxville, TN 37923 - _ Phone: (865) 539-4007• Fax: (865) 539-0857 j SEE PERMITS FOR ADDITIONAL f E /NE F N online: ww..Iinkengr.com I - - REQUIUMMSANDCONDITTONS. 1 Florido ;tote Certificate of Authorization No.: 27748 1 -HMA 10-071OR SHT. BY: Project Number. [REVEIRAIMBY' DATE: OF DATE: Drawing Number. _ 7�� r.d l 2 02/09/11 B1 34768R fAn-n a �Lv� I i I . I k ! V I 11" I 13 1/2"03 1/2"x3/4„ STEEL PLATE 1/2" t 1" HEAVY 1/2„ THK j 4 HEX NUT O STEEL GUSSET 7/8„ DIA. CD HOLE N \ 4"x4"x1/4" N �-___ ___ STEEL TUBE ll Ld iiIl oto- 1/2" If I l 5"x5"x 1/4" lL--- STEEL TUBE 1/2" CHAMFER 1"DIA.x36" LONG _-- ___� ANCHOR BOLT PLATE TO TUBE GUSSET DETAIL i 3/16GUSSET TO TUBE GUSSET TO PLATE To —�o 2 1/2"x2 1/2"x1/2" STEEL GUSSET MATCH PLATE DETAIL 112" PARTICULAR CARE SHALL BE ( TAKEN TO PROVIDE SUFFICIENT PREHEAT OF THE THICKER 1/2" THK o OF EMHE TWELD. OTHERWIS FOR THE DN USE I I STEEL GUSSET 1/4 MIN. WELD. ga1M1 ¢r'a I N `' , •..l g., 13"x13"x3/4" $ ' I STEEL PLATE 1 1 4DIA. 4 HOLE -1/2" CHAMFER I GUSSET DETAIL 4„z4„x1/2„ ! STEEL GUSSET IW7E: oee qac"-1-d IN'k cot-ing om the e prop«lyoi INSTALLATION ADDRESS: I - - - Ae EepyiR on • - LJ Z Le�c Fi�gneernq LLC,aW d wir kx Nc no1M ., co9y popel.Ux of Inez aksigns«plans 1«any v«vose other thm the inlendetl opprulim ehd a S"x5"x 1/4" prohmee.;th-1 0*witim comsat m 1!K e�e«:g LLe.a,aon e a WELLS FARGO -I - any of uie Fl«molien—ia W.iIhq.iU l mnemt of oen«,is o vdd'on of iiltlkCWol properly ow end oat Ix lok+olee. 1031 ATLANTIC BLVD o I— STEEL TUBE GREGORY A. CAMPBELL, P.E. ATLANTIC BEACH, FL 32233 j - FLORIDA STATE LICENSE NO.: 45465 CLIENT: i PLATE TO TUBE - com GUSSET TO TUBE - ■ e o erotwr to 3/16 GUSSET TO PLATE t 7500 west Embassy SL Anoneim, CA 92602 (714) 520-9144 FAX: (714) 520-5847 ee LINK Engineering, L.L.C. f 1„ HEAVY HEX NUT, N TACK WELDED BASE PLATE DETAIL - L 9051 Executive Park Dr., Ste. 200 a Knoxville, TN 37923 E iN E iN Phone: (865) 539-4001 a Fox: (865) 539-0851 j - - Online: www.Iinkengr.com l : - _ - Florida State Certificate of Authorization No.: 27148 ANCHOR BOLT DETAIL sHT. 2 BY: HMA ProjectNumber OF DATE: Drawing Number. i 2L 02 / 2/09/11 1 8R B 3476 l � � I