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1600 SELVA MARINA COUNTRY CLUB - REVISION 10 DRAWINGS 0 A REVISION #10 - REVISIONS AS PER CRP PLANS IN RESPONSE TO FIRE MARSHAL c U) I OMMENTS "ON N K u c AS OF: NOVEMBER 19, 2014 0 ARCH I TECTURE REVISED MEZZANINE LEVEL FLOOR PLAN AS PER ROC'S ........... ............. RESPONSES TO FIRE MARSHALL COMMENTS. ADDED ........... ......... .......... ............. CABINETRY BUILT-IN LAYOUT. REVISED COUNT OF OCCUPANCY. ADDED NOTATION FOR OCCUPANCY SIGN. ............. A .......... ............. ...... . .. . .............. ....... ... ................ .................... 01 .......... .......... ............ .......... ............ DDED NOTATION FOR MAINTENANCE AREA SIGN. "m Eli ................ ........ ......I.N.M., ......... ............... ............... ............ .............. .............. .............. ......... .... ........ .. ......... xn_il .................. ........... ...... --------------- ........... K ...... ............ ADDED NOTATION FOR DC315 SPRAY OVER KITCHEN AREAS AS (D ...... ... .......... ......... PER COMMENTS. .......... i ilia! all ....... .. ........... ................ ................... .......... ................ "071- ........ ... .......... ................... .................... -na­ .......... ........... -------------------------------------------- ............ ........... ........... 7Z . . ................. .......... ........ li`-�*`Z A, ... OF, Slll R . ...... ... ..... .... ......... .................. . .. ......... ... ............. .......................... ------- .. .. ...... . ............. ......... .......... ............... ..... .... low ... ....... .................. ............. ... ........ ..........I .. . ....... ... ...... ...... ........... ........................ - ----------- '25 so� an ic eac ori a 0 LL VISIC)N # 10 RPC Res]pionses to Fire Marshal Comments w Novem er 19, 2014 SHEET INDEX. Q A CIVIL, SWIMMING POOL (CONTINUED) ARCHITECTUrNt% ONTINUE MECHANICAL- 1 COVER SP2.0 ZERO ENTRY, WADING POOL, & FOUNTAIN GEOMETRY PLAN A3.10 MAIN CLUB HOUSE - BUILDING SECTION 'A-A' . MO.1 MECHANICAL NOTES, LEGEND & SCHEDULES 2 GENERAL NOTES, LEGEND & ABBREVIATIONS SP2.1 COMPETITION POOL GEOMETRY PLAN A3.20 MAIN CLUB HOUSE - BUILDING SECTIONS 'B-B' & 'C-C' MO.2 MECHANICAL CALCULATIONS 3 PRE-DEVELOPMENT DRAINAGE PLAN SP2.2 COMPETITION POOL SECTIONS A3.30 TOWER ENTRY, CABANA / TENNIS / FITNESS CENTER - MO.3 MECHANICAL SPECIFICATIONS 4 POST-DEVELOPMENT DRAINAGE PLAN SP2.3 WADING POOL & WATER FEATURE SECTIONS BUILDING SECTIONS 'D-D', 'Dl-Dl % 'D2-D2', 'E-El, & 'F-F' M1 .1 CLUBHOUSE MECHANICAL PLAN 5 DEMOLITION PLAN SP3.0 ZERO ENTRY, WADING POOL, & FEATURE MECHANICAL PLAN A4.10 MAIN CLUB HOUSE - WALL SECTION 'Al ' M1 .2 FITNESS CENTER MECHANICAL PLAN 6-7 EROSION & SEDIMENT CONTROL PLAN SP3.1 COMPETITION POOL MECHANICAL PLAN A4.20 MAIN CLUB HOUSE - WALL SECTION 'A2' M2.1 MECHANICAL DETAILS 8 EROSION & SEDIMENT CONTROL DETAILS & STORM WATER SP3.2 EQUIPMENT AREA MECHANICAL PLAN A4.30 MAIN 'CLUB HOUSE - WALL SECTION 11311 M2.2 MECHANICAL DETAILS POLLUTION PREVENTION PLAN SP4.0 POOL DETAILS A4.40 MAIN CLUB HOUSE - WALL SECTION '132' 9-12 CENTERLINE GEOMETRY PLAN SP4.1 POOL DETAILS A4.50 MAIN CLUB HOUSE - WALL SECTION 'Cll ELECTRICAL 13 CENTERLINE GEOMETRY PLAN (PHASE 11) SP4.2 POOL DETAILS A4.60 MAIN CLUB HOUSE - WALL SECTION 'C21 EO.1 ELECTRICAL NOTES, LEGEND & FIXTURE SCHEDULE 14-15 CLUBHOUSE GEOMETRY PLAN SP4.3 COMPETITION POOL FILTRATION UNIT A4.70 CABANA / TENNIS / FITNESS CENTER - WALL SECTION 'El ' EO.2 ELECTRICAL RISER DIAGRAMS 16-18 LOT GRADING PLAN SP4.4 WADING POOL FILTRATION UNIT A4.80 CABANA / TENNIS / FITNESS CENTER - WALL SECTION 'F1 ' EO.3 ELECTRICAL PANEL SCHEDULES 19-26 PAVING & DRAINAGE PLAN SP4v.5 INTERACTIVE WATER FEATURE D TAILS A4.95 BRACKET & BEAM DETAILS E1 .0 ELECTRICAL SITE PLAN cn 27 PAVING & DRAINAGE PLAN (PHASE 11) SP4.6 INTERACTIVE WATER FEATURE DETAILS A4.96 BRACKET & CORBEL DETAILS E1 .1 POWER & COMMUNICATIONS PLANS 28-29 CLUBHOUSE PAVING & DRAINAGE PLAN SP5.0 COMPETITION POOL RECIRCULATION SYSTEM SCHEMATIC A5.1 0 BUILDING WRAP DETAILS E1 .2 KITCHEN & BAR POWER PLANS 30-32 PAVING, CURBING, & DRAINAGE DETAILS SP6.0 LIFE SAFETY PLAN A6.10 WINDOW SCHEDULES - MAIN CLUB HOUSE, CABANA, & TENNIS E1 .3 ELECTRICAL ROOF PLANS z Z) 33-53 PLAN & PROFILE SP7.0 STRUCTURAL DETAILS FITNESS CENTER E2.1 LIGHTING PLANS 0 54-55 PLAND & PROFILE (PHASE 11) SP8.0 POOL & FOUNTAIN ELECTRICAL PLAN 7 DETAILS A6.11 DOOR SCHEDULES - MAIN CLUB HOUSE, CABANA, & TENNIS 56 MASTER WATER & SEWER PLAN FITNESS CENTER PLUMBING 57-58 CLUBHOUSE WATER & SEWER PLAN ARCHITECTURAL 4 w ;"NA. A6.1 1 A DOOR TYPES PO.1 PLUMBING NOTES, LEGEND, & SCHEDULES 59-62 WATER & SEWER DETAILS A2 AAO.00 COVER SHEET A6.20 WINDOW DETAILS PO.2 PLUMBING SPECIFICATIONS 63-64 GORMAN-RUPP PUMP STATION DETAILS AO.05 ABBREVIATIONS A6.21 WINDOW & DOOR DETAILS P1 .1 CLUBHOUSE PLUMBING PLAN 65 PRIVATE PUMP STATION PLAN & DETAILS A AS1 .00 SITE PLAN A6.22 DOOR DETAILS P2.1 CLUBHOUSE SANITARY PLAN < 66 MAINTENANCE OF TRAFFIC DETAILS 4 3�2 Al .05 MAIN CLUB HOUSE, CABANA, & TE14NIS FITNESS CENTER - A6.40 HANDICAPPED & MOUNTING HEIGHT DETAILS P2.2 CLUBHOUSE DOMESTIC WATER PLAN CODE RESEARCH & LIFE SAFETY PLANS A7.1 0 INTERIOR ELEVATIONS - MAIN CLUB HOUSE P2.3 FITNESS CENTER SANITARY PLAN LANDSCAPING &l4A/4\/3\/2\ A1 .06 GENERAL MANAGER'S OFFICE / SECURITY / HVAC MECHANICAL A7.20 INTERIOR ELEVATIONS - CABANA P2.4 FITNESS CENTER DOMESTIC WATER PLAN L-1 OVERALL LANDSCAPE SITE PLAN MEZZANINE CODE RESEARCH &LIFE SAFETY PLAN A7.30 INTERIOR ELEVATIONS - TENNIS / FITNESS CENTER P3.1 RISER DIAGRAMS L-2 TERRACE / FORMAL LAWN PLAN A1 .10 MAIN CLUB HOUSE, CABANA BATH, & TENNIS / FITNESS CENTER - A8.10 MAIN CLUB HOUSE, CABANA BATH, P3.2 RISER DIAGRAMS L-3 POOL TECK PLAN 1/8" SCALE & TENNIS / FITNESS CENTER - FINISH SCHEDULES P3.3 RISER DIAGRAMS 8 7 A L-4 HARDSCAPE DETAILS �3\ A1 .1 1 ZONES 1 & 1 .1 - MAIN CLUB HOUSE - FIRST FLOOR PLANS A8.20 TRIM PROFILES P3.4 RISER DIAGRAMS P L-5 HARDSCAPE DETAILS /8\ A\� A1 .1 1A ZONES 1 .1 - MAIN CLUB HOUSE GRILLE WINDOWS A8.30 DECORATIVE BEAM, TRIM, & CORBEL DETAILS P3.5 RISER DIAGRAMS L-6 MASONRY FIREPLACE PLAN & DETAILS 8 ���- 4 Al A1 .12 ZONE 2 - MAIN CLUB HOUSE - FIRS FLOOR PLAN A8.40 TRIM DETAILS P4.1 PLUMBING DETAILS co 8 7 n4 L-9 BAG DROP PERGOLA PLAN & DETAILS A1 .13 ZONE 3 & 4 - CABANA BATH, & TENNIS / FITNESS CENTER - /6\A. ;V4%/4\ AlO.11 ZONES 1 & 1 .1 - REFLECTED CEILING PLANS z w L-10.1 PLANTING PLAN - SOUTH FIRST FLOOR PLAN 6 4 4 A10.12 ZONE2 - REFLECTED CEILING PLANS FIRE PROTECTION 2 A, X\�t)A4 "/3\ 2 L-10.2 PLANTING PLAN - NORTH A1 .20 ZONES 1 & 2 - GENERAL MANAGER'S OFFICE, SECURITY & HVAC 6 4 4 A10.13 ZONES 3 & 4 - REFLECTED CEILING PLANS FPO.1 FIRE PROTECTION CRITERIA & FLOOR PLAN 0 L-10.3 PLANTING NOTES & DETAILS MEZZANINE, CABANA & TENNIS / FITNESS CENTER PLANS 4 4 Al 0.20 ZONE 1 - MAIN CLUB HOUSE - SECOND FLOOR - FPO.2 FIRE PROTECTION DETAILS & OWNER'S CERTIFICATE < 1: L-1 1 .1 IRRIGATION PLAN - SOUTH A1 .30 MAIN CLUB HOUSE, CABANA BATH, & TENNIS / FITNESS CENTER REFLECTED CEILING PLAN FPO.3 FIRE PROTECTION SPECIFICATIONS co ce L-1 1 .2 IRRIGATION PLAN - NORTH ROOF PLANS - 1/8" SCALE L-1 1 .3 IRRIGATION NOTES & DETAILS A2.1 0 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - EAST ELEVATION FOOD SERVICE - EQUIPMENT w w L-12.1 LOW VOLTAGE LIGHTING PLAN - SOUTH Z��3 A2.20 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - NORTH & SOUTH A8 FS 1 .10 FOOD SERVICE PLAN - KITCHEN U- 0 L-12.2 LOW VOLTAGE LIGHTING PLAN - NORTH ELEVATIONS FS 1 .20 FOOD SERVICE PLAN - BAR A2.21 EXTERIOR ELEVATIONS - TOWER ENTRY & PORTE COCHERE - w cn z SWIMMING POOL NORTH & SOUTH ELEVATIONS STRUCTURAL 0 cn SPO.1 INDEX, GENERAL NOTES, & EQUIPMENT LIST A2.30 EXTERIOR ELEVATIONS - MAIN CLUB HOUSE - WEST ELEVATON SO.1 DESIGN CRITERIA & GENERAL NOTES w Of SP1 .0 OVERALL SITE PLAN A2.40 EXTERIOR ELEVATIONS - CABANA 3ATH, & TENNIS FITNESS CENTER - S1 .1 MAIN CLUB HOUSE FOUNDATION PLAN 101- EAST & NORTH ELEVATIONS S1 .2 MAIN CLUB HOUSE ROOF FRAMING PLAN Of A 4 A2.50 EXTERIOR ELEVATIONS CABANA 13ATH & TENNIS FITNESS CENTER S1 .3 FITNESS CENTER FOUNDATION & ROOF FRAMING PLAN A WEST & SOUTH ELEVATIONS S2.1 SCHEDULES & DETAILS 0 S2.2 SECTIONS & DETAILS > S3.1 FOUNDATION SECTIONS & DETAILS w ARCHITECT: 0 gggl TF-WO 1-42 S4.1 ROOF SECTIONS & DETAILS A+A-:-AR4 27, S4.2 ROOF SECTIONS & DETAILS _N, V- �LII.,�- A REVISION#10-REVISIONS AS PER CRP PLANS IN RESPONSE TO FIRE MARSHAL NOT MEASURE DRAWINGS � 1 COMMENTS 'Y \ ` DO ' �CrOFAnAn � � I � i4r1'C�S r - - - - - - - - - - - - , I .� ` AS OF: NOVEMBER 19 2014 NOT06 " CONMICnox G► �o NERAL NQT� I \ REVISED MEZZANINE LEVEL FLOOR PLAN AS PER ROC'S I I \ kESPONSES TO FIRE MARSHALL COMMENTS. ADDED — J L_ — \` CABINETRY/BUILT-IN LAYOUT. REVISED COUNT OF .......-... `DCCWANCY. ADDED NOTATION FOR OCCUPANCY SIGN. ADDED NOTATION FOR WUNTENANCE AREA SIGN. 2 %; I I � — — � _ �\ - � '--` -• :sir - _- 2 ADDED - ,I .......... ...... \ TION FOR DC315 SPRAY OVER IQTCHEN AREAS AS PER COM ;' r. ZONE] F \ \ ZONE 2LO :- I :: ZONE ZONE N O 3 4CN M O }ZONE .:. (:... I M A CU !: : � O ,- - cc 70 0 CO - � L L 0 141) FL Cn STAIR ....:;_;.. �.: — CD , C 12 1 rp O N Cn Y O t:....-x:�::: KEY .... }- - - - - - - - - PLAN } 1CU - - - - - - - - - - - - - - - - - - - - - - - - - Scale: N.T.S. � U. �� x C" LL PLAN ` Iv o NORTH �? 0) (D Ci i CP "' I 12 L M d' I I--- - - - - - - - - - - - - - - - - - I CU U CODE acc ANALY51S-FBC 2007 a W/2009 M001FICATIONS 4- U U PROVIDED SIGN TO STAVE: o CHAPTER 6-B /� ANCY COUNT OI I , ----- -- ----------------------------- I — —— — — — 'OCCUP N �<•` �.�.+'• --J UILDINGTYPE: (D 'OCCUPANCY � TYPE V B-UNPROTECTED SPRPlKLERED' I t>s GREATER THAN 5 AS PE FIRE � CHAP TER 3-OCCUPANCY: C) N (J ' N MARSHAL'S DIRECTION.' ' I f '.I.ATI�?ING..�; 200 ASSEMBLY"A2",RESTURANT ap tt .� O N I I I AREA$HEIGHT '•f {: (a)FIRST FLOOR: 16,662 SQ.FT y, I I I b ATTIC STORAGE: 1,214 4 SQ.FT. 1 GUEST 36"DOOR { I I � TOTAL 17,876 SQ.FT. — 90 EGRES I I (c)BLD'G HT.(2 STORIES '504.2 ADDITIONAL STORY ALLOVIED :ACCOUNTING >. 200A (6000 SFCUPANCY 11,111. REGI 11 WEKTS CH.5 I L_ a -ALLOWABLE AREA CAN BE INCREASED BY 300%-AUTOMATIC SPRINKLER IN COMPLIANCE WITH FBC 903.3.1.1 {` AREA ALLOWED:18,000 SF(SEE ABOVE) 1 EMPLOYEE' PROVIDED AREA:17,876 SF 17,876<18,000-IN COMPLIANCE (b)506.2 STREET FRONTAGE INCREASE NOT USED AT THIS TIME. NCY I FIRST OCCUPA (CHAPTER 10)T.1004-1.1 I FLOOR PLAN-ALLOWED-PERMITTED/PROVIDED 542 Pp/ ` `: /,' , 442 PP - .y - _ - ---- '{2r ,y'."3"';::i:�a°'..f'"a%.u-..3.,:'-•':: _':-,};..,.-'".:' :": :22;1`:',.-.i:J.•`•:"•: .;:'f:s;•r.••:• lf.. .,.:..,n -- ,;: r..'•-H':•;:+:-v4 ;.:,. .GC:.rSf:'.3 .4`:ri36':+t-':" 'f,:a:: :`'< s$::'$'.`::°,•;:::;J,:•7ir':}.;tr: ..'::2'':-J-. (a)ALLOWED-KITCHEN 1 UTILITY-2 471 SF/200 SF/ CONSUL NTS GROSS = 12PP 1F ............................................... _ = PERMITTED/12P PROVIDED SECURITY I , c � >-',-�aTE ONE s?� RM P P STRUCTURAL �� TELEPHONE.»��' 1 GUEST ,$: HV AL AREA { /MECHANIC I (b)ALLOWED-SEATING-"GRILL"-1 005 SF/15 NET AC 203 203A EXIT TRAVEL DISTANCE MEZZANINE 2 r. I -67PP-PERMITTED 140PP-PROVDED-IN COMPLIANCE MCVEIGH & MANG UM I GENERAL 'E'"P`°' 1_FEET> 100 ft ALLOWED I (c)ALLOWED-SEATING-BAR -301F/ 18 PER SEAT ENGINEERING INC. MANAGER'S :- E 20PP(PERMITTED)/14 PP(PROIGDED)-INCOMPLIANCE ' OF - F PASSAGEWAY#1 -3 9133 RG SKINNER PARKWAY 1 _ _.--- ..-_. ------. - `<_' -- ' - FIBC/102 2, 36"<50PP (PERMITTED SEATING-"DINING LG�GIA"-656 SF/15 NET =43PP JACKSONVILLE I 2 - E 16 PROVIDED-IN COMPLIANCE 32256 { D L t / }.v PH: 904.483.5200 -- -�l'{�•n '$,E,e{�{.:..',r:i - - •::7.•- N::s:,q:+3•:^' .;,x.. {-za;.x-:r:y:,is. I (e)ALLOWED-SEATING-"DINING ^ H :�{y$ /{fes -..-.,........ :::iL:+�:.. '-ir1y :;=<:>-e•"•-S:•c33,i; :'{s'S �.:=-t i }':.'� .> .ry••YS+ :. -}.•v.. : "�,�`-„ s-!,�'�"'�,: r:r"o' r�d` �'3-:'3�"•f (PERMITTED)162 PP(PROVIDED)N COMPLIANCE NET =119PP MP&FP I (9 ALLOWED-FOYER$RECEPTIoa 379 SF/ 5 GROSS =75PP MCVEIGH & MAN G U M CODE ANALYSIS- FBC 2007 (PERMITTED)/75 PP PROVIDED-IN COMPLIANCE PROVIDED SIGN TO STAITE: I W/2009 MODIFICATIONS (g)ALLOWED- DINING VESTIBULE&WAITING 262SF/15NET= 17 ENGINEERING, INC, I PP(PERMITTED)/12(PROVIDED)-N COMPLIANCE 9133 RG SKINNER AINTENANCE PURPOSES ONLY' CHAPTER 6-BUILDING TYPE: ER PARKWAY I TYPE V B-UNPROTECTED"SPRINKLERED” (h)ALLOWED- OFFICES 984 SF/Too GROSS= 9 PP(PERMITTED)/ JACKSONVILLE, FL 32256 7(PROVIDED)-IN COMPLIANCE D I CHAPTER 3-OCCUPANCY: PH: 904.483.5200 1"- ( ASSEMBLY"A2",RESTURANT (9)ALLOWED- LOCKERS 1660 SF/50 GROSS LLIF- I I AREA$HEIGHT: =33 PP(PERMITTED)/33(PROVIDED)-IN COMPLIANCE ELECTRICAL (a)FIRST FLOOR 16,662 SQ.FT (h)ALLOWED-MERCANTILE(GOLF PROSHOPS) MCVEIGH & MANGUM (b)ATTIC STORAGE 1,214 SQ,FT. 580 SF/30 GROSS= 19 PP(PERMITTED)/19PP(PROVIDED)-IN Q TOTAL: 17,876 SQ.FT. COMPLIANCE I ENGINEERING, INC. t )=34"-7 (!)ALLOWED-MERCANTILE(TENNIS PROSHOPS) 425 SF/30 GROSS 9133 RG SKINNER PARKWAY '504.2 ADDITIONAL STORY ALLOWED = 14 PP(PERMITTED)/14(PROVIDED)-IN COMPLIANCE JACK I (c)BLDG HT. 2 STORIES* ^ ZI — —� SINGLE EXIT ALLOEWED PER TABLE 1021.2 JACKSONVILLE, FL 32256 PH: 904.483.5200 U)ALLOWED-EXERCISE W/EQUIP.1288 SF/50 GROSS U I I =25 PP(PERMITTED)/25(PROVIDED)-IN COMPLIANCE LANDSCAPE ARCHITECT O I I — — — — — — — — — — -- - — — — — — I (PERMITTED)/EXERCISE(PROVI ED)-EQUIP. 828 SF/IN COMPLIANCE 15 GROSS= 55 PP EUTHENICS STUDIO I I I r I 1650 BEACH AVENUE _ _ _ _ _ _ _ _ I 300 PERSON THRESHOLD VOICE EVACUATION SYSTEM ATLANTIC BEACH, FL 32233 Z _ _ _ _ _ I O I I I I PROVIDED ACTUAL R0442 PINDOOR AND OUTDOOR COVERED SPACE PH: 904.246.6219 W I I _ _ _ _ _ _ r , I ADPL ATION OF THE VOICE EVACUATION P'>30OPP -THE FIRE MARSHALL I EM EQU R LL DETERMINE FINAL MENT. I I — J I I OCCUPANCY COMPLIANCE-552 PERSON P R _ — — — J ACTUAL PROVIDED INDOOR AND OUTDOOR UNICOVERED$ REVISION DATE I —' -- — COVERED SPACE o i I SEE SEATING TABLE PERMIT SET 12/13/13 a I I L- — — — — — — — — — — I 442 PP<542PP — _j REVISION PLAN CHANGES 01/31/14 I NUMBER OF EXITS$CONTINUITY CHAPTER70 T1019.1 Q I (13)PROVIDED(c�MAIN CLUB Q REVISION U) EXITS REQUIRED PER FLOOR 03/25/14 (9)PROVIDED Q CABANNA$FITNESS 2 LIFE SAFETY PLANS — —� ---� � REVISION 3 MEETING COMMENTS 04/17/14 Z I EXIT ACCESS TRAVEL DISTANCE T 1016.1=250 LF-REQUIRED WI FIRST FLOOR-CURRENT MAX.TRAVEL DISTANCE-115 FT.- REVISIONS m I I WIDTH VARIES-MINIMUM=44"WIDE(COMPLIANT 225 LF>115 LF) ZkARPC PLAN REVISIONS 05/22/14 EGRESS WIDTH 1005 1(T46LE) 2 I ( MAIN CLUB-828 EGRESS INCHES PROVIDED/82 INCHES REQ'D. REVISION CABANNA BATH$FITNESS -504 EGRESS INCHES PROVIDED/25 5 RPC PLAN REVISIONS 06/18/14 O INCHES REQ'D. REVISION Z OWNER'S REVISIONS07/28/14 >- I i I PLUMBING FIXTURE COUNT FPC TABLE 403.1 I FIXTURE / TYPE REQUIRED PROVIDED REVISION-RPC - ADA a I- -�- — BUILDING CODE REVISIONS 08/07/14 (M$W)1 PER 75 ) REVISION-RPC - IW-- (a)WC$URINALS (MEN-8WC$5 URINAL Q I 542 PP/75=7 UNITS Z I (b) LAVATORIES U I (WOMEN-12 WC) (M$W)1 PER 200 8 FIELD MEASUREMENTS 10/08/14 REVISION- D I I 542 PP/200=3 UNITS (MEN$WOMEN)11 EA. I (c) DRINKING FOUNTAIN 1 PER 500 RESTURANT A LIFE SAFETY PLAN 10/22/14 NOT REQUIRED (d) SERVICE SINK 1 R REVISION-RPC RESPONSE O I I I EQ'D t1) � SE 11/19/14 i. I I TO FIRE MARSHAL COMM. I I I ARCHITECTS SEAL NOTES F 0 I I I. DRAWINGS SHALLIBE PROVIDED BYENT ISOMETRIC DHOOD CONTRACTORESIGN& P w LICENSED FIRE SUPPRESION CONTRACTOR PRIOR TONAL Q I I INSPECTION.FBC 426.3.4 a_ I I 2. ALL F FABRICS&COVERINGS TO BE IN COMPLIANCE NFPA D. — — —' — — — -J 3. PROVIDE PANIC HARDWARE ON ALL EGREES DOOR(TYP. o L - - - ) H MONARCH SERIES OR EQUAL. FBC 1008.1.9 DOORS 4- SHOP DRAWINGS FOR THE FIRE ALARM SYSTEM SHALL BE of SUBMITTED FOR SEPERATE PERMIT. 2 ZONE - GENE GENERAL MANAGER'S OFFICE 5. SHOP DRAWINGS FOR THE FIRE HOOD EXTINGUISHING - , SECURITY & HVAC MECHANIC SYSTEM SHALL BE SUBMITTED FOR SEPERA E PERMIT. AL MEZZANINE - LIF � ! O A1.06 stele: 1/8" E SAFETY F E TY PLAN 6. SIGNAGE/POSTING OF OCCUPANT LOAD WHERE REQUIRED O PER FBC 1004.3. . W U 0 0 7. IN ACCORDANCE WITH FLORIDA ADMINSTRATIVE CODE 69A-60.0081,THE MAIN ENTRANCE DOOR SHALL BE MARKED CL WITH AN APPROVED MALTESE CROSS SHOWING THAT THE TRUSS TYPE CONSTRUCTION. ROOF STRUCTURE OF THE TOWER CONTAINS LIGHT FRAME D W j 8- FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED CADD DWG. FILE NO. LU IN ACCORDANCE WITH NFPA 101-12.3.4.1.1 FIRE ALARM SYSTEM ENGINEERED DRAWINGS TO BE SUBMITTED UNDER Call SEPARATE PERMIT. i- Q 9. NFPA 101-7.10.1.3 EXIT DOOR TACTICAL SIGNAGE. SCALE FOLOWING CRITERIA,UNLESS OTHERWISE PROVIDED IN TACTICAL SIGNAGE SHALL BE PROVIDED TO MEET THE 7.10.1.4 AS SHOWN (1) TACTICAL SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN. GN. DRAWN BY (2) TACTICAL SIGNAGE SHALL READ AS FOLLOWS: EXIT H (3) TACTICAL SIGNAGE SHALL COMPLY WITH ICC/ANSI Q Al 17.1.EMERICAN NATIONAL STANDARD FOR SMZ F- ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES d LEGAL DESCRIPTION Z LIGHTING 0 FLUORESCENT FIXTURE CONNECTED TO EMERGENCY BRANCH W Q DIAGONAL SHADING DENOTES LIGHT FIXTURES W CIRCUIT. PROJECT QUADRANT INDICATES F T PHASE W EXIT LIGHT FIXTURE FACE(S)OF FIXTURE) U) DIRECTION ARROWS AS SHOWN(SHADED U i FIRE ALARM/DETECTION SYSTEM/LIFE SAFETY PERMIT SET D PROJECT NUMBER Q MANUAL PULL STATION PHOTOELECTRIC e CEILING SMOKE DETECTOR ® SMOKE DETECTOR 18-1 1- W AREA & OCCUPANCY CALCULATIONIONIZATION TABLE COMBINATION AUDIBLE/VISUAL EM SMOKE DETECTOR H CALCULATION &COMPARISON OCCUPANCY ZONE HORNIFLASHING"FIRE"LIGHT U DUCT W ® SMOKE DETECTOR TABLE MISC. c oR VISUAL SIGNALLING UNIT-WALL SITTING MOUNTED-FLASHING"FIRE"LIGHT FDA FIRE DEPT. N ONLY(NO AUDIO DEVICE) ACCESS NEW CONSTRUCTION a C MISC. hL TABULATION {S) ODE REQUIRED COUNT O FIRE EXTINGUISHER LOCATION TYPE-'2A10BC' FDC FIRE DEPT. Z FBC CODE SECTION WAITING KITCHEN Bq MULTI- © FIRE E CONNECTION EXTINGUISHER LOCATION GRILL SEAT COUNT ONLY TYPE-V(KITCHEN) ATLANTIC BEACH, FLORIDA o _ LOGGIA PURPOSE E DINING OFFICE MERCANTILE EXERCISE LOCKER STANDING SITTING HALL S GROSS AE AUTOMATIC EXTERNAL U y'Y: '�1}1 x, GOLF SHOP TENNIS SHOP WITH EQUIPMENT WITH NO EQUIPMENT INDOOR DEFIBRILLATOR OOR OUTDOOR TOTAL TOTAL � ,. p0 TABLE 64LF >^ :s, :r r' xxx c <c ;3� f c;;:;<<::, PP _MDATLANTIC E� EMERGENCY BACK UP LIGHTING �� Ay 'I` I M M ': £ '' FSA FIRE ALARM SYSTEM :; Y` " /3 262 SF/15 z,z 1004,1.1 =21 =17 /200 GR SS 30LF/18" 1005 SF /7 656 /7 549/15 1795/7 �.i _ (WITH EXCEPTION 1004.2) APPLIED =12 PP =20 =143 PP =93 PP =3$PP =256 PP 984/100 580 /3D 425/30 1288/30* 828/25* 1660 SF/25 ANNUNCIATOR EST.#QS1 LSRA ° COUNTRY CLUB 9 PP 19 PP =14 PP =42 PP =740 PP 714 SF ✓ =50 PP =66 PP =47 PP 787 787 PP R MALTESE CROSS-IN ACCORDANCE WITH FLORIDA 0. �C ALTERNATE NOT PURSUED ADMINISTRATION CODE 69 - A-60.0081,THE MAIN ENTRANCE ,, a GENE RAL MANAGER'S DOOR SHALL BE MARKED WITH AN APPROVED MALTESE ,✓ o DESIGN PROVIDED COUNT CROSS SHOWING THAT THE ROOF STRUCTURE OF THE TOWER CONTAINS LIGHT FRAME TRUSS TYPEOFFICE / SECURITY HVAC =87 PP =12 PP =14 =40 PP =16 PP corarRucTloN. Z1, MECHANICAL MEZZANINE These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the -�PP =62 PP =s PP =19 PP =14 PP =42 PP =50 PP =66 PP =418 PP NOTES overall form of the structures,the arrangement and composition of spaces,the materials and selections,and oil other elements of the design. Unauthorized use of CODE RESEARCH.t =24 PP 442 these materials can result in substantial criminal and civil liability. 442 PP **SEE ELECTRICAL PLANS FOR FURTHER LIFE SAFETY FEATURES LIFE SAFETY PLAN i Al 06 ■ j i I /�C-�Cl DO NOT MEASURE DRAWINGS 17N-3" NOT" OF MY M ML D12 M ZPMCMS SZZ GEMAT, NO= ----------- . .......... ........ ............. - ------------------ ------------- -------------- r-3 Uj A4.40 -------------------------- -------------------- .................................. ..................------------------------------------- Uj LU LU z :L g z -----.................. ............... ................................................ ----------- ----------- ------------------------- ------- ------------------------------ ---------------------------------------- ----------........................, --------------- ...... -------------------- ............................................................................... -------- ..y "40`1� ................................---------- ------------- ---------------------------- U) zol ......................... 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CV) C0 00 PLAN STAM NORTH 0) C-1i N REVISIONS AS PER CRP lie 0 AREVISION#10 . . .........--------------- .................--------------------.................................................................................................................................. -----------------------------------.................... -------------------------- C3) .......... --------- ------- ........ ................. ----- CU ---------------------------------- -------------------------------------------- PLANS IN RESPONSE TO FIRE MARSHAL .......... ....... ................... -------------- ----------- .................... tc -------------- ........... ........ ........... U ----------------- ............. .................. ......------------------ COMMENTS ---------- ................................................................................. ............................................................................. 0 ............ AS OF: NOVEMBER 19,2014 REVISED MEZZANINE LEVEL FLOOR PLAN AS PER ROC'S ......................... -------- ......... ------------................. -------------------------------------- . ::: : .............. .. ......------------ .............. -:--- ----------------------------- RESPONSES TO FIRE MARSHALL COMMENTS. ADDED IM)ING .......... WALL LEGEND ------------------- -IN LAYOUT. REVISED COUNT OF co ------------- -------- CN CABINETRY BUILT Cq OCCUPANCY. ADDED NOTATION FOR OCCUPANCY SIGN. SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS ----------------- EXTERIOR ............... ADDED NOTATION FOR MAINTENANCE AREA SIGN. .........--------------------- .... R MESH, WOOD SHAKES,BUILDE ----------------- ------ ...... .......... ---------- ................ .......... ....... ... .............................. ................................................. ................... ...... ..................................................... ................ .................. 1/2"GYPSUM WALL BOARD ... .......... .......... ............. ........ ......... 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD .......... E] EXTERIOR PROVIDED SIG14 TO STATP: i ............................ ................................... ADDED NOTATION FOR DC315 SPRAY OVER KITCHEN AREAS AS 'OCCUPANCY C OUNT NC' ....... PER COMMENTS. EXTERIOR WOOD PANELING,BUILDER MESH, ............................ 24 EXTERIOR 3/4"PLYWOOD SHEATHING,2X8 WOOD STUD INTERIOR 1/2'GYPSUM WALL BOARD ---------- GREATER THAI 15 AS PERIZ' FIRE LAN ING EXTERIOR MARSHAL'S DI RECTION. 1 2 EXTERIOR 3/4'PLYWOOD SHEATHING, 67-7' INTERIOR . ................... ...... ......... EXTERIOR WOOD SHAKES,BUILDER MESH, ............ ............ L 314"PLYWOOD SHEATHING,2x8 WOOD STUD, 2-8 EXTERIOR ----------------- 314-PLYWOOD SHEATHING,BUILDERS MESH, .....--------------- ................... ................ -------------------------------- ....... ----------------- ................................ r WOOD SHAKES ............. ---------------- w w INTERIOR z z 2x4 INTERIOR INTING ---------------------- ...... 2x6 1/20 GYPSUM WALL BOARD 0z] LL INTERIOR OR WOOD STUDS 1/2"GYPSUM WALL BOARD INTERI . ................. .....----------- MCVEIGH & MANGUM 2x10................ .. ......... --- ------- ....... -------- ................. 0 AW ------------- .. ............. ENGINEERING, INC. ---------------------------------- --- -------------------- 9133 RG SKINNER PARKWAY .........----------------- INTERI R . . I ........ -------------------- -F6... . ........ -—--------------- ----------------------- JACKSONVILLE, FL 32256 2 F TILE,1/2'GREEN BOARD,112-GYPSUM WAL ........... AHU-5 GYPSUM WALL BOARD,WOOD STUD,112 WET WALL BOARD (USE AT WET WALL ASSEMBLY) INTERIOR -�EWLft MP&FP 2x4 I WMT A4 SECURITY r—A,� :TELEPHONE: HVAC MECHANICAL AR INTERIOR AREA ZZANI E MCVEIGH & MANGUM ----------- FU F203 9 F203A 204 STORAGE ------------------- --------------------------------------- GENERAL 1EMPLOYEE INTERIOR A4.10 F200A MANAGERS ENGINEERING, INC. '7 WAM OR BOARD(USE AT WET WALL ASSEMBLY)WOOD STW INTERIOR 9133 RG SKINNER PARKWAY - ------------------------ -------------- WET WALL STUD,1/2"GYPSUM WALL BOARD,1/2-GREEN JACKSONVILLE, FL 32256 OFFIC TILE,1/2"GREEN BOARD,1/20 GYPSUM WALL -------- T-0' INTERIOR INTERI -------------------------- .......... ------- ----------------- ..................... F 2X4 BOARD(USE AT WET WALL ASSEMBLY),TILE ------------------- ----- --- ---- —-- ...... .. ..................... --------- --------- INTERIOR PH: 904.483.5200 ME:..................... .......... . ... ....... .............. ........ INTERIOR 0, INTERIOR STUD W/GREEN BOARD TO 60"A.F.F. ELECTRICAL ... ....... E 2A 7 SHOWER WALL 1/2'GWB(ABOVE) INTERIOR SCUTTLE V JOCES PROVIDED SIGNTO MCVEIGH & MANGUM S T�%E. I ADDER S ............ ENGINEERING, INC. Uj 'MAINTENANCE PURP ONLY . .................. 9133 RG SKINNER PARKWAY ---------- ------------ .............................. ...... ............... ---------------------------------------------------------------------- ------------------------------------------------------------------------- ..................... ............................................. 904.483.5200 ..........Uj . .............. ........................ ....................--------------- ... PH: .......... LANDSCAPE ARCHITECT -------------------------------------------------------------------- ............ EUTHENICS STUDIO ----------------- ------------------ ------ ------ --------------- 1650 - ------------.. ............... ir4r------------------------------------ .......... ATLANTIC BEACH, FL 32233 z ...........-------------------------- 0 ----------------------------------------- ----------------------------- I------------------------- ....... PH: 904.246.6219 ------------------------- ---------- L)LL 0 ....................................................... ...... REVISION DATE ............ SP ------------ --------------------- -- ---------- .......... ---------------- Uj ---------------- z ........... ..................... ?D .................................................................. .... ... .................. ---------- ....................... PERMIT SET 12/13/13 z .......... U) ................... -------------- L) ... . .................... ----------------------- ------ ----- -------------------------------- REVISION z --------------- ------------------------------------- ---------- PLAN 01/31/14 Uj ............ -------- ------................. ....................................................... - --------- ------------ ............................... ..... ............. .................................................. .......................................................... ............................................... ----------- ---------------------- ------------------------------------------ r REVISION LIFE SAFETY PLANS 03/25/14 /T REVISION 04/17/14 MEETING COMMENTS 0 REVISIONS 05/22/14 ------------------------------------ /4\A RPC PLAN REVISIONS z REVISION LU 06/18/14 RPC PLAN REVISIONS REVISION ................... -------------- .......... > ----------- z 07/28/14 OWNER'S REVISIONS .............. -.—:.................. .......------------ ----------- --------- -------------------------------- r7 F-F REVISION RPC ADA 08/07/14 A3.30 0 BUILDING CODE REVISIONS REVISION-RPC 10/08/14 0 FIELD MEASUREMENTS U- REVISION z ............ 10/22/14 --------------------------- LIFE SAFETY PLAN ------------- :3 .......... —----- z ...................... ................................................................ .................................... REVISION RPC RESPONSE .............................................----------------------------.................... ------------- ...... 11/19/14 w . .............................. -- ------------ ........................... ............. ............ --- ------------- ------------ TO FIRE MARSHAL COMM. . ............ . .................. I.I................. ..............................................----------------- .............. ARCHITECT'd SEAL z 0 UJI Uj 0 0 LU .......... ..................................................................... 174-3" Uj -----------------------------------------------------------------------............................................................---------- U) E-E Lu A3.30 CADD DVVG. FILE NO. 0 0 rl&2 MAIN CLUB HOUSE GENERAL MANAGERS OFFICE, SECURITY & HVAC MECHANICAL MEZZANINE PLAN ui SCALE �2O Scale: 1/8"= V-0" d ............ U) AF AS SHOWN -------------- LU DRAWN BY 2 ATLANTIC BEACH COUNTRY CLUB MZ ........................ ......................................................................................---------.................. ------------------...................................................................................................................................... ................ .......................................................................................................................... ........... .............. .............. AREAS: ................... IS : ;.................... ............................. .. ........................................ .............. LEGAL DESCRIPTION ----------- .'-'W-,"........................... .............................. .............. ---------------------------------- CONDITIONED SPACE (n 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. ......................... ................ 10t FLOOR CABANA SERVICES: 1,033SQ. FT. . . ..................... ................................... ILL ................... 0 1st FLOOIR TENNIS/FITNESS CENTER: 3,418SQ. FT. F- ............. ............... -----------...... TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. ........... < ................... . ..................... L PROJECT PHASE . ....................... . z 'U� OFFICE AREA --- - ------- ACCOUNTING: 187 SQ. FT. PERMIT SET LU GENERAL MANAGER'S OFFICE: 152 SQ. FT. LU STORAGE AREA TOTAL: 339 SQ. FT. PROJECT NUMBER LU U) ...........,-------------- -------------- SECURITY TELEPHONE: co --------------- . ...................... SECURITY AREA: 296 SQ. FT. ----------- TELEPHONE AREA: 61 SQ. FT. SH"FURITY TELEPHONE TOTAL: 357 SQ. FT. 2 . ........... NEW CONSTRUCTION MEZZANINE AREA A,V` Uj HVAQ MECHANICAL MEZZANINE: 278 SQ. FT. LU COVERED STRUCTURES DECKING .............................. ................. PORTICOCHERE: 407 SQ. FT. ................................................. . .. ................... ............-----------.............................------------------- ............................ OF - -A 6 ....... ATLANTIC BEACH, FLORIDA ----------------- ------------------ ------------- ............ MAIN ENTRY: 164 SO. FT. ................................................... ........................................ .................... ------------------------.......................................................-----------------------------------------------------------------------------------------------.................................... --------------------------- ............................................... DELIVERY ENTRY: 167 SQ. FT. ........... .1----------------------------* .......... POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. ...... ............ ATLANTIC BEACH ---------- DINING PATIO: 1,166 SQ. FT. ...... z COVERED PATIO: 749 SQ. FT. ...... 0 --------------------------- GOLF PORCH: COUNTRY CLUB 373 SQ. FT. ....................... TENNIS COVERED PORCH: 309 SO. FT. .... ................ ............................................................................................................................................................................................................. .............................................. TOTAL COVER=-D STRUCTURES DECKING: 3,498 SQ. FT. .:....... .............................................. GENERAL MANAGER'S OFFICE, -------------............................................................................... C1 NOTE:ALL CON)ITIONED/NON-CONDITIONED AREAS N SECURITY & HVAC MEZZANINE, CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. CABANA & TENNIS / FITNESS ALL BALCONY/E ECKING AREAS ARE CALCULATED TO THE OUTSIDE EDGE OF DECKING/STEPS. r3 C CENTER PLANS >- ABANA BATH - ATTIC STORAGE PLAN 4 TENNIS FITNESS CENTER - ATTIC STORAGE PLAN a. 0 0 A1.20 Scale: 1/8"= V-0" A1.20 Scale: 1/8"= V-10" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the 0 verall forrn of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. UnaAorized use of Al 020 these materials can result in substantial criminal and civil liability. D0 NST MEASURE DRAWINGS NOTIII'Y ARCffiTECT OF ANY AND ALL PRIOR M CONSTRtJC'1'ION. 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REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS(1 27) I ,:.:: -.7:-­ , , i,� . .. - .�'. �� 1. .- . �-- I , ., ..i I , , ', , , i�., (�) WIDENED EAST/WEST DIMENSIONS OF WALLS FOR VESTIBULE �`�i����i�i�1�111����������������������i����li�iii�i]��i��;�ii� __.,,........:_,_t�L_:.__-_t .,.... �. ��.�,�,::;_ ­., _;1'.....", .. � ........ ......".....XIi...., '-1 . .1 , - ;� !: :;m ........ :::::::::::0: ... 'I,�',."",. ­�_­,­­__...... �� , -,-i _1-'=1 , " ..1-1-1.11'... :: ... , - .­ _A-� "I : f . ...... .��';�;: � i�� �� �:::::-::::::::::::::�;:::: .,f.� ��:��i����;i!l���!���!����i������������������!�����i:i�����:��� : ..... ��­.­�­_ ._.T, , . -g.,., . i�ii�.'���i .�i� -::::::::�;j:j.,,- T. . �7=�-,-� .. ....... - '" " , i`��ii�i" . 1 � ....... -.��-.Z..-WIIX-�,: � . - --�i� . . 1. , ...... .. OUTWARD ON FLOOR&LIFE SAFETY PLANS. .. -­-�- �-`.�,, ��:���.-.,��;���i�i�i�!iii��i��������?�-.��,� I-i��i�ilm...I,, � '.. ... , , , _ .. .._ - � � iiii$li . . ..::: 0 .x,_ ..,.".iii;ii*."i;*�,*Iiiiii�ii���iiii�iii�i .?1' .. , 1 ...� 11 -.----��. .,.'I=§'�,,�.'. ii.. . � ..m. -1 `,� ... .. . !e�.,ii�ii;ii�ii;� ,: . ..". � --.�i� ��_-__-...�_-_��.-,'-.," . . �'.mm m. ii". f _1'1� .11 ­­�...".____.' '������������!���������;��:�!���������!��:�i� .::: -PURPOSE ROOM(107)TO 2-3080 ., �:��]*::j::::` -11 . � ., .. x __ �..." 'S PRIVATE RESTROOM(132),& .:::::::::::::::*:: ,* ::.::::�::;mfw.:;�,; x .;.:.:.:�.:.� ;:::::::::: .1. iiiiiii�i!�!�� - - =.'�-.'..-_ I . .....��: w '.::::.�:::!.::*;:.�:j::: - �, ,�;;�, ., :.: - ­ 11-11 . I., . - o- .-,� ..� ,w.;..-.-...,._... W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, :::::-::-::X 1 .11, ..", q- --.� . ...., , - , .. . - �....:::::::::::::::.:::..::::.:::::::::::::: , .. " ... .....­�.��i�ii��: �i����� .. I I.... ..'��i�4' -,-. -?-, " -ijijl�!.�.,- .Ig.., .--.., . I I ....... .1 - (135),HALL(136),WOMEN . �. 1. I....'''' .. -,".. . ., , ..�....!j!j REVISED DOOR CH43 OF MULTI ... . ­::,� ;;_'' : ,'":,­%%� I ...",�i��;����.-,.--....����-.-,....,� _�_ .111 ...r.! .1-11,111.11 LIN . . . ... �1`1­ . .- I �1.:`:::`:::::::::�: �' TrT" . . � �'.,'R I igg-,.,.-m,.,-.._.......x.:,@---....I—. I -", ,:;::: ? ��� .,4.�....- ` .. , , -.. ...-I, .11 '.;;:;:�..�, �­- - `i!ii��ii��i�,�........ -.w:::::.-"-... . . '... ..;_ . .� .... "* ����i�.. ::� . .:::::::., - -ilii!��i�'" � �,�Z��.�::: - _. _­ , T,,I..�i�:���:�������!i!���;",/"���: ::. w..,:;:::::::*" , , .il�� ­ �­ - -­x:x­�; :;,,.���-_---.'4i�i�Not:, g 11 .... I I , ,, ..� iii...i .,-., :1 ,g�ji!g-, . .. . .. " . I X. --.�.-.,!�:i� iiiiiiii mli::: 0 y - . , .X: P .j,ij�j�i� .1, -`,.`]�i�i�;��\�:.pp% s.w.-.-.-i,-��f� �, . 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" .. .-- :: '' ,- , �� ;... ......................., :; , -....I—— -HAND . ... . .1 ...........I 'll. -11: -�­:�:-_,::. , ..: , .-1�1'.1......1.?.,..:-,.-,,., :: .. ;­:::� . I....­..,.. .. .. - � , G) (DOORS CH2,CH3&CH9) AS PER HANDICAP CODE �;.,Z t'i� ...�:...T_�_ -0�� !��i ::;: � 21 i ...,--, ., .�, .-�R�!� �'�Aiii��!�-"�* , .*.'.i��;i�!�.� - -- - DOOR CH41 OF MULT-PURPOSE ROOM(107)TO 3080(LEFT WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE - ----- ---::.�-. ..�..��_,�_ . 1. ,.-.,-"::- .... I; ...: .-.-. ... , - - - - ­ ..:e��_ .. 1-1. ��::.",::::::�: .. .. . ..:: .... ::::::::­ .. , " - . -.,;.,--e;,-. I .., . .1 , _ ,-.m. ... , , �l."**���i�i--.��..*'��li:����*�*",.--'����i���!?,�i�i�!�����.-�---����� :� ­...., . �_ __;�_-_-_.. 1. .. ; ­giiii;�� . . I. K 0��iiii.'--'.N-'��;��! .-'��, -`.k ...-, ... �:��:�:::i�i��;i::��Iii: , , ... - �� ;;;�ii�iiii - ,::�x�. I ttk��'. -iit i'lii:1 lil!!i :'x:;'��­�.. 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"', .... .. _. . ­._.....�;­ .. .. ­­ -11.1 - ­., -- :..'.. . 1 . � , -­­...!�� .::4- I -1-1a--%.--::_:. ", SIGNAGE SHALL BE INSTALLED AS PER EXIT DOOR TACTICAL 0 1 1 11.1''..1.111.1 11­­ .7- ,. .... � .. 11 ."... ..''�.... .I................. I _­ ::�%;:, OF WINDOWS AT GRILL(121). REVISED SIZE OF WINDOWS TO .. , ..­.ms�, .. .-. .T.:1�,­­­­­ :, .1...... " ,", I—: ­----1a:,..'..:.., ., , _:­�_:. .­-- - .1 I .. :�, .. ­..,...... I__..:.;; .: .... . X ;1.,7..-­:�-:..'­...,�-r �. .:.____.-W .­._� -- . -1--_--.::;;; . :. , '. ..%::::;:: . I . ' ' , : ;:. . ,7 . .. .. � . .0 ... - .. :�: :',.. .... , ..;. , . I _ , = , �, 1. ­." : , __. .2 .. ��_ :--_1_-_-!.....;....... ------ : ��.�".' ii��.` , .... '...­...- m_.___w-.-:.­_­ _­ .. , .1 ��>xw m� , ...:� , , ­ .1.1 1. DED CHANGING " . .. ...:.%­���;....... '' - . DEPICTED AS A NORMAL RESTROOM. AD ;"-;-'-.­44��-,--�,�,-"..,--�-� . -1,r-, ... ­_. - 1- . �, - , . ..". - -x6'-8-(STORE FRONT GLASS). ,..._ ,.... �::­.,. .. .1. -v� ADDED DOOR CH1 5A TO CHASE IN RESTROOM FOYER(1 39). 1---.::_:-----��_�­_:�_-----1, I------­­ 5-6 � ­::�.,.1'. .: ­_­. - - * ­ .I . ,.I— * .:.:.: :.:: .�. . :. ­ ...,­­.;;.�'. �...... ..._�_._.......e-.;-1,.. :. ....... , .I..-.:. .. I ''. ­�� .1'. . ';i-..... - , .: , . � . . � _­,_ :......... . ............:­­­ .. ....... I :::�% .1- � .:_1........I...... SIGNAGE REQUIREMENTS. �­Tpl;__;.,-_-�:�;,,' __,��,�:;�-����-�-�-��-.���.�.�,-�.:�-.�--,--L�-, ___ ...- - . , I—— -.1 - .1, .. I ..., ... 0 . � C�� :::. .. :�: . I -.1--_-,� . M...."'."''.... , , , .. .I-, ... '_, .1. �� :::�:;;�.'.., I :::: ::.,::;::::'. 1-1-1 ---.���,-".,...-.......,:.;.;��.-. ... .' ....".1 , - - * .I".. * I . ,... 1* I . , I I � .1 . 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I 1. . � �- .... ...'"'.1'., 'girl . I 1. .."..'....'. ­­1. ..'',"'�-.-.-.--��-,�:�-�.-,.-:�.-,,!.;-�:::-:�::j.��". .. . _'��;,:�� :: :..'' _. ::,�;::�: "�.. -�-�t: ­11... , mlz .����;�,�. , . w18wmkz_..�.t::." ----------�-- --it- ,,, " "' . " . I ... I . . ­. .. �: I .... .. �. ....I.I­I I I � .��, -:� -,--��.;��--� .1 ..: ..... - -. ­.. ... - .. . ...... ­ .. - I ,­�­-­ 1�11: -'x%...: -.-�-..--.­---�--.-..-* :1i .. .... ''..''. ...,;...;:.:,.­,; .1.:... - ..I.. ... . I ... ­., .�;_- � t::.v1r­r I. ; ...I -_fi , ... " RESPONSES TO COMMENT#12-ADDED FIRE EXTINGUISHERS TO 11" _..... I.. �=4" :.,__.:_,., -SHAPED OFFICE(201)ON . .1 ::�:: .. : �� ... ­ v[:1:_:v�,wr.r REVISED ROOM NAMES TO SHOW L --------__- p �;q . .. % .�'. ­ ::;;:: -1- ­�...�­_-­­� 11-1-:�I ....11- 1". ,�; I I .I I 1.��5�,�_�-. '��,.-,.�";;:�L..'�..�.r.�,,��.���- j ��,' �----�4��-.,����,:"�,,'�','�,�.::E:��'� ­­­ � :: -. ­,� . ... ...., -;TIT. ; "I . ..- (�) .. I..... 1. ::::: � . 7;_ _.w"­;�­ 11 ... ..... ... .1 -1111.1--- ,,4L ­. .`:% _: .. -11 I— ." .1.. �I.". . ;T,.......... ..�­ ­ ...". " , ­­�.'., . I : , ­.. �. ": .. .::� ...., . ... ­-­------- :., .11 . ......­% .., I ...... -1 .�"��'-�-- . ...I I .. SECOND FLOOR. ROOM(202)NOT USED. REVISED SQUARE . _- .. . 8 MIRRORED LAYOUT OF WOMEN'S HANDICAP RESTROOM(137A) ,.,.:--_-�.;:_ r�-. ___._`�:�­ ._ I .... .�:, .� __. ..­..,.­.­, REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 � .: . ,"" ,:__! 1-1.1- , �.7, _. ". ;:,:: - : 11 I .: .. .. :.''.. �m�, , ': - ----- . -1-11111---- 11 ...I .:: .I... ... __ .. I .-1. �, .­.. .,� I-.. �. , , .11, ... - . I ...I I I.. .1­4�tEi�__'�._ �; ;­'...� :-�, '' ... ....I I . LIFE SAFETY PLAN AS PER CODE NFPA 1 -13.6.2. 0 ,I­d 11'', .11''...''... �� . I'll I ­ ... ­,_ ...., .m ­;...... 4 - 0 1 - .11 .1. I.- .I..''. . 1 -1 I...11 .11, .. T .r...:....1_ . ...:..... .­ , ., . , ... ..._ , - ...:..... ­... , , . 1. �­.I---- .1.1 �;, ;........... ...�.....:..,w..._ ;­� ..,'. �.:.�,:,.. ::; ­, _­�--------"­--­­ .., 111.I .1 ... I I".....I w--� , ____ 0�� .. �........ ,- -_... I� ­ - ..'I., "", ....I ­­,­ ,, . 1-11. . I-, .", :,.�: ­­ ,_ "" .. - ,:_ FOOTAGE TABLE AS PER NEW DESIGNATION. FIXED. .. 11 .1 . ­ ...I. I .._ , .'", 1". ..... ----- -�-. �-�.,.-_�;�_-._-: ­-...­��owwe�. .1. 11.11 ­ ­::_ w�­�m I I- :%� : I ­­­ .'I., .­,. I ;.T-� ,:�, _ ...:.......- . .-1...I... , INTO MEN'S HANDICAP RESTROOM(138A). REVISEDAREATO �--,-,,*,,'.��.,'�-�".,--,-�-�� ;"__.--*.�i���:.--t--,�,- - .... .. .,'', , ­­.,�* 11.1 , �. " .1.1 . , . ::,. - I...... .---. :.-i.-i. _ ..".. ."'I" ..".1, .--.', ­ .� __ ..i ;. t.: .1 , -�i_�R,_*_�.__ ... , � � ­ - ­ - .1 _­.. ��::�-,-._.t,-; ..�, ...,_. . ...... 1.� ;.... .1 . . ...� . SHOW VESTIBULE(139A)&RESTROOM FOYER(139). ADDED ...;.I....l." , -..-.,.:.:.:1 ::�, . ,..:, :... ;.... 1: I I . ,", 1-:_-;....;.w.. .." � , 1;.. :;:: : I... _ ­ - - . ... ,..... ....�-- ­­ :­. � - -1 -- .� , I ,, ,, I ,�, ..; �:: . ­­ . _.. . .� _ _­­W­l . ­ ... . .. 11.1.1111, ­­.. . " ._ ....�. ,, ,, ,, ,, ,, ,, . . -, ,.... , .11 - . I I . . . . . ­ -, - ­ .. '. ,,,"� ... i:,�.,i��.-,: ,.--:..--- ­, . I.I.I - .:.;, ::::�- - ..,. -- I ;,.:. .e...... _.__.­ :::: ::. I -- 1.1-1. I... I� :,; ,", I I ..".1-1 '.,.. ..'...'..", I I :::::,;'��:: :*:_ ,", I —. ­­ I ­ ...., . , :­ .- I .,., - I- . .I 11 ­.. �11­­ 11 ... :F- . I 11 � I ''. .. ­ .. _ ;.::.. -o I .... ::!::::, ,", �: w: 11 m: :��...I_,� I, ... , ::-:: :­;::.:: I "I". - � DOORS CH 1 9&CH 1 5 ON EAST WALL OF RESTROOM FOYER(l 39). ._­,--�5- :�� � ..I ... ­ ...., ". ,... ­ ... .. ­ ..., .11.11. ,. , ...­ ,... " 11.11 REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) _ ... ... ... ... ... ... .... ... I'� .." - ... . X :::, I .­.­ ...'', - I I.. :1: ..1.11 I.,.""... .. ''.. I . 11 .,:1 I : .."..... .. X, . .... 11111­� _­1"... .. I I..."I I ­., - .... � 0 ... - . .1. ,g-_�, ­­... . ,,::. : p ,;:p; : I I ... :.:,: :::, . ­­" , ���77. REDUCED SIZE OF CASED OPENING ON WEST WALL TO 5'-O"x 1. ..'', ,. _ .'.1. . I - " _ . :::: .�­, I ....,­'. . ­ .. ":::: p :_..... - . ..IM"I 1� 0. � . ...­,: . .. 1. _ � -1.- ... _ . : ,:� ,, * .... � 1-1.1. XI.... 11 .- , �� .r, .w...,-,­..,::::'-: - * -.m - . 8'-O". : 11 ...,,".1. 717.-.��. ,.!. :::::...::�,�:::....- & REVISION #4 - REFLECTED CEILING PLAN REVISED DOORS CH31-CH35 TO SHOW CASED OPENINGS(SEE . -.1. ,-;��­1.'14� (D ­. .I... - 10�­.­ I . ..'�� ---...''_ ;%4� -----____....�.;�.._�, ...:­� . _.. ....��__ww! _ LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED T ...11...............� ."... REVISED AREA TO SHOW SHOE SHINE AREA(129A)&MEN'S __ CHANGES (AS PER PETE RODRIGUES 9'-O"HEADER HT. REVISED DOOR SCHEDULE. G) .- ­. - .1 � I ­ 11 ­.. � I .. � EMAILS) PRIVATE VESTIBULE(129). REMOVED WINDOW&ADDED DOOR ! I I - I I ,.,:::-. ... - ­-­­- ___. ..... .........,;_: ......_� ....... . ... ­ - '. * .. ::::w:w:w;,:%�.-x-:-:-:-: -.1.11.... ... :::::::::::::�;:::;::;;:-�. ................''...... . I CH3. REMOVED CERTAIN LOCKERS IN MEN'S LOCKERS(127). i����Iiii!�!�!�iiiiiii�.'�'�l"...�'...�iii�iiii�i�.-"".��,?".i�iiiiii�.!��i!��."i!]!f,.!�-.-.�---.--..----�,� �,,,,�;.�.��-�,.f�].�-..���.;�.��--.!N?.",��-11�: .....'. ".,..... `­ , , "' ,,,, AS OF: MAY 5, 2014 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE .... ..... , .;­`�i�il-�.-'._11i .................i. .1--.1, I . . . . ..�:�:;:]:]:]�]�z"........�"-,.-.-.*-.,.-..,...-�',..*.7....,.',':'�::, . �,i���i�i��,*������i�������������i�-�,-'���i�i�"'.."..'���,�.�*ii�i.'.*;,,',iii'."..iil.'iiiiii!iiiiiiii�i�iii�.",iii�iii�i�iiiii�iiiiii���l.,�.,.;...�i�l--;."�iii"- ..........................:::::::::::.",:::i:i:i:*,.:;;;::;,::;;;;;:�.,.:;:::e..................... ­­ I..., :..- .-iii�iiii�- 11 -_.. ......__ , .-:­���--, ..-.. .f? � . Q. ...... . ........ ....-... .... , ... .... .. 1.1..-.-.-------------,.--...--.---', ; %......_. 0 ... . - ...., :�'. ..1.1'...', ... --i� .2._`,:..1­.or-__.__,. REVISED GOLF PRO SHOP&TECHNICAL ROOM TO SHOW ", ::.:.:,:.:.:���:;:::::%:;:::"::"!.�.,��i���,�.������-.�. __ ABOVE KITCHEN(1 1 1). ADDED 3-3050 SHUTTERS TO NORTH " "I"; 10, /a. I GENERAL MANAGEITS OFFICE(125),MERCHANDISE STORAGE IIIIIIIIIIIIIIIIIIIIIIIIIII I= 'i -------- . REVISED REFLECTED CEILING PLAN AS PER COMMENTS BY PETE FASCADE. (124),&GOLF PRO SHOP(123). STAIRS(122A)REVISEDIADDED 0 RODRIGUEZ. I � TO ACCESS ATTIC STORAGE AREA(ABOVE). 0 REVISED DOORS T4(MEN'S TENNIS R.R.-152)&T3(WOMEN'S .,i TENNIS RESTROOM-153)TO SHOW HALF GLASS DOORS. (D RELOCATED COMMON WALL BETWEEN HALL(1 09)&TABLE A REVISION #4.1 - RPC PLAN REVISIONS REVISED DOOR SCHEDULE. STORAGE(1 1 0)TO ACCOMMODATE DOOR CH39 TO MEET 61mo/ 6.. . AS OF: MAY 22, 2014 HANDICAP CODE REQUIREMENTS. G) ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S ., OFFICE(201). REVISED WINDOW SCHEDULE. G) RELOCATED DOORS C133&CB4 IN VESTIBULE(141)&VESTIBULE 0 0 REVISED MEN'S LOCKER'S(127),BAR(120),RESTROOM FOYER < (144)TO ACCOMMODATE HANDICAP CODE REQUIREMENTS. G) (139),LIQUOR STORAGE/COOLER(120A),&KITCHEN(I 1 1) G REVISED BEVERAGES(1 19A)&EQUIPMENT IN KITCHEN(1 I 1). 0 EQUIPMENT AS PER RPC'S REVISED PLANS. MEN'S LOCKER'S w G) RELOCATED DOORS T3&T4 LOCATIONS(MEN'S TENNIS 7 . REVISED EQUIPMENT IN BAR(120). 0 I eac ori a (127)ENLARGED USING OFFICE SPACE. GENERAL MANAGERS (3 i RESTROOM 152&WOMEN'S TENNIS RESTROOM 153)TO MEET � OFFICE MOVED TO SECOND FLOOR. U�_ HANDICAP CODE REQUIREMENTS. 6 REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& if " REVISED DOOR ASSEMBLY I SWING AS PER RPC'COMMENTS. BEVERAGES WINDOW(005)BY V-2-(VERTICAL DIMENSION) 0 @ < 8 REV:SED ATTIC AREA TO SHOW LANDING(200),STORAGE(201), V�[Sl N #8 � C FIELD MEASU TS LLJ STORAGE(202),&SECURITY AREA(203). ADDED WINDOW TO . - - REVISED REFLECTED CEILING PLAN AS PER TELEPHONE 0 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). co GABLE END(SOUTH)OF STORAGE(202). REVISED HEIGHT OF @ CONFERENCE. REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. 0 FINISHED FLOOR FOR STORAGE/MEZZANINE AREAS. �_ z I ctober 8 2014 REVISED DINING HALL(1 19)CLERESTORY/DORMERS TO SHOW < . (a REVISED DOOR&WINDOW SCHEDULES TO REFLECT FLOOR � a WOOD SURROUND. REMOVED ALL SECONDARY BEAMS �i PLAN INFORMATION. A6 REVISION #6 - OWNER REVISIONS - AREVISION #7 - REVISIONS BY RPC BASED AREVISION #8 - REVISIONS AS PER RPC REMOVED. REMOVED ALL DINING LOGGIA(1 16)BEAMS&WOOD < 8 REVISED DOOR/WINDOW ASSEMBLY AT GOLF PRO SHOP(1 22) MECHANICAL, ELECTRICAL & PLUMBING ON ADA BUILDING CODE REQUIREMENTS CORRECTIONS BASED EXSTING FIELD I I CEILING FINISH. REPLACED W/GYP.BD. I . I ' UPDATES � AS OF: AUGUST 7, 2014 . � . . - . . I I . REVISED LIFE SAFETY PLAN . - - 1. I � . . I - I . - . � � . � . � G I , . .. I I . I . . . AS OF: JULY 28, 2014 AS OF: OCTOBER 8, 201- I- 1.) 0 REVISIONS ALL REST ROOM ACCESS AS PER RPC CHANGES AND G REVISED GABLE END ROOF AT RECEPTION(150)TO SHORTER t 1 0REVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ADA BUILDING CODE REQUIREMENTS. 0 REVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS& OVERHANG. ELECTRICAL&PLUMBING FOR THIS REVISION#6 SET. THE ADDED LOCKERS TO MEN'S TENNIS RESTROOM(152)&WOMEN'S. FIELD MEASUREMENTS(RESTROOMS,DOOR SWINGS,WALL G REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE � ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE& G) TENNIS RESTROOM(153). LOCATIONS,ROOM ACCESS ETC.). W1 PETE RODRIGUES . TO SHOW CONTINUITY OF TEMPLATES. . @ REVISED BAR 120 EQUIPMENT AS PER RPC DRAW!NGS. . SHEET INDEX, 0 REVISED KITCHEN I 1 1 EQUIPMENT AS PER RPC DRAWINGS. SWIMMING POOL (CONTINUED) ARCHITECTURAL (CONTINUEM -MECHANICAL- . CIVIL. * SP2.0 ZERO ENTRY, WADING POOL, & FOUNTAIN GEOMETRY PLAN . 1 A3.10 MAIN CLUB HOUSE - BUILDING SECTION 'A-A' MO.1 MECHANICAL NOTES, LEGEND & SCHEDULES 1 COVER I- MA I A3.20 MAIN CLUB HOUSE - BUILDING SECTIONS 'B-B' & 'C-C' MO.2 1 MECHANICAL CALCULATIONS 2 GENERAL NOTES, LEGEND & ABBREVIATIONS SP2.1 COMPETITION POOL GEOMETRY PLAN MA A3.30 TOWER ENTRY, CABANA / TENNIS / FITNESS CENTER - MO.3 MECHANICAL SPECIFICATIONS 3 PRE-DEVELOPMENT DRAINAGE PLAN SP2.2 COMPETITION POOL SECTIONS I% _% SP2.3 WADING POOL & WATER FEATURE SECTIONS BUILDING SECTIONS vD-D1, 'Dl-Dl ', 'D2-D2', 'E-Ev, & 'F-F' M1 .1 CLUBHOUSE MECHANICAL PLAN 4 POST-DEVELOPMENT DRAINAGE PLAN ho . 1 5 DEMOLITION PLAN SP3.0 ZERO ENTRY, WADING POOL, & FEATURE MECHANICAL PLAIN i0i 11�'. A4.1 0 MAIN CLUB HOUSE - WALL SECTION 'Al' M1 .2 FITNESS CENTER MECHANICAL PLAN . 6-7 EROSION & SEDIMENT CONTROL PLAN SP3.1 COMPETITION POOL MECHANICAL P AN A4.20 MAIN CLUB HOUSE - WALL SECTION 'A2' M2.1 MECHANICAL DETAILS ,&A M2.2 MECHANICAL DETAILS 8 EROSION & SEDIMENT CONTROL DETAILS & STORM WATER SP3.2 EQUIPMENT AREA MECHANICAL PLAN . r-l-r.30 MAIN CLUB HOUSE - WALL SECTION 'Bl' . POLLUTION PREVENTION PLAN SP4.0 POOL DETAILS . A4.40 MAIN CLUB HOUSE - WALL SECTION '132' ELECTRICAL 9-12 CENTERLINE GEOMETRY PLAN SP4.1 POOL DETAILS A4.50 MAIN CLUB HOUSE - WALL SECTION 'C11 - I- 13 CENTERLINE GEOMETRY PLAN (PHASE 11) SP4.2 POOL DETAILS A4.60 MAIN CLUB HOUSE - WALL SECTION 'C21 EO.1 ELECTRICAL NOTES, LEGEND & FIXTURE SCHEDULE 14-15 CLUBHOUSE GEOMETRY PLAN SP4.3 COMPETITION POOL FILTRATION UNIT A4.70 CABANA / TENNIS / FITNESS CENTER - WALL SECTION 'El ' EO.2 ELECTRICAL RISER DIAGRAMS , &I . .. 16-18 LOT GRADING PLAN SP4.4 WADING POOL FILTRATION UNIT A4.80 CABANA / TENNIS / FITNESS CENTER - WALL SECTION71 1 EO.3 ELECTRICAL PANEL SCHEDULES . . A4.95 BRACKET & BEAM DETAILS E1 .0 ELECTRICAL SITE PLAN . ca I SP4.5 INTERACTIVE WATER FEATURE DETAILS .. 4 D ., 1 19-26 PAVING & DRAINAGE PLAN '. 0 POWER & COMMUNICATIONS PLANS _j SP4.6 INTERACTIVE WATER FEATURE DETAILS A4.96 BRACKET & CORBEL DETAILS E1 .1 0 27 PAVING & DRAINAGE PLAN (PHASE 11) >_ SP5.0 COMPETITION POOL RECIRCULATIO14 SYSTEM SCHEMATIC A5.1 0 BUILDING WRAP DETAILS E1 .2 KITCHEN & BAR POWER PLANS w 28-29 CLUBHOUSE PAVING & DRAINAGE PLAN - F_ z � 30-32 PAVING, CURBING, & DRAINAGE DETAILS SP6.0 LIFE SAFETY PLAN AA A6.1 0 WINDOW SCHEDULES - MAIN CLUB HOUSE, CABANA, & TENNIS / E1 .3 ELECTRICAL ROOF PLANS Z) E2.1 LIGHTING PLANS 0 PLAN & PROFILE SP7.0 STRUCTURAL DETAILS 111111,111 FITNESS CENTER . 0 1. 33-53 "`��S,, �111111,�I,jl ' I ­ m 54-55 PLAND & PROFILE (PHASE 11) SP8.0 POOL & FOUNTAIN ELECTRICAL PLAN 7 DETAILS /�,,,,,"� sJ11iiii!! ". ,'3\ A6.11 DOOR SCHEDULES - MAIN CLUB HOUSE, CABANA, & TENNIS / � 0 < ' PLUMBING " - I w 56 MASTER WATER & SEWER PLAN FITNESS CENTER . 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ROOM r V R.O. ROUGH OPENING These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the !� overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of RRD. RADIUS ROOF DRAIN AOmO5 ` ^ ...rt. these materials can result in substantial criminal and civil liability. RT. RESILIENT TILE ' ' . DO NOT MEASURE DRAWINGS NOE" ARCffiTSCT OF ANY AND ALL Dlscmwmczs PMOR TO COSEB GEMAT, NOTES CD"It 4M N 4MN O � N M cc co 0coo � p U- rn o L D C-4 C NN O 0 M O Y C O U �� U-- O Cn O LL N `) C)CO C) U*) CV, v 0 V) co (h 4 U 0 o a CD CU ai a U V 0 0-0 ai 1K NCIO CRER 04 N ROANS 0) SO � SO 0 ots ..................... CONSULTANTS I�,� v► STRUCTURAL N` �. 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FILE NO. 0 St SITE PLAN wo CL III — ns�.00 Scale: 1/32"= 1'-0" SCALE w — �� ' AS SHOWN WDRAWN BY anARA N A SMz S L A LEGAL DESCRIPTION p""ate NOTE 0 0 1 THIS SHEET IS A GEOMETRY&REFERENCE PLAN ONLY. REFER TO K -1 0 o 1M wpm THE CIVIL&LANDSCAPING PLANS FOR SITE SPECIFIC DATA,BUILDING O 0 PAD LOCATION,& INSTRUCTIONS. H fr d PROJECT PHASE O Z PERMIT SET 6 W PROJECT NUMBER W w 18-11- o Cn J Q NEW CONSTRUCTION w ATLANTIC BEACH, FLORIDA U of o ATLANTIC BEACH Z COUNTRY CLUB Z O p� Q N0 TRUE 0 N SITE PLAN $71 O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to theAS1 . , overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of mOO ; }, these materials can result in substantial criminal and civil liability. 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L i f...._......I........ ­_ : I I 11 ", . _/ 1 1 � I ; ,� ! i ri Lj_ ., / I I , I / \"/ � � . ; � . 2 1-1-1, "`­.-­/ , � i : ... : a � /, . ,� 1\ / L . � ; i I - � 0 , "I . � t � � .1-1-11,......"I . / , , / I­ j '=­1111,=_'_'1-J . < /I " - % 1". I � � i . I '_1__ (b)ATTIC STORAGE: 1,214 Sa FT. COMPLI[ANCE . i � " -- 1-1 � : I "Ill,& I -1 \��z I .111-1, . . ; > LIJ `- -, ,- -, / , ow I F . i i �= EL RICAL I I '1�1 TOTAL: 17,876 SQ.FT. � /IX <.!t/ `­ ,,,, F 7........ 9133 RG SKINNER PARKWAY F i � \ -1 i i : ,.,,-,.,,/ .-"/ Z I - : I r ! i ______,_______________________ __ ­..........­....... I......... .. ­. % .1 r � ; i - j : i ___ 'A" - pow" I I ICE 4 Uj ; . I——.....I--..........___:..... _____1 1.1..... ....-..............f 0 -1-1-1----1-1 1:_j_____,____1_1____� I MECHANICAL". -MERCANTILE(TENNIS PROSHOPS) 425 SF/30 GROSS � i � 1.11-1.11.1....11......­­___...�................. I -.1 ------- -, ............ \.,� ,� . ; " (i)ALLOWED JACKSONVILLE, FL 32256 � — -11 v SERVICE --..---/ j i I I _,�, .... ............. _. ' . ; w ____ ; ,�,­....I ­_ w . 0 , , _ ! � � i ; .� � ,-/' 'I�11 �'. ", i : 11 DRYSTORAGE ; ....... (c)BLUG HT.(2 STORIES*)=34'W" = 14 PP(PERMITTED)/14(PROVIDED)-IN COMPLIANCE i I I � 5>1.. 4 li -_ ----- i -,j ' � 5;ILL � � ; � � F11111111111 11 - % LLI N IV 111 � 11 ; .__ : . , __ � . . I............­­­­....................I 1 F; 1�1 ­­', � . I : i : ; j , D i ; ; �, - I � ; 0 1- -, 11� ,�,' , HAPP � I ! F56M *504.2 ADDITIONAL STORY ALLOWED PH: 904.483.5200 11 f--. __..� : I � \ I � I , .�, ;/ ?I i �,,�, UI!,t I / : , : � it : : ; I I I � i r *,­­-__'____ ," " .................�....Im........................ i - x I ., i, I S �_ F" : . I, 1i�I \ . , V I I t . -� ,.-, F ; � o ,I f...................?.....................................I I SINGLE EXIT ALLOEWED PER TABLE 1021.2 0 ; : � -, I - "11, \ , ; : i I i : 1_1'. �! 11 I I � I/ , 1-11-111 I ­,._ , . O� F . ME ABERS-11P - ­­­' ­ ­,­ I < ", IT � f �--------- %,,�:,.,"-,, I—, : I/ F : ! � ! ... 11 ---- 1__.4 . : ; - Z_ v 11 � �, , '_11 ? ; i ; 11 .1 ; -At " I �: 4: 1 4...I----____-.1. I - -_ 0)ALLOWED-EXERCISE W/EQUIP.1288 SFI 50 GROSS �_ "--,.f DFFICE1, ;!;; : : 4 ,I '1\1 / ... I LANDSCAPE ARCHITECT w 0�1 � ___ = 1 ; ... : . F C 4N "" ��11 Alit ,­__ (z � i : :::�::::-.::�::::::::--:::::::::-;::-::::::-', . ; ", : ,.::: a !� I ; lii�: : i ; � : I I ; : ­­ =25 PP(PERMITTED)/25(PROVIDED)-IN COMPLIANCE : il:: : : I 1 C%4 / §� ; ­­ I ; ; I ; I ; " ........... :C LOCKERS I I (;,) i 'I/ r ff"MTMMwMwMw2 i , r j I .11"-111-1. . ...." �__­­­ I � ; � : . I ; � 1��_, 5 , ; -1-............ I : _____ ; 1-1 , , � EUTHENICS STUDIO 0 I ...11-----­­­. t.........._.; o : : : � (L %-# _--__-__i I/ �� '? , � r, , i i I I �­­,__ � . -------- � V1_ i r i . 'k I i I w I � , `\ � i F .....I...�........­.�.....1.11........I..,... (k)ALLOWED-EXERCISE W/O EQUIP. 828 SF/15 GROSS= 55 PP � ,; I � : ; i 4 I _. _,______-,--,-,----I! , : 11, I ; ____11 I � I/ I I 1: . . � ; ; I i -,__,/ -.-------, < A � . . t o z _�:'111, I . . I ��', I I I ! i i MEN'E � I � I (PERMITTED)/55(PROVIDED)-IN COMPLIANCE . .1 ; i I � 11­11_1_1­1­1­111:�;�411 ? . . i �� WO 11 I !; 11�_,­ � � , '11:: ; \ s , :1 ; 1650 BEACH AVENUE �1 _ i -1 111 I � 1, : ; f ; ;� ; I i� 1: . RE \ ;;.: . x 1; ft w �; . I L 00M I i i______._/ :�;: . : j � / . 11 ;� ;T-1--l- ­1i �i _�_TROOM %,.� i . ­ I � MULTI-PURPOSE : �­____ : : : � i � ", r ii . i � ; . ;; ; . LU -1 11 . . ; ; 0 PERMITTED - 33PP ,f...1_33. .. : j � I - . ATLANTIC BEACH, FL 32233 : �F 1�11l_j.......- ,� 134 /'�' V, . ­­­­­ ­- __ -11-1-11-11-11111- ________,_, 1?` . � I 11 r I _ 0 F,. �, �.1....1�,,� ........A ____1----! ROOM i --____,_�,�� ­ , 1 � I , ........I...­­...­­ . � ;;; .-1"-1 Ut:L1Vr_KT ENTRY : ; *1 - I l � : /; , : : I 0 � � / ; i ....-,""TABLE : w 1;� .-W-D : � \ �; I I ­­­ I , . r", : I . .1 . I.I...'..'­­­ ; ; � / i - == . � � I ; .1. ; ----?- i . ;\ 11; : ; -_ _--1 ......... __ �­­­­­ � �­­­�­,,­',;' i 1 107 STORAGE ,,,, ; � ! I I PH: 904.246.6219 - �i�7.'�' i i . I , --- ,-.----- s � � F 0 1 i i,�" ' : � �­­________I I 11___.1___-___1__ --- ,__­._ ­­---- 300 PERSON THRESHOLD VOICE EVACUATION SYSTEM , � �1, , -� 11 ; ; _,_"­,_ 180 EGRE .........*...... I D02 -_ PROVIDED - 33PP I � 11 I �,_ : ­.­� � 1-1-1--l.---1........ I y i -7 � _______4­___ �___-- . ` ";_ . ___ Ir : I - ____ ACTUAL PROVIDED INDOOR AND OUTDOOR COVERED SPACE I ­ ... : . , �', r� " , ___..._ . ; I ;: ': r : : , I - ­­­_­ : I -1 I I : I ;: : f : I ._. __________i1__;, �­....­....­­­­ i ; � .. ......�V=1-1- `- .1.1. . q ;: r ; ; � �­. Ir 7, PROVIDED =442 PIP ; I "I'll - _,_ -" -­_­^ "I'll, � f � ­------------------ .1....�...;... , : � i ; I ? - L___- i ...-71....7-:...7: � - : : ,,, I I �,_.__ : 1�1 � -77 1-1 7TF� "' z I t............... I'---,--'- _;" I ........ ................A / � '1� r 1: i ­...1.] - ��_,:" ­ i: __77_.,___, i ; 0 1 ; I ;� .'�_11_- K 442PP*>30OPP *THE FIRE MARSHALL WILL DETERMINE FINAL i r ., ij . : : i - `111� ��za : , / � "I, ; � ; i � I I w � i ,, ; I __ ------- 10---�-,-.-----.---------,--,.-------.-- E ; . . � � . 11 - :.,-.---,----1-1 --------------­�� . k ., ,��, . I ; 11 : � i ; ; � i I .-�-1--,---.--------..---��--------,-�-------______ M- 17 APPLIATION OF THE VOICE EVACUATION SYTEM REQUIRMENT. , I iw. Vwr%13" I . _1� ,/ � ; . :-, ; : I ; \.; , I ; . : % o 1% �.. : � ; j F I � ; 1 � ; I 1, / i ; �11 ; �'�'; ; : 1�111�,/1. : I : . I . : ; ; I 0 � , I ---7, . STATION i ; ---- � ; § . i i I REVISION DATE ­'­­­­­­­_ -11111 .... -1. -1...........!....�.......­­......�.....�............ .. : \ �.l��.,,'.L% ; ; . : I � � ;, 5 1 � , I ii, -­ : � . � S � 1_­_'�. ; i, ; 1111, i; ; . -I ; � I i . ?I", -.1� -. ..... 1-F I U_ . ............-, - \ r, i �........*.......�..............­­....�...........­­......­­..............­...�......�.........�.......�...;­........­ 4 ,'�,`��.......1_� I � : 1_1� : .1 1: ; : F-1-12--1 H----t.... � : I i i e, ,�� 1. I .. i i ; : __ I 1, I——. ................�.......�..................1. � �fl � OCCUPANCY COMPIL NCE-552 PERSON PERMITTED ­- F� : : ;; I ��,ii � . �......I................... ; 1 : : � . I I � I - ; ; : : i I . . - . I : I . .1 __ I."...'', ;/ : � : � ,I I . 1.1'.= -1111� , . � I /1, � - I : 1 : 0 i 1�2 . I I I �.R i.,",-V� i - 11 . - 5 ol - : ; � : . : . .1 a ............. � " � - ACTUAL PROVIDED INDOOR AND OUTDOOR UNCOVERED& , , " I ;� : : , , ; I ", I "; ; . . I - .0;1 I ; i; .1. '­ ; Ira I �', I-.,------- I � 12/13/13 . � ___1 151:1--! � I , __ FOOD&t3LVt:KAUt 3 A1111111111kIIIIIIIii- �_ '­, � ; . I ; ." il - � I -), ­ . . �. PERMIT SET . I...... I 1 14, .1 . .. I ; . - ., " ; � - : I � ; � wd . :1:02 . r , �;���_ OFFICE I I - I ; � 4�. : ; .1 . � 11 ; 2' , - I I a � I :� � :ii�i:: ; ; I ; .— � . w . ;: :: F \ / ,I I I '11-11,1111".-11, i I ri i : F ��, ; ,­: . j - �F, !--j 5 I,;;� SEE SEATING TABLE . .......... / � . i. I � : FO ER . I ___.______________11 1/ i � � IIIIIIIIIIIIIIIIIIIIIIIII 1 80 EGRESS I .1.........I.... ... : I ; '_� MENINDT_............W i F � . (0) . �. ....�............­...-..........I ................ �....­­­........ I" I : :g;; I ..­­...................I 1� _I......-11..........1- ......­­­­ -- - �___ � � �r � ;,.:'F 1, at . I � I i.."11, 'Dj :1 � , � ;_ 442 PP<542PP REVISION . j / - _,___1 __7-­, 1�1 ­­.......11.........................-.1...._..........I.....I......I.,....�......-1-1........I.............".. I �______ ; I U a _­7� 'I , ` , , z "I "" __ - ; : I I I I I � I - I N I I I - 111. I I z -...... .......... ; I---- -----­ ­""' __'_'­_,­_­_,_____ = ; , M____ , ----- �, -----" : . I .... -_-,I ; � ;1_ I ....................­­...-1..........�................�......�......�...................� ; I I F � . �11".1� � w - , - w r i � : � � � I : l !-r".. ,,,,,, __: ; .,I 1 -_ I :. _1� ­I r . iV,I,__'11` I 'I'll....� � -, 5......t , -1......I... � � : :t � I�- . I -1 11 ­................................... ; i i . : � : : -.- i ;m I PLAN CHANGES 01/31/14 0 , / 1 �' � J.............�.....�... �..............�...............�............................�...........___.............�.........................................�.......................�...........................................................___ .....'..,....11.................�.........�......�....... I I ; 1 k_:__� , � .1........­1_'�i:::w:tL! i ; ; Z� `­ ... , "" . o� � ��.�� i : ; I : I I I . j : � � I . �­'--­­­­­..........� ii ! ­......�;; � i I I 31 i .... a ; .1 � ; I ! 1 i, � � I : 0 I . ; ; ; "i..� ; j ,`F1 : : : 11 � !iii : f ; I ; i i; ; , w ; - 1 ; -1........, I , i ; r . I � I . : ,I ­ i 1 i , -_j "."'A � ; \ -- , Ili . i!4� , , I � ;j � . 1-1 �__­L ;i �'14U ; � I 111 �11 e i ; �- ; ; , : : - I 'll.I :; j ....­......I.........­­­­.............I............ r..........-1..........-.....�...�..........I.......11.......% I - I I ; ­__� ! I I i; I � I I ;...­­ 01 . : ; ".� . .. ..�_ -_1 i�'..i i � z . . . 'A r . � . ., ...� I : __...i....... ­­­....�_.­­­. i ` � I � 3 . ; . � � : I ; � - NUMBEROF EXITS&CONTINUITY(CHAPTER10)T1019.1 REVISION . . a � . ......... - .... , . ; t ; t I � r . ; : ; . ;F ! ; . - I � . : - � j � � ; . S - 1 14� ! r - I � : (3)EXITS REQUIRED PER FLOOR � : I I : � . f . . j ­`:` �� � ; LIFE SAFETY PLANS � ; ; : � i nw, 111iii. w 5 � � I ".,_ : . . - 03/25/14 I- ! i;'�,i � i % I : i 11 ; . I I . . ; 11 : ; i . ; � ��ii�:�� � -.1.....I.." ; ; i �,/ 1 � I � ; i ; � ; - I -F.. .. ... I . _1 - 1.0 .- � .,.,.. 1100. z� , ..4., - ., 0 . � � ; ,,. / . . .... � --...--1 I : i (13)PROVIDED Q MAIN CLUB I i � ,i:1 /"' : EXERCISE W/ . . 'i 111111­­� �1_11 I Ili ; ......_.__...................... I : i w I o ! I ­. i \ I . r : ,I '_­ � � . . .�.,, : \ . I I ? - . � �, I ;� : I ; . : .1, .,� ; , � REVISION ; ! , 1�. . I I � I - (9)PROVIDED @ CABANNA&FITNESS � ; : . I I I I I ; . F I I ; � 3: j ..........� ......I......I......................­_­........�...­....... . ?E w I BUSI NESS . : : � j 04/17/14 , . ; : � MEETING COMMENTS ; : � � i -1........­.........................�...............I . � I I I EQUIPMENT E : Z� , " ,i I j I j , i I � : ! '111, � 1; � , 3 -- I w : 1, � � ,I ,I : : ; 1_ � I I!. � . . . : . 0 1 , OCCU:IANCY �1, I i, � i Ill 1: I : ; -,� .1-1, I ; - � / _1� ; - 25PP F � 1 lro� EXIT ACCESS TRAVEL DISTANCE T 1016.1=250 LF-REQUIRED I IIIIIIIIIIIIIIIIIIII " � An. I PERMITTED ��i: �; ; � REVISIONS . I � �I::. I . I I 1i ; � j I w /,; 1_---._..-1.........I....I I ; ; I (a)FIRST FLOOR-CURRENT MAX.TRAVEL DISTANCE-115 FT.- 05/22/14 .......�­­­....... I � I . I ,�, - 9PP � �i!l � 1; i 4 A 1101- / PERMITTED � A RPC PLAN REVISIONS I -, ; � 5 - -MINIMUM=44-WIDE(COMPLIANT 225 LF>115 LF) I I S f . f WIDTH VARIES ; �� , - 25PP r 5 : — . I PROVIDED � � ; 0 1 ; r ­ : " � 11 ; I . i ; ; � ; i I S : � I I : "', ; I w 1 :� � : � REVISION x 0 — r__ I PROVIDED - 6PP . : � p I I � ; � ; I - I -I--, g . I §� � � � EGRESS WIDTH 1005.1(TABLE) 06/18/14 � - NP­ I __ , ; � ; ; .. .....- � � : ZLA RPC PLAN REVISIONS cn I -111 'r M'1111� � . �1 � MAIN CLUB-828 EGRESS INCHES PROVIDED 182 INCHES REQ'D. .1 I � ; . il � � : � I ;.. I . � t1',__,w_i -1-- I ip, . " I . : "I ...:,.;i I ; � : z ,� A I 1.-jv � � ; � I .. lq��5 r �1.­ ; � : . ­ � � i, ; . w : � CABANNA BATH&FITNESS -504 EGRESS INCHES PROVIDED/25 ­=....::.­......I F il; I I .I �i���i, � ; WAITING . �� 1. I 1�1,� I EXERCISE REVISION - I 1: . � I .. : I �. " 1, . � � : � INCHES REQ'D. , ill;;1- ! I I j � �!I!i ll ;.I 1i"", I �;'_.�,., , � I � . -, , �� , ,;:��:...�..;r;.`.�"._'� I : , � I . � ROOM ; . 07/28/14 Z, �� ,""' : \ , � � � � I; 11 , " . 2 ; _�I ,� 1_ �_z` I ; ,� � . : Zk .. il i! : ,- I � � : �-,7Z���: , Us=11111 : " . Ili OWNER'S REVISIONS I . I/ I _111il_ ___ ��__,/ _1 11 I" - el';11111111­11 -.1--11-11- 111111-111-F � I I I , � STANDING & SITTING , �I"I"11"I­111-1 1;_1 -1, 111_'�,�_ � ., 1 154 i 1. PLUMBING FIXTURE COUNT FPC TABLE 403.1 ; : . a � .I >_ r ; EXERCISE W/O �, ; � ;;; � ; ` : �;�.,'' ; : ," I � : ; REVISION-RPC - ADA I : p � ; : : � Hi 1 i � SPACE OCCUPANCY : ; >__ ; ; 08/07/14 1 : . : � ; : EQUIPMENT : i3i zi� o ; ; .W BUILDING CODER V I >_ � � / : � FIXTURE / TYPE REQUIRED PROVIDED ; ; . . ; � ;i I / : : M SF/ 5 / 15 . BREEZEWAY � I � , : I : ; I ; REVISION-RPC - : ; I ; ; � I PERMITTED - 27PP I I : (M&W)I PER 75 (MEN-8WC&5 URINA7 . . : x ; : �, I � ; ) 10/08/14 1 : zl­`­;� � � : ; i ; (a) WC&URINALS 542 PP/75=7 UNITS 0 1 ; ; Zk FIELD MEASUREMENTS GROSS . : ` I : (WOMEN-112 WC) . . . ; PROVIDED - 27PP , i ; 2 ; : I 11 : r � . I ; I � : (M&W)1 PER 200 W- � : � � .11 %% PERMITTED - 92 PP ; : , : (b) LAVATORIES EN)I 1 EA. � -, . � - -1 ; 0 �----- ----------------­---------�N,------,,­­­,___ � ; I : 542 PP/200=3 UNITS(MEN&WOM I . � ii 4-il�11111 � i � : ILL ,X.1� i ; % � . � ; : � ; . i i er',.--ii HH! i , � I k RESTURANT- . . r I A . ; ... � ; ; W >_ PROVIDED - 87 PP __w-j-___li ul i! ll 1!i1­­--­-,-----a-­.!�.7. F � �-:;! (c) DRINKING FOUNTAIN 1 PER 500 . . .,"' � i � : . . 1: z ; I F I j � ..N NOT REQUIRED r I � . , I . . 11 N, < !I,,,"*'*'*"'�"i,-���"t,-..-;,-.,-�,i---,-�---,;"�i,.e�,�",1,1_111 ��!`, i.,-,;=_._;::,`I"11, � i -i : � ; - - ::1 — : i, I . I M i :� i ;.i,: ; ; : - - : - ; .: F(d) SERVICE SINK D. (1) . I w "' . I :; I ­!,_ ; � i :: o , , , I .. ....1�, � 1, "' � "�-1::;:::::M!::-::;::,�; il*T 'i ! 1 REQ` . I I : : 5 :I : -I- , EXERCISE W/O � � : ; I , _ , I %:�:;:::! " , :1.1.:;.:=fA _ z I.f', I .. ` , v .. - " 11 , I � - ; I �111` ; " � i. � � : : , , 0 � .- I.. I ,,,, .1 I . 6 ­ - : ARCHITECT'S SEAL � .. 11... 11 - , A i I ; .1 .,.. ." -- \ N 1 � ; I I i � . : - I. li -"i...---.=.-,A .: , �, -i ;, w : .. , .. , .. ; ; , \� a ......x _m- : !L'! t � 6 . _--4 . . t EQUIPMENT . ,I . � i I � : r I 3 : I . � I ; 0 � ; / � a i 5 : L___ : f I � i PERMITTED - 55PP 1, : NOTES z : 1, I : : F I I : : � I � I : . ; : � / i I =11 ; , _z______,____ ; i � . � . 2 : � PROVIDED - 55PP i : F . i : � I 2 r --- w � . � / /I',- I � 1. COOKING EQUIPMENT ISOMETRIC DESIGN&SHOP i Z, ; : , . 0 ; i "", " I ! DRAWINGS SHALL BE PROVIDED BY HOOD CONTRACTOR OR ; �1- � ; () : PORTICOCHERE � -1 ---'TF � : � i. - � :; " ; LICENSED FIRE SUPPRESION C NT T R . N,\ . I.......­,"", ... F I I ! : i� .; I ii:.....��_"`-­'�............- : a :1 w LU � � . S \ I'll. 72"DOOR ; . : i i, : z ,I � t U) ; --------_______-1--------­­­­ " .! I w �,t INSPECTION.FBC 426.3.4 ­­­ � �I r . / I ; - :; I . . 4, - -7 :1 I ': : i ___ , �, � � r_______^77_______=7__ � 0 EGRESS I : ; '� � � " �; ': . ; I 1. :: � \ i i: ­­... ,7 � � 4-, ..................�i................................I I......................................__ CEPTION ." : �: --------------­­ _` lfl-.:.-�7.�..����..........",.... 1� w I : . , I I .... =�'."".'.' .......................................................­ 1: 2. ALL FABRICS&COVERINGS TO BE IN COMPLIANCE NFPA 3: ! � ........I....................� ; i I._ ............ll -.1.1-1-1--l-.....--v.....__.....�...... ---- . � I - .i � __I --------------- ,,�,-­�­-,-­- .......�..................... ""I.I.. ! �- w � , - --- --------------- --7 �: : ; -—------ ____f-_ ­ - -,-",_­ -, : FLAME SPREAD. Ill � i I ­ ....... — Fol x I :� � ow.-""..:�::,.:,.:.--,.,--,.., --- I ...;--­-­­­;Qll1n- I .................. ---- : i .::... , M. .. C ; �; ---.I-- ........�!.!. ------I.—.111"',�'.� ,.*.'.*.,.,.,.,:.,.,:.,.,.""..... : I /_11, : Z TENNIS '. : ; ; ; : � ': . � ; I I I : _r : ; ; I I : I I: . � :: i '­_,�', / : ; � ..................... . � ; -......� - � � .-.........­__;............. .1...I—.............I.. � I 0 T--14- : PRO SHOP _­....... .-------.,-...r I ; I'll-, ____ _ �_ : ... ; -------- ; ___ ; ! ! 1, : ; . F �.............. , i : I I ! : / ; . I : � ; . : .. . " I I 11 �1'1........� 3. PROVIDE PANIC HARDWARE ON ALL EGREES DOOR(TYP.) I � � � I 11 I . . i ! f : � f k � ; ;FOUNTAINS i : � 0 ; I i I 1: \, � . ��­Y�-­ I : : , . : " i ;-__1. . : \ ; � ; w �: ; i=��z�=l ii 1, I : , � ; 11 MONARCH SERIES OR EQUAL. FBC 1008.1.9 DOORS F . , z! i I -TI ; i . . : I : I I I'd . I x � ___FZ_­1 .T . f -.1_.-1-1...__...........­: � . r 140 i � i I ;: It , i� I . . . ; I ; I ; :: ; . � I I I j . :: ; : .� 5,�. . I � i m I : i 1, I � ii 1P,".. 11 I _�111 F I : . ; :: A& Z 0 . I '' i ; I LE 10H I . - 1 . � 9 i VESTIBULE "- 1 � ; i ESTIBU : ; ;.......===,�;! i I -, . 11 1i 11 11 I �!ii � .­.....................I...1-....­­­­.................................._.. � I ;�/V : �� � i j , . . " . . ; .1 � 72"DOOR F� � 4. SHOP DRAWINGS FOR THE FIRE ALARM SYSTEM SHALL BE :i �,i� i � F " � i I ; j I 0 � . =1 41 ,_­­ , ; :?1.1� 1-1 " I w r .�i�� i . -7 ; i I � . . . !l i'll,"'," L_____1 -------- -- $1 F_._'15.'! � i , ; IIIIIIIIIIIIIIIIIIIIIIII 1 80 EGRESS _________ � SUBMITTED FOR SEPERATE PERMIT. . �; ,�_�. -_-,_ � � . '. , � ; . � , .: 11 ; : i _:..... : r '­,;�:. � I ; .11...11.11-.....-1...... . �. . ." ; : I ==,�L_ ; >_ .. ­........I——................ 1, ; .1 w ; : � 4' i . ­­­ - _'� . :� iL��- � '. '", � �t,\ :1 . - - . . . 7 i ; I 1� � ff.,.,,-,.-.,.�........... : __ . : 7 . /i i�'63,�, �i ; 0_�� , 5. SHOP DRAWINGS FOR THE FIRE HOOD EXTINGUISHING IN : . . . ; I.. � I � � --�,4., ,,,- ��� ; i I -- -I'll : . I ", I i ii \ .� r o I � - ,9 : I , �i '; .'==.-�; . ; , � ! , i .". W % - i . � : I ), SYSTEM SHALL BE SUBMITTED FOR SEPERATE PERMIT. . i � . ; - � I , - �; Cn ;�....I.....­......­.....I...........-.--1........-1.1-1.....'..,.....--1...I.......-1...."..-1.....I.................­.­­...-1.11.11.....1._......-...._--............. I LAU14DRY . �i I '�I I � 1 1: Z � � __�', 11� 1�1.', N i: , . : : "' i / , i % . : e"i ,11 ��,t I/ i : I!- I 1: ,� r): . �" i I f� N1_1 0 \ F—TE] : � 1� 1 0 I " I I ,; .__ 1�, fl-i. MEN'S POOL - L i 6. SIGNAGE/POSTING OF OCCUPANT LOAD WHERE REQUIRED ......; ; RESTROOM RESTROOM � _____,____ 11 C SET �; - ­ - � DI ,: "'; : I , I � d . i : . PER FBC 1004.3. : ­ A w ACCESS z, i ! I -_ 11VU i /- i : i I I ! BREEZEWAY HOWE I-_ COURT / : I , , F GROUP I/ 'f ; F ; i I : ; � E ; : I : � ; I � ; � I : FITNESS - : 1'�z Z) ---� z �=-­_==11' I 0 ; I 69A-60.0081,THE MAIN ENTRANCE DOOR SHALL BE MARKED \ M ri ONES 1 ) 1 .1 I & 2 — MAIN CLUB HOUSE — LIFE SAFETY PLAN f--- U_e_:3!_i: _ ; I 152A I 1 11 - Z 7. IN ACCORDANCE WITH FLORIDA ADMINSTRATIVE CODE , ,I F I.......� ...__......... I . : x : F ; ­­­­,.,.,.­.­....11 1�j I I � ________- -______----____ WITH AN APPROVED MALTESE CROSS SHOWING THAT THE : I- ; � I �_ � .�O5 Scale: 1/8"= V-0" : � I ; , � ; ­ ; ; . "-, - ; I .... I � ROOF STRUCTURE OF THE TOWER CONTAINS LIGHT FRAME U) w : 11 I : 1i . :; / ;� . I I � "'J; A ; . : : . . . . I -_ i ii � a F--j!--;;-,__ : : : ......--J -_\�) 11 :: 7- I..�. , f i i ;� TRUSS TYPE CONSTRUCTION. . ;F5 :i : :i EN'S TENNIS 7- . I . ; ': �:� :i : 1-11 k..... I 1 F /\ �l - il ; � : 5 I .; � I : \ :1 : � . : �,�.�, CADD DWG. FILE NO. �� I/ ;: : - ;� d I 1i I li ii : i ; RESTROOM � � � : E_.......___��­ ;: . -.1-1-.....�.....�.............� . : I _j� 8. FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED — , 10 : ; � :; I-,--,--- ; 1 j : ........ .1.11 � : I -, -\: . : i UA, ; � / I � i IN ACCORDANCE WITH NFPA 101-12.3.4.1.1 FIREALARM , ................;1__1 � : . \ I � j ;:._�"/ .1 w i � . : 1,-,, I n'. ! t* : 11, � I 0 e...111111i . . . � ; : � :: : : . I � i . :: '. : 1 I . :: �� . : : ; I i i . : w . t i � 0 U: :: I._"- - i' : . ! I i ; COVERED SYSTEM ENGINEERED DRAWINGS TO BE SUBMITTED UNDER , I - ___1 _7_1-7_7=1 � ; 1 � ; : . " I I : i ­ , : I i _-.... ; a . I- I-,- � : T - . I : ;..­......�...� ; 1 0 % . _ ..-_ : . i i ,ii' �PORCH I I . : a I ! ; ; i � . ...� � - �� . . I ; I SEPARATE PERMIT. "I - i ! � I I - F 121� � I . I 0 Ili:� ____ . i � ....... ;_-.-- ; i - I I � ------I I i I I F : � � i I ---IR : ; I I i I � "I : � . ; � f w ; � SCALE I : �.. I .. ; ���! ____ ': I 1p"', 1� : ; : ...� ......� j � � i � W /1" STORAGE I / , \, 11 . I : I i � I 9. NFPA 101-7.10.1.3 EXIT DOOR TACTICAL SIGNAGE. (L / ': I /11�' , i; � : ; I I ; i � �; , ; ; I, I ; I I __j i: �, :: : . : TACTICAL SIGNAGE SHALL BE PROVIDED TO MEET THE w 11 I-OD9 i: `,�,� 1 5 � F i : a ; I � 1: HA14DI .-,,,,,,, �i ':i ,! "H I\J �1 i : � T NIS I � i � . �w � 1 7 pm ; : , TENNIS i ; . em ; : � ; � x i_-.-_-.--.=_I ;: � 'I"', F, : ; / RESTR I x i AS SHOWN 5; �RVSTR : il 11 i R 11 _,_._1 : : :: . : i COVERED PORCH I � FOLOWING CRITERIA,UNLESS OTHERWISE PROVIDED IN ­_ 11 : ii I �� . : : �...� � i � . : :9 - _'11 ! - I 1: : : :: : " i d 14 ; 1: � I : � : :i 7.10.1.4 I,./ I IF 1; : : :: i i /_1' I � /; . : _: � - . . .: LU -,=-',1xz-_. � �,, 1� __-:TT : . I !� m r ,_ : : , (1) TACTICAL SIGNAGE SHALL BE LOCATED AT EACH EXIT - , " 11 1; i ;f� : ------ ­­­--- ------ ­,_,__­­_,__ , ­ , 1. � .---- :­ r..........------------- a , I II I :� - � I"j) , I I A- � DRAWN BY U) .- - I '___71 � [",�, DOOR REQUIRING AN EXIT SIGN. ! ti�- r -1 ,'�,:;�i I , � ; .."',_ ;_�,Z:--" !..'�i . ;: �, i � ___ ?I i; . �: . D ; .... "; .......�........... .1 , � . I , �,; ; — , ­................. ----- ; I, �' I / . ; , I- � ; ,_�.__ � _% '! i �� (2) TACTICAL SIGNAGE SHALL READ AS FOLLOWS: EXIT , w ________71 _____Ippk� ............................... IF,_-_- _w;--------- I'- -­� r ;i � ................ � - "', -, " �1. IF � I---- �__ : ,::::::�.. ..........��.:.----,-,-,.......�:::::::::::::..:::..:::: � . I i w ,.::::::.......I..... - ... �.........----1......� :; , 11 � - I M � w - : , ,//� \, � �, I; A '" ii � (3) TACTICAL SIGNAGE SHALL COMPLY WITH ICCIANSI SMz . I , i __ I . � � � 'OW/ � , i I ii NAL STANDARD FOR & . k ER /_.,,I , \,� � � , ...... .......­ - I — ­ ) / ", , i i � Al 17.1,EMERICAN NATIO I I ��.`­, V-Ab j � / if "I :�7� _)Ck � � � MF ,I MECHA� ; � ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES LEGAL DESCRIPTION M \ i i I I / % ......­... � 5 � !1e \, I/ : % i 10 I i ; : I f-------------,I ­­­ : "I 13 1.....I—.__ ; i : : . � ________ � : 1-1......... " : � x i 11 ; \"11- . " , , . � . , . - - 0 , i TENNIS PRO SHOP '__1 _1/ __-1,; - ,_AF "'." , :; , : -.1 i q�___, I ;3C.,--, . ��,_�- � - i ;.r ..,=:;:::�'! - :� ... , I , ;: - , LIGHTING , , , 3: F I :, :i .1 I -1 i - : - , ;, I .1 " � "I", :: ; .., i . - . co I - :.U�,_:i i , EQUIPMqNT SF / 300 I.-......�........................I 1"� ]"'I'v-.... ;: ­J� _QL _.. ­�,------____ --.-.--- � . - a � .. I . � I I I + __is. li 1, I FLUORESCENT FIXTURE �_ OCCUPANCY i...............I.....-_�-Nzz::�-`-'­.....�­­-��. I --- F � I 11_:_/ I..........`--*--/`­­ I LL GIfOSS ;_j —.-...-.,...I.....I.,------------------11................... i.- J�d DIAGONAL SHADING DENOTES LIGHT FIXTURES __' ____________r -------I -1_---______ - .---- i � 0 PERMITTED - 14 PP � EMW..........----------�.....................�....I—. 7 CONNECTED TO EMERGENCY BRANCH CIRCUIT. I w : I ; � �_ PERMI TED - 1 Pp �.................._..........1-....�-------­...............--.1-11-.1-----1-------11....­­­,....11.1-11........1-1-------I....� k Ir EXIT LIGHT FD(TURE PROJECT PHASE < PROVIDED - 14 PP 0. PROVI ED - 1 PP (& DIRECTION ARROWS AS SHOWN(SHADED 0 � QUADRANT INDICATES FACE(S)OF FIXTURE) PERMIT SET - . z `� T E I Ci FIRE ALARM/DETECTION SYSTEM/LIFE SAFETY w `� ZONE 4 E SAFETY PLAN PROJECT NUMBER � r3 3 — CABANA — LIFE SAFETY PLAN r ENNIS / FITNESS CLUB — LIF El MANUAL PULL STATION PHOTOELECTRIC w � -�O5 Scale: 1/8"= V-0i" 0 SMOKE DETECTOR 18-11- CO) Scale: 1/8' = V-0" F4 w ��-05 CEILING SMOKE DETECTOR It IONIZATION cn COMBINATION AUDIBLEIVISUAL 0 SMOKE DETECTOR F_ SIGNALLING UNIT- 2: � 0 HORNIFLASH ING"FIRE"LIGHT DUCT 0 SMOKE DETECTOR x AREA & OCCUPANCY CALCULATION TABLE 8 VISUAL SIGNALLING UNIT-WALL _j _j MOUNTED-FLASHING'FIRE"LIGHT rr7DA FIREDEPT. < ONLY(NO AUDIO DEVICE) ACCESS Uj CALCULATION &COMPARISON 0 FIRE EXTINGUISHER LOCATION x FF-D-Cl FIRE DEPT. D TABLE misc. SITTING misc. TABULATION (S) TYPE-12AI 013C' �_ I I 0 0 FIRE EXTINGUISHER LOCATION ATLANTIC BEACH, FLORIDA LU F- CODE REQUIRED COUNT TYPE-W(KITCHEN) 4 = 6.^751�:,)-,-t)A- -- � 0 * . w SEAT COUNT ONLY GROSS* AUTOMATIC EXTERNAL i 1� ". , DEFIBRILLATOR ", ,,, � � � ,, � , < �11, � ACH EXERCISE LOCKERS �, �_, I � V ATLAN :, �:., � �, `.I, e� = FBC CODE SECTION WAITING KITCHEN BAR GRILL DINING LOGGIA DINING HALL OFFICE TOTAL �" " I � 0 - INDOOR OUTDOOR TOTAL =1 EMERGENCY BACK UP LIGHTING , ,,.,-I*' i-' D STANDING SrMNG GOLFSHOP TENNIS SHOP WITH EQUIPMENT WITH NO EQUIPMENT .-� 1* ,*I- a — FF_S_A� FIRE ALARM SYSTEM COUNT ' 11.�_i,,�, � UB � � �e 15 I(�60,SF 11`60 =478 PP, 171 4 S F I 1 5, 5255 542 PP ,-,�L�0_11 - - , ; I , ; 11 , " ? � �It,- z FBC-TABLE 1004,1,1' 379 SF!5 262 SFi 15 2411 71 5 F/2 0 0 G R 0 S S 3 s0l L F/I 8" IF 0 05 S`-f 656!15 984, �4(x) 580 i 30 4215 ?30 "I 288;F, 828 i 50 ' ANNUNCIATOR EST.#QS1 LSRA 3ULA`ED: NFPA I n, 4.1 9'PP -9 = =4 7 PF', CAL( 11, _,12,1,7A,2 _7 =12 PP =20 PP =51 PP =43 PP = i; � =14pp 25 PP =25 PP =3'3 PP i 0 �,� -_-,-75 PP , i , I - PIP =,9pp . ^ -1 x I . MALTESE CROSS-IN ACCORDANCE WITH FLORIDA I� ` - 0 TABLE 64LF /3 262 SIF/15 1200 GROSS 3OLF/18" 1005 SF /7 656 /7 1795/7 984/100 580 /30 425 /30 1288/30* 828/25* 1660 SF/25 =740 PIP 714 SIF 787 787 PIP 0 ADMINISTRATION CODE 69A-60.0081,THE MAIN ENTRANCE MAIN CLUB HOUSE, ,'ANAj Ci * 1004.1.1 (WITH EXCEPTION 1004.2) APPLIED =21 =17 =12 PP =20 =143 PIP =93 PP =256 PP I =9 PP I =19PP =14 PIP =42 PP =50 PP I =66 PP =47 PP I DOOR SHALL BE MARKED WITH AN APPROVED MALTESE -� L I . . . ____ I - CROSS SHOWING THAT THE ROOF STRUCTURE OF THE & TENNIS / FITNESS CLUB — TOWER CONTAINS LIGHT FRAME TRUSS TYPE 14t 0 CONSTRUCTION. 0 CODE RESEARCH & N * ALTERNATE NOT PURSUED DESIGN PROVIDED COUNT NOTES �_ =: __ - . LIFE SAFETY PLANS 0 -1 — w =87 PP =12 PP =14 =40 PIP =16 PP =62 PP =6 PP =19PP =14 PP =42 PIP =50 PIP =66 PP =418 PIP =24 PP 442 442 PP . **SEE ELECTRICAL PLANS FOR FURTHER LIFE SAFETY FEATURES I � � 0 OOR SEATING 1] I G r :DIN I N : A CCUPANCY MITTED _ 47 PP _ I VID:ED 24 PP — \ "' 11 ( 1#� = 0 1 . ., These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the M Al 005 �w I ,�* 0 - � 4�� overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of . , - 114V 4;. �,,�� these materials can result in substantial criminal and civil liability. 0 41 ;� I © REVISION#5-REVISED SECOND FLOOR D NOT MEASURE DRAWING S PLAN {AS PER RPC FLOOR&ELECTRICAL ...,.,_..........................................................w,._._.____."__µ._. ___ PLANS) NOTII�'Y _CT 0!' ANY AND ALL DT3CRffi�ANG�3 _____,��_____..,_,.._. : 'x-11,,.11_:..- r: fr M--. ' :E :::�x l €t ;F,s , £??; ?si :t? _..,_..___.........,..____._._, „.„,„._:„.„. ....,,:w.,._„.1.11.1_._„_ 1.1.1.1._..1.11.1_. .1,.11,1 1.1.11 E,.: ii !: % r ,_ _....__...µ._.,... ;,' 1 _.. ,11.11__,_. {{ iy" _„ `� ,P, :1 p :, s s: i Js IJ , ',....,,.. ---_ #?i.- :_.zr € �� I ;,y. > _.. { E ;; rf- : REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS ,.=A�._ _ _ 9 :i ___......_._.._....,___._.....;1111..,,. : .. ___.__._...._ 1111„._,...,.__,__. _ __....,..... _,_..,M.......'. ..,„,11,1,1.,, _.._._.. "i, „ Y' ?: �' 9 o � ' ,' `:,>»tm*«°'{ i i.�. ^f. < [ !i[i ?i sr s ,t�'i t "`'+� �J� -..,, //'�" ''n £: 1 { r: '. € -- _...._.... s -_ _ , ._........__: :? a rr " .1.1.1.1__ ____ ___ ., y:y. ;s fo 111 f f ,,, °.aj,'�b l "; i /,_"� ''=:.. 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'- .1.1,11._ .1.1.1,1. .....-...__......._._-..-..-_--.-..-_.__......-._._._._._._._.,,.„.,,_.....,.„-._._-....,._.,..,,...._....,__...._........_......,.....„.._,..._ <3t, l ,. ,t ff %f I, i � f, ,a .� ( , f tf f, ;f fit r �� AS OF: JUNE 1 2014 _ ;,r xi 4i t. €. :. ......_..' FI %`t t` t f j f/ j� `� _, ,11.11.. ,........F ... ._ „r f .1111_.. :r fit ...-.-,..-11,1.1 `'\ r"• i s:: % ` �. Y. " "'"" 11 // �� K,�x CHANGED SWING OF DOOR CH3A OF G PRO SHO ( ) ZONE ` I- f O l 1I : r' CO r:, ; 1 OLF P 122. � N € I`; ; 1I /� / °� '` REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS(127) ZONE ; M i ^\ C7 � . ?= 1.1 I i s ., �` r W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, ! : -- i f ZONE ZONE N € ,° .: , ;Y: F ., "._ off ., j/ `.' '`, EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON 3 4 i O .D /� _._ ;. E�? { /l .i" `'; WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE c:;, I € ,....._: � •O w •- O �� E d i � �1 54 ZONE _ ,;E .111.1.., -..._..1 f LL O ; Cn J ' r'`/ SHINE AREA 129A. REMOVED DOOR CH22A. RENAMED ROOM 1 i ( ) € E_::1111.€ CO --- �.�.:,.. CV ii 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. t -'•, :.-.-.-.-_- -- r O O O __,_._,,,_._._ z, _ i:9_......_;.: , a REVISED DOOR$WINDOW SCHEDULES " C N , : . _., .1 . / 3,t /.., ',,, ; { k � c -:'::"....." r � / , � ,�, 2 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). 4. r Y O O E�? , E Y / , ���1,,r CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. . X ,4 t , , ,r .'rte ; .__.;F : 3 fz< Q X _ -� -�'' - ;= KEY PLAN �- i I F *., r z 3 REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 '' r LL , .: O - ✓i" ,'' ; ,,_,� , ; ,' �'x y,.,,,r ,:1111 COV , ;E + -- �_f �M;__ ✓;" FIXED. dNN' , .1111.s s E E; : I>S :�" r; Scale: N.T.S. ( In , o i :"=" { ' '' REVISED SWING OF DOOR CH41 OF MULTI PURPOSE ROO ( 0 ) T N f 1,H rte''✓ CIO € 1111,. 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O - , - ?, .1 3 iii E ? ;z,,.,,;--s t _,,... 1.111,,. ,„. ..E.... ..€:1111 ........ ..• fib„ I € < p i :; ;: ' :££I !f i '' € ,,: E; ;![1 :. Ii :. E;; ,1111 1111 E w, €i a `� ` €11 `( 6 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE U 55 .._.,...,.,,_-__,..._.,....,.,.,. ; 0 i ': .4 ___„__ _ __ : : { E: ..I it :s £E :i E _.: µ_..-„.,...__.._._...__ D 33050 SHUTTERS TO NORTH ;f ( ; l` ii ABOVE KITCHEN 111. ADDE � N if F€ ' 1. :, DE ANALY I FBC 2007 i I- ;::;:E:E ; ;; s:.. ::;;;.{:. i y :: .f:E it ',, ` 1 co s s - E: '- -- EE FASCADE. ---- g 1:111 :y- :; _................._...,................-,...,..........,..,........„...,..,......,.. a `i it it ' s _______-___ .1.1.1.1 _ __ ia€ i - , ?? ;; .-._...-.-...,....._..........................-.-:......_..:.-1111-..:......:., ., :, :: FE it :E ' r,;; :i E a; s ,, ,, ?: ;: ; ,% ?? .. ;3E. .. ; ;1� €€ EE .,...,_._.._..,_....._,.,_..,,_..., ......_._. jjL� ._...,._'��;'y...r._.,_.__..,-..iy,.,._„„_,,,.,._,_,,...,,,_,_.,_,,.,,,,,,..i-..'„_'L ,,.,_.._,...,._....,_...._...._,...„1111_,.11.11.., �1� ;:; I; ,;:E W/2009 MODIFICATIONS a O ,,. , „ s;: ,. , :, '; ?iE E '• _,E1.., 1.111-g...........................9....::::::::;::::::::::::::•' t q. o z ¢,'i':F;:;i ,,, it ,,. ! t, i i ; €s i ( ...E i€ 'r€ ii , ,..........:,.... ;, , r E_; ; ,, s E� ., .; ;,i z€ __,.„.,_._..... :€€ : :: :E iE R.R.-1 T MEN' > r . r, £ f :,, ____.______.1.1.11.. ___ DORS T4(MEN'S TENNIS 52)$ 3(WO S s : i 1 .1111......_......, _ <€ 31 CHAPTER fi-BUILDING TYPE: i is ______.�___,_______=_____ __ o i :, ,,, ::.:.:.....................................................................................111;1 :, :: E: :?:. .. :� :: ::i ,, i' :i €` - I „. { E E E i� , € :, f: ::r.: :: s: ;, :3 :: :E: , > r- ,i „ s ""- ...... fir.... :: ,, r Es TENNIS RESTROOM-153 TO SHOW HALF GLASS DOORS. _ . i :: I; i �, ;: ) TYPE V B UNPROTECTED'SPRINKLERED" ;: _...._.......,.._......,.._......................... i 0. , _, , 3 :: £: `:'•!? ? it 3 "€ N :, {, € ., 1111�.j��........ .. .$ i dow ,1{1' { 7 I _�_ k. :, :,. ii `? " i .................._._.........,a..,..,...... / . .k; -, ; : E : :3 E !€E / VISED DOOR SCHE E. O e. s E ,, s �f ._._____4__�..._�-.---_ .., , . . ? !: RE DUL ---- ---- r :?? , iE N : ?i I e. ;; , t§ ? ; w 3. ,.. is LJ y. €i r ; € _..< g Mw-1.1.11... CHAPTER 3-OCCUPANCY: : _ _ ?: £: , € €, li 1 ` .177.-i€ ! f .: `S ;,., �' ..... 1111....... is .: .? ., €£ it :s E% i! jI % i, ii ...................._,....;s...-..„.,,....._,,.,..,,,_...._.....,.__. 1111,. ,._..,._,.:_............. ...,.......:.....,._-.,..,..,..,..•.._....._•f,......-... 11._..1,1-_... .,...._..,....s,,........,.._.,,_.....,,..,......_...........,.:.....,.......... ..: EE .............ti.... , i ? ? i r r , ,, .s .__,_,.._,... ,._..............__..,4 111,1.. _.....r # .'br- r <: „t, � � :........................_ , _.......___......� �_._.................t __..,_.W. � ,...��-�:_...f..._._...- ASSEMBLY A2 RESTURANT . f __ ,. ,. .1.1,11._ _. a••'-' .. ......__._.............._...._......__...._._...._..__.,.1.1.11 �,_ �.._,_... „ , _ [.1.1.1.1 _.._.._....f __._..__-..___._..._.______..__._W__._...._......_., _...._._.._.._.. _...__......a..._._._..__.._.__.,...__._...._._. ___„.__._, ,,- 1111 , __ _ _ f ,.. _:....._fx ; , r Y__-_. :,_, ._ O NERAL MANAGERS E E -' --r € :€ ,. 1 ,.. : / AREA$HEIGHT: -Y€ E I£ .F € OFFIC REVISED WINDOW SCHEDULE `G.. E dt,...;: ..'1111.,; ; 1 3 :.....:....:....$) , ... s o w ;, d,.,,...... - (a)F SQ.FT ... i r i .• '.r E Y:.... .Y., �. ; ; ;. ' --__•-_- ; f (b)ATTIC STORAGE: 1,2142 SQ.FT. :: , , , . : :- .11.11.. .. E 201 . ` ` „:- I ` -; ! 9 REVISED BEVERAGES(119A)$EQUIPMENT IN KITCHEN(111). TOTAL 1 76 SQ `- , E :: , E :1111 LANDLf11G....._€.1111.._...........__,..; ;! € I :._.I f i,'s. i `; . i r r -'� _. c BLDG HT. 2 STORIES' =34"-T €1111 ... .. �. .1.1.1.1_ E 200 ,r .1111; 3 „ ...# ( ) ( ) € i , , : ff " ` 10 REVISED EQUIPMENT IN BAR(120). "504.2 ADDITIONAL STORY ALLOWED 3 F_:£'?i - sem_;_, 's}€ s ...-.1.11.1. , e: i ?£ .:• ..,i .`- E'" _�'-.,s € , ? ? Lt_r : --.::: is - _�: �.,,.,,.,. I DETAIL OCCUPANCY REQUIREMENTS(CH.5] 1 i 3 � 1 -" { I 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)$FOOD$ I;: i / r 36"DOOR €; r { (a)6000 SF-ALLOWABLE AREA CAN BE INCREASED BY -. � € " _,__._._,_nµ_ .., _._ _,_..,_..., {;... , BEVERAGES WINDOW(005)BY 1'-2 (VERTICAL DIMENSION) - CE WITH FBC 903.3.1.1 E, 90 EGRESS :::�:,:..::.::......: I 1 j ,' ` ...,. .,m _ 1 e:............................""".,_. AREA AL OWED C 8P000 SF(SEE ABOVE ,� E; __ - r _ .11.1.1_ € I __._______ ._.W______ : •.., _ .. , _. - _-_____ _ --•'----- ----.1111.._ _ _ ___ ..�..._____-__ -. - �� __.1.1.1,1___._._...,_, - _- _ _A____ --- -- - ;t l ( PROVIDED AREA:17,876 SF 17,876<18,000-IN COMPLIANCE 1 :. .' "------ ---------------,------ -----------------.-------- -` ' ______________ I_ __ �_�__.________.. ------- ---------------- f {, 12 ADDED AWNING J COVER$COLUMNS TO DINING PATIO 006. b 506.2 STREET FRONTAGE INCREASE NOT USED AT THIS TIME. E ? �. ACCOUNTING` ':':•:.:::.:::::::::::.r; _.........__...._............__._ € ` - { ' £ ;i ' -r ; ; [l J €'`. REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. O i i € _ i 200A € € # M z. €3' „ f;... .... i `' MAX.OCCUPANCY(CHAPTER 10)T.1004.1.1 E i' € " i M.."_.," / , 1 i € € FIRST FLOOR PLAN-ALLOWED-PERMITTED!PROVIDED-542 PPI CONSULTANTS i i _-. 1 442 PP f-: E I ! {: '` a� - i ( I£I >i li 13 REVISED DINING HALL(119)CLERESTORY I DORMERS TO SHOW " I r € 1 I 1 _., . ;? F sL ' € WOOD SURROUND. REMOVED ALL SECONDARY BEAMS I i .....-I , R = a LLOWED-KITCHEN/UTILITY-2 471 SF/200 SF IG O 12PP 1 [ ; OA SS t ``_ ;::�_ � 1 w oD STRUCTURAL ? I � � f REMOVED. REMOVED ALL DINING LOGGIA(1 6)BEAMS$ O PERMITTED/12PP PROVIDED iE ^ .1111: ... _...1111: ._:.�::-, ;___. 1111._ { ;?"` ; �r ..,... - T tw -; 4 5 I CEILING FINISH. REPLACED W/GYP.BD. ` ; 1 ,€I i€ € i :I" (b)ALLOWED-SEATING=GRILL"-1,005 SF/15 NET M CVE IG H & MAN G U M .. ' - _ y. - � s.; / i' /{c 111.1_. .1111... .._......_._..._.._. 1111_...1111._. =67PP PERMITTED/40PP-PROVIDED-IN COMPLIANCE -1,--: - ___ _ =_ k.._...... ___ _,..,__ _ _w___-____..-.-_.__ .1.1.1.1 ___.1.1„.11._ _____1 �- - ------_ .1.1.11__ _ € . [; "�irY _ _ __ ' £ - ENGINEERING, INC. f;_�;N !t_ -, I i` 1,111 .__ ''' r 14 REVISED LIFE SAFETY PLAN 1 I ; (c)EILLOWED-SEATING=BAR"-30 LF/ 18"PER SEAT 9133 RG SKINNER PARKWAY I --= ': �_____ =20PP(PERMITTED)/14 PP(PROVIDED)-INCOMPLIANCE 8 t !€ 15 REVISED GABLE END ROOF AT RECEPTION(150)TO SHORTER HVAC/MECHAN L i ¢ # JACKSONVILLE, FL 32256 MEZZANINE { _€ OVERHANG. (d�LLOWED-SEATING-'DINING LOGGIA"-656 SF/15 NET =43PP PH: 904.483.5200 GENERAL MANAGER'S SECURITY TE N�RAVEL DISTANCE 2oa " f (PERMITTED)/16 PROVIDED-IN COMPLIANCE OFFICE u i - - - - 201 203 u:,. z O HTS ACCORDING TO TELEC F_NCE NET -119PP M P&F P T> 100 ft ALLOWED ��I ----- EVISED CEILING HEI ( ERMITTE ) 62 P ( ROVIDE } IN COMPLIANCE EXIT PASSAGE AY#1 -36 _�'_._.°. R (e LOWED SEATING "DINING HALL" 1,795 SF!15 I 16 G ONFER )� °i ii i` P D / PP D - :'. ; 'I I Fr WI PETE RODRIGUES : i FBC 1021.2 , 6"<50PP i `' 1 #I,__-_ i i€ . 2 (1)ALLOWED-FOYER$RECEPTION 379 SF/ 5 GROSS =75PP '- --' - I _ (PERMITTED)/75 PP PROVIDED-iN COMPLIANCE ; € E , MA E - F - .1.111 _ (9) ALLOWED DINING VESTIBULE$WAITING 262 S /15 NET 17 9133 RG SKINNER PARKWAY _............................_.................._................-........................._...... . ....... ..... .....,........ ,...... .. i f , ; ; 1 W/2009 MODIFICATIONS " _ i P ERMITTE 1 ROVIDED)-IN COMPLIANCE L t __._.__. JACKSONVILLE, FL 32256 i i - ° < k n I V r ; ` .-F _�.�,'', `' CHAPTER 6-BUILDING TYPE: ___ i (h)ALLOWED- OFFICES 984 SFJ 100 GROSS= 9 PP(PERMITTED)/ PH 904 483 5200 _ >�( _________ .1.1.1.1 __. _- - ,I .,,_ TYPE V B-UNPROTECTED'SPRINKLERED" 7(PROVIDED)-IN COMPLIANCE _ __ _, .1111 . �._�_ ___.____-____�_ __�__- s -- - f f i i f _- „ 3 w' i ; ; I _..:.€ __.1111_ - . CHAPTER 3-OCCUPANCY: --- r , ; ; „ '` (g)ALLOWED- LOCKERS 1660 SF/5o GROSS ELECTRICAL 1 j -„' ASSEMBLY'A2",RESTURANT =33 PP(PERMITTED)/33(PROVIDED)-IN COMPLIANCE ',, s 1 . M ' ' € AREA$HEIGHT: (h)ALLOWED-MERCANTILE(GOLF PROSHOPS) :, i (a)FIRST FLOOR: 16,662 SQ.FT ' s 580SF/30GROSS= 19PP(PERMITTED)l19PP(PROVIDED)-IN ENGINEERING, INC. I ' __ __ .1.1.1.1_ _�_ ' ' `_- (b}ATTIC STORAGE: 1.214 SQ.FT. COMPLIANCE -----_ _, .._-................._....... ..... _.......1111.;. W :.. ......_. x TOTAL: 17 876 SQ.FT. , , .1111 _....._.._ _....__..._._.. „> 9133 RG SKINNER PARKWAY -- 1.11.1.........._....... -. -. . ..._......._...................._. .....--- ....._...._._...._._.,,.....,.,,.1111... .,,..__,_,....,_,.,......,_. Y D ___ r,,4 r (i)ALLOWED-MERCANTILE{TENNIS PROSHOPS) 425 SF/30 GROSS JACKSONVILLE, FL 32256 U _.._....................._..._: i ' { rt F i ...._.............. (c)BLDG HT.(2 STORIES')=34"-7" _<, 14 "504.2 ADDITIONAL STORY ALLOWED = 14 P ( ERMITTE } 1 ( ROVIDE ) IN COMPLIANCE PH: 904.483.5200 ;.''-::..; ` = ---------------------------- /r„_ /` s........_. SINGLE EXIT ALLOEWED PER TABLE 1021.2 _ I €i€I ; € I __ `I „-✓ Q)ALLOWED-EXERCISE W/EQUIP.1288 SF/50 GROSS U i y -.:_111.1.. _ , i / �� E . `.,,...:•�,-:'�=ik ... .. =25 PP PERMITTED /25 PROVIDED -IN COMPLIANCE LANDSCAPE ARCHITECT _. r ------ _- f ' E ; -1111.,. ` ' -1111.._..............1111._... ..,.,,.......................... ; i , .1111, ,; <';;; (k)ALLOWED-EXERCISE W/O EQUIP. 828 SF/15 GROSS= 55 PP EUTHENICS STUDIO _ .-' w , . ' r ,z . �a i , , IE U : _ .11.11 1-1_t•, (PERMITTED)/55(PROVIDED)-IN COMPLIANCE _.;t .. ... `", 1650 BEACH AVEN E 1; a : ; . i t 1 ,. f _. ,-.1.111.. _ _-- o � ...1.1.1.1.._., ATLANTIC BEAC FL 32233 KT... T :., �;r 1 r A.t ,, -.. ....._..... ..:- Y t `,,,` H, �. F �---.. ' �`� ; .r €. 300 PERSON THRESHOLD VOICE EVACUATION SYSTEM z �.£ ::::....:. I ,--'_ t` I PH: 904.246.6219 ,, / ;• [ r ACTUAL PROVIDED INDOOR AND OUTDOOR COVERED SPACE ... _ ;? - i 1111,;.1111, i T. r .r, ...:_. r e -/ u' 1111. .. ............. __......'s p €„,. „ »; tea,:;.:;. ------ PROVIDED -442 PP tY _ -.-....._... ,. -- .... ' ;. ,,` ; £ ..„_„ 1111.«?, :. _..,,.,,.,,.,.�,,:... ,., j . ■ 1111 -- -"_____ t,..„......__,..E._.,..: .:'.':•. . ,e '- ...__..__. U E x _ ......{......................-............... -_...._._.________ "__, ;:I 442PP >300PP THE FIRE MARSHALL WILL DETERMINE FINAL , � �� e:;' �- - ..........._._....................._..........__............. . .. _........i 1111; 1111_.. .__.1111._... ...... .._... ._ O 1 „� : r' .........;t,... �; APPLIATION OF THE VOICE EVACUATION SYTEM REQUIRMENT. �' I =-�_.. 1 REVISION DATE �' - /,. "1111 r/ :. t„ - OCCUPANCY COMPLIANCE-552 PERSON PERMITTED ,7 .. .......... ........1111 .yJ .._" : •�;��;.. lF i i ; W .�=:z� �-'- �. ACTUAL PROVIDED INDOOR AND OUTDOOR UNCOVERED$ - ------ �� ,. s _________. ___ __ PERMIT ET 121 1 cn �,e_ _,� _W�. I S / 3l3 , .,,,,,, �: .,. , �<, W �� s.y _.. .__....__._-___�__ --.__-- t ..;. COVERED SPACE ..- -............... . .. .�.. :W Z ,- �•-�'�M� i? :... .._ _....,..----...._:.:.. -1111_ ......_._...__.,__�_ ;, / __ _......, - ---� --------- i SEE SEATING TABLE O ./ n. ; ___________-_______--_-__-_ ._.__ .1.1.11. _ i..................................._............ < U € :., i t ..... .............._...... .. 442 PP 542PP REVISION ------ . _....._..................._ _. ......... ...___ .1111.-1..11.1. 1111... 1111.. .1111. .....___._.. .111.1.. .. ....................... .._...., ;:, - ->i, z ;; r PLAN CHANGES .........._..........-............_........_........... ........................ ........ ...r........ w ... k, : �� `,.* .11.1.1 ;? E 3 1 / :: i `:. ; I €; / .` s. � i NUMBER OF EXITS$CONTINUITY(CHAPTER10)T1019.1 REVISION ___ ___ / y i �,:.���/ (3)EXITS REQUIRED PER FLOOR Q 03/25/14 m (13)PROVIDED @MAIN cLUB LIFE SAFETY PLANS 3. � I ; _ _ O __ _.. -- -- (9)PROVIDED Q CABANNA$FITNESS 3 0 MEETI G COMMENTS 04/17/14 a _________ / . f/// --'---__ ._ .11.1.1___-11.1.1 __ EXIT ACCESS TRAVEL DISTANCE T 1016.1=250 LF-REQUIRED REVISIONS (a)FIRST FLOOR-CURRENT MAX.TRAVEL DISTANCE-115 FT.- 05!22/14 WIDTH VARIES-MINIMUM=44"WIDE(COMPLIANT 225 LF>115 LF) 4 RPC PLAN REVISIONS Z - s 3' ' 5 EGRESS WIDTH 1005.1(TABLE] REVISION 06/18!14 .._.-. < f . MAIN CLUB-828 EGRESS INCHES PROVIDED/82 INCHES REQ'D. RPC PLAN REVISIONS W M CABANNA BATH$FITNESS -504 EGRESS INCHES PROVIDED/25 2 INCHES REQ'D. Q REVI I N - 1111_.� ,,.a'-11,11__. F rr ,, .-. E i 6 OWNER'S REVISIONS 7 4 PLUMBING FIXTURE COUNT FPC TABLE 403.1 m i Q REVISION-RPC - ADA 08!07114 FIXTURE / TYPE REQUIRED PROVIDED BUILDING CODE RCVISIONS O i (M$W)1 PER 75 REVISION-RPC - cc (WOMEN-12 WC) FIELD MEASUREMENTS (a) WC$URINALS (MEN-SWC$5 URINAL) 10!08/14 542 PP/75=7 UNITS O ti _.1.1.1.1__ } - -� .. _ _W_. w_________.__.__________.________________ ___ _.________w._, Z j„is i; »is?? -„::-::_.;1_;i 51 ..._,.::::�:„,.,. {b} LAVATORIES MEN$WOMEN)11 EA a 54 PP UNIT __ _.___.___ ____________ __...__.__ c M_ 4 ) RESTURANT- ��! °_ {c) DRINKING FOUNTAIN 1 PER 500 i Z .�___-._y,.._ q2 y -__.1.1.1.1___________�_____ 11.1.1.,, :::; ?,.i'k."i E - % ii;: .�..,..,1111,.....,.., ? €i , (d) SERVICE SINK 1 REQ'D. (1) W _ +r Q _. _ . U - ARCHITECT'S SEAL Z i 2 I I I NOTES li i . 0 1. COOKING EQUIPMENT ISOMETRIC DESIGN$SHOP W I I DRAWINGS SHALL BE PROVIDED BY HOOD CONTRACTOR OR i• LICENSED FIRE SUPPRESION CONTRACTOR PRIOR TO FINAL INSPECTION.FBG 426.3.4 _ i 2. ALL FABRICS$COVERINGS TO BE IN COMPLIANCE NFPA � i FLAME SPREAD. O 3. PROVIDE PANIC HARDWARE ON ALL EGREES DOOR P. O J �.y MONARCH SERIES OR EQUAL. FBC 1008.1.9 DOORS ) iii;;i ; iii ` W , r ' ` r 4 SHOP DRAWINGS FOR THE FIRE ALARM SYSTEM SHALL BE >_ : x SUBMITTED FOR SEPERATE PERMIT. g ='---_- ._.__..._.._..._._.__.. ___11,11.^�„ L__._ _� i 5. SHOP DRAWINGS FOR THE FIRE HOOD EXTINGUISHING p ............._.......-..._............_._.__......_.._..._..-........_...-._....................................._......._...........".._...............-............_.........,............... SYSTEM SHALL BE SUBMITTED FOR SEPERATE PERMIT. w 6. SIGNAGE/POSTING OF OCCUPANT LOAD WHERE REQUIRED 2 ZONE 1 - GENERAL MANAGER'S OFFICE SECURITY & HVAC MEC ANICAL MEZZANINE - LIFE SAFETY PLAN PERCORDA4.3. F- A1.06 ' 7 WITH AN APPROVED MAL ESE C O SNSH W NGET ADT THE _ Seal@: 1/8"- 1'-0" 69A-60.0081,THE MAIN ENTRANCE DOOR SHALL BE MARKED 0 ROOF STRUCTURE OF THE TOWER CONTAINS LIGHT FRAME TRUSS TYPE CONSTRUCTION. W U 8. FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED CADD DWG. FILE NO. 0 IN ACCORDANCE WITH NFPA 101-12.3.4.1.1 FIRE ALARM ` w0 SYSTEM ENGINEERED DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT. CL W SCALE w 9. NFPA 101-7.10.1.3 EXIT DOOR TACTICAL SIGNAGE. TACTICAL SIGNAGE SHALL BE PROVIDED TO MEET THE W FOLOWING CRITERIA,UNLESS OTHERWISE PROVIDED IN AS SHOWN r 9 7.1 .1.4 D (1) TACTICAL SIGNAGE SHALL BE LOCATED AT EACH EXIT W DOOR REQUIRING AN EXIT SIGN. DRAWN BY m (2) TACTICAL SIGNAGE SHALL READ AS FOLLOWS: EXIT Q (3) TACTICAL SIGNAGE SHALL COMPLY WITH ICC/ANSI SMZ 2 A117.1,EMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES LEGAL DESCRIPTION O Co LIGHTING _ I_ i LL FLUORESCENT FIXTURE O Q DIAGONAL SHADING DENOTES LIGHT FIXTURES F- CONNECTED TO EMERGENCY BRANCH CIRCUIT. < n- EXIT LIGHT FIXTURE Q ® DIRECTION ARROWS AS SHOWN(SHADED PROJECT PHASE Z QUADRANT INDICATES FACES)OF FIXTURE) Q PERMI W FIRE ALARM/DETECTION SYSTEM/LIFE SAFETY f PROJECT NUMBER Wn MANUAL PULL STATION PHOTOELECTRIC w ® SMOKE DETECTOR 18-11- w e CEILING SMOKE DETECTOR IONIZATION = COMBINATION AUDIBLEIVISUAL 0 SMOKE DETECTOR SIGNALLING UNIT- _ AREA & OCCUPANCY CALCULATION TABLE HORN/FLASHING'FIRE"LIGHT 0 SMOKE DETECTOR <J L MOUNTED-FLASHING"FIRE"LIGHT FDA FIRE DEPT. NEW C O N ST R U CT I O N VISUAL SIGNALLING UNIT-WALL ui OCCUPANCY ZONE 8 ONLY NO AUDIO DEVICE ACCESS ly CALCULATION &COMPARISON ( ) TABLE MISC. SITTING MISC. TABULATION (S) O FDC FIRE DEPT. W FIRE EXTINGUISHER LOCATION TYPE-'2A10BC' CONNECTION QRI DA CODE REQUIRED COUNT © FIRE EXTINGUISHER LOCATION ATLANTIC BEACH ;, U TYPE-'K'(KITCHEN} a SEAT COUNT ONLY AUTOMATIC EXTERNAL '.:`f t 0 FBC CODE SECTION WAITING KITCHEN B R GRILL DINING LOGGIA DINING HALL OFFICE MERCANTILE EXERCISE LOCKERS GROSS ® DEFIBRILLATOR ATLANTIC B �'. '` TOTAL ��, 0 STANDING SITTING GOLF SHOP TENNIS SHOP WITH EQUIPMENT WITH NO EQUIPMENT INDOOR OUTDOOR TOTAL Q EMERGENCY BACK UP LIGHTING ter'."" r3 z C-- - J r) + h - r/ ^r r, s; n y r r r a A r! z"r 3' fk r o ;t 7 i E FSA FIRE ALARM SYSTEM COUNTRY C L ,, Y ,, W B. .BL.S 3 fc f F t w*t F r "(#u r F" 1"Ir 1 i 1283 f..�0 31l ?5t 1660 SIM r ;C ><3 F /.1 yF r r 55 42P ; '>> O AL T A,L� , <<sE-3�� -1? .t,i,1r 9 SF 5 2 62 5. l �1,711 SE 00 G 'SS 30w 8" 656`T•,r .�84 00 580 j 30 42 a 1 3 / ANNUNCIATOR EST.#QS1 LSRA ��. I _^.l =1F =j:PP -3f PP _ rz 11 IzF' _'`.Pf> =14 F;€ _?i Pl� =2h Pp =3:S P � .+,� TABLE 64LF /3 262 SF/15 /200 GROSS 30LF/18" 1005 SF /7 656 /7 1795/7 1660 SF 125 714 SF R MALTESE CROSS-IN ACCORDANCE WITH FLORIDA GENE RAL MANAGER'S 984/100 580 /30 425 /30 1288130 828/25 =740 PP 787 787 PP ADMINISTRATION CODE 69A-60.0081,THE MAIN ENTRANCE Q 1004.1.1 (WITH EXCEPTION 1004.2) APPLIED =21 =17 =12 PP =20 =143 PP =93 PP =256 PP =9 PP =19 PP =14 PP =42 PP =50 PP =66 PIP =47 PP DOOR SHALL BE MARKED WITH AN APPROVED MALTESE OFFICE / SECURITY/ HVAC CROSS SHOWING THAT THE ROOF STRUCTURE OF THE TOWER CONTAINS LIGHT FRAME TRUSS TYPE M ECHAN I CAL M EZZAN I N E O CONSTRUCTION. _ * ALTERNATE NOT PURSUED DESIGN PROVIDED COUNT NOTES CODE RESEARCH & -N LIFE SAFETY PLAN d =87 PP =12 PP =14 =40 PP =16 PP =62 PP =6 PP =19 PP =14 PP =42 PP =50 PP =66 PP =418 PP =24 pP 442 442 PP **SEE ELECTRICAL PLANS FOR FURTHER LIFE SAFETY FEATURES O U - ! These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the foverall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 0 M M m these materials can result in substantial criminal and civil liability. ■ 0s 11 ____,..,,,.,".,,,,,,,,......,...•,.,,,•,«..,.o,,,..,,4 1 .,,-I,...,-„i-........._.-..««_..,,__,,,._ I _.. s ” _ -1... :::____-._ 1__,.___,______.,_______ - -x D0 N0T MEASURE DRAPINGS 3 , __ .- _. __.. i i _ NOMY OF ANY IND AIL D ANCz3 3 r f ,.--,--_1.111,,,«.,«, «,«,«,«„««,«.«,«,«1111,, ,«1111 „„«,«,«1«111, -y • SEE GZMMTA _. - _.... 1. I 1-1 _, ,,_-„" „.,.._....,__.«,,.,_._.«._«,_,...,„„„_„1111,. ._. `�_� ,„ ",, __..„,„. _ .... _..-.. \____-___1_1_____-/ ”— «_- -"•- x".._. ,-« 1111,,«,.-.._.-� %f`✓ "IV �� ~,", 1.1.11,,' ii°,:,;;/3 ,E !;r pr, ,.: ;;,„,„1„1_11..,_,.._._.__...-. .., .1111... ,.., '. ~-111.1.. £L._._..._... � E .,r , .✓” ., 319'.3' i ti::,: _......._. ,.... *•-,, a ""— STUD/STUD i ,.•' �'` , 19,_1 COL. COL. 34, `•^,..• '` r'' ,/�" _. `'�'"-:-• r/'' --r '`'*, s: % w _.. 1.11.1, E y r._,...._._. 8 :I STUD STUD/STUD , STUD/STUD U°l STUD-„_ ^, ......._....._-..._......._........._...... ....,; ! J.--,, _ - 's 5. E' !r S LID s D r sruD ,2.ee• - I'll '+• q NOTE:REFER 70SHEE7A,.11A �'� �'' ,,� p I r `.,. FOR ADDITIONAL INFORMATION .. : ; `'�, REGARDING WINDOW SPACING ON ✓ �, £ { - ^s ._.«........._,..,. :::': 1 ,__......._._...' _._._....-,. _, _ __. _„,,..... Ua , `_-_..._...,. �., GRILLE 121 ...._.., .., ' / r r11 y E 11 i I” /� -1,. s 11 1A to I ` ..- -..«.^ '+. '•... �` - P 11 I`k- f, 4 co s } _ } y �� . / � I I I 11 II y ): w I I `” sro�l' sIDELrtt �) II I I II �� // a`e s "i ��' ✓ ".. �..,- f ,A _ Z „.,_, ,A -". ZONE - ._-' qe ao ICK=LOVE HANG) '`. ++ ` 1 .__.._.. w# ;c' F _. F.F.E. , 3 a'�,,' II ~ -- ., _ ti \ '+ J A key , M 5 ~„ ,.,� °N I -0• 4� I N / `. '•, 04 C� . I ZONE EDGE SLAB � (9•) � , ,. :;� N 3 W} o , m BRICK LO r s 1.1 3 NO DE OUT OR - - ZONE ZONE N RR I / - w S / E OF STUD , t a }�LL L TION /MEP RI +/ // //F ,` ..., ,,, I /�'" �y /"`i. , // I w N III i s 11 y , t j 3 4 � Occ f — 11 f/ ,� _..,. :: '::-- o „..-.,-.1....:1.11..--.,-„-,.,,-,..... — — — — — — % _ _ �n — — — +,� + i i �. /y/ ///� `.`, y /� ,I // s l r I a �„ f FNN4 - Z E LL — //', , V-1 4D /j I,-•, // // M 00 I ._ j 1- 11 11 i ' Y ^ 4 S% +2 l ; f ..,.-«.« ,.avw ,4ib- ...<...,.ouam , J�1 f /,« V� 111� ., / i ': r. ++ It Ld �/ { ( ' c I I ( .a `*Il / vE. s CUSTOM METAL POST Wl MET ”' � i % ,r r' I _..«, �� d 3�",� O �, ( I; N a 11 // � ,. STRU7URE a FABRIC AWNING+ , f i i s % f l m € I ° I /� �/ (ADVANCED AWNING 8 DESIGN L4.i i i f f s ”-^�...+;. *� .i, ..�11 i �'q ,,..,..,.,,mak,,,,,.,,,, 't t'``� -Y 0 1 — 4 �; UP � % CVERE goo 7z47) 6 l r I ,s - I 0 I I a I I I PATI // \` i` s �fJ r wa I z s a % X 0) PR OP ` / 4e 6•DI/�,POsrw�9• Co s 3 X '{ I Y •'4m / +--� '// � ,,\ DIA.BABE-9'-,•HT. I '� , KEY PLA N /'' _ 44 U) LL /�' / �'� RYP.ofi;9) I ' / I N -_ °° I - / / i i� I I Scale: N.T.S. 1 ai I I I = � ��401, 1 - f _ � PLAN CO 00 4) C1 8 I 1 N, r �� = CO o - �y},F..F.E. 's �1 ,_.............................................._._.._.........._-........_.- ._............................� f �� - N mss+-t)•(9.4'1 r I NOTE:ALL DIMENSIONSGALCU D I I ® i % \ ; ('`'�,s._ NORTH ni OF SLAB BRICK FACE A EXTER TUD 11-4 �, 11'-4,? ' / ` a„-.-.....-_.................._-_.._----_-----.,..--------._. ....-_--. -,.-.._.-..--.-.._.-,._-_--..-......-.-...._-.-- _____ L M co %' J 1. WALL(MAIN SLAB).BASE OF CO M TOEW Wf I I 3 I 1 / \ r:rdw/ / // ,`,; N 4 --. �,�” .-..-_ ....... ........_.............._......._..................., 2T 11' .._'S4- r 20'-M�” d- 11 - ...................................................----..-....-.........----...-------...-...., ........ . EDGE OF SLAB RICK BELOW N ING m I // STDD'%-STUU--"-"-"--"-""""- STUD STUD "--STUUTSII-ID-' STUD 1 STUD d' O - - - - - — -Q � \\.; rn .. 1 1 ®— — / A REVISION#8-REVISIONS AS PER RPC L o ai o) _____ __ ST Rs CORRECTIONS BASED EXSTING FIELD N hi !,�'",".._--- ° I -- RILL i coL. coL. COL. coL. m 4 s7 r 121 i 1 r-,r 1 r-1 r 111-1 r 11•-11• a a 2 1 to�It - ki I MEASUREMENTSU _. _._-........_ _._._...___.................._............._............-._......_...___._-........._......... .-_...._....,.„.....,."_.._......_...._...._._..._......._____....--._.-...,.. .._......-.....-.......__.„._.__._..,.^..__._......_..__._.__._..-.__.... _,.._.-._._.-......___....-_.._.„_...„.__-...............___.___.-_-.„____„. __._-._._.—__._... __..”_._..„„_,_,____1-111._._ --.__._.__-_.-.-......_._..__..._.-...___„..___ .".«_._..__„.---, _ ~ - I i/ _ r O mN f ' AS OF: OCTOBER 8,2014 a O ami 0 _ o � 4 I I o 3 I / �' ,i•d yY I I I I ( f — — — — — — — — — — — — — — P4 ~ to — - - — — — — — — — — — — — — — `f � 1O REVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS& N U £ OLF PRO SHOP = _ _ __ _ _ _ _ _ l WALL LEGEND �' i --IF -„ OFFICE _ _ = — — ALF- — — I NIq _ _ I OCH --{ 123 / }� , •I II II I I 11 II II I ( 1I II II 11 11 11 II / 0 FIELD MEASUREMENTS{RESTROOMS,DOOR SWINGS,WALL N I E:REFER TO 120 I 1'-'� 13-, e'er}• WD'^ '° ' ; LOCATIONS,ROOM ACCESS ETC.). SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS g I ° 8 ..-..-i FOR ADDITI RMATK)N _— �_ �- NOT FER TO EET F$-,., ' q REGtl�DINC�BARE PMENT II I) II I I II II I) I I II II II FOR ITIONAL I TION () II 2 10' 2'�• Bim• 7-0' 4'-0' �, i; ME CH. RE INGKITCH NEQUIPME COLUMN COLUMN i f EXTERIOR WOOD SHAKES,BUILDER MESH, I --M ST R. — II ° II II II II II DI G I I NOSING i I a.-1f 1 4 I I P ID II II II II II I I I I [�] " (� _'OW G) I N_ ° 2 REVISED BAR 120 EQUIPMENT AS PER RPC DRAWINGS. oH„ 2xg EXTERIOR 3/4 PLYWOOD SHEATHING,2x8 WOOD STUD go iI F� S. RS. RS. € v x 1 „ 6'-0} t , 1 ,• INTERIOR 1/2"GYPSUM WALL BOARD 11 °� II - II II II II II ° i E SLAB i CI,25 q I --- - I ( CK&-LONE) ( I 13 F a w I __-- O REVISED KITCHEN 111 EQUIPMENT AS PER RPC DRAWINGS. i — — — — u"LT WOOD PANELING BUILDER MESH `�� ............._......... 4 �m I ' 12~ FFE. 2 F ° /� E- I R 2,cr3 1A EXTERIOR 3/4”PLYWOOD SHEATHING,2x8 WOOD STUD ab J I W II II II II IMI II II I N - ______f I 3 EXTERIO • m _ _ 3 =4 IbL II 11 ( '-i.,.. - - — — INTERIOR 1/2”GYPSUM WALL BOARD i I , E i I I � a _ N I I — , E`' CHS c o N R --- 7.. EXTERIOR .�;II�'t� '_ Ifw�`• : b :; 11 } — R _««_ -. a ;,,__ __ _- : ,,,. ,_..--__--_. _. _ ..... 1- N 8 BUILDER 11 I I 2 — —`—— — - — — ___-33nao..- .uNa»u__.«.. ..« _..._.. _---,-- .3,3D9D ...U.w7w,._--_. _. « ._. __ .« ..33oeo a1An___ ._ ( :; BRICK l ? J I „ :i �ruNrr -- 33oea�:uNlr -- E I; 2 EXTERIOR 3/4 PLYWOOD SHEATH NG,E ❑ BMESH, 2 OPE I 1 F.F.E. 2 OPE E/1 2 OPE LE!1 F.F.E. � '4 1,�, 27(8 �� O «..,,«f1 `_-rs_ FIXED 4,• -4' FIXED F ED FI D F00=D -0' .4' b 1..,« I I z a � ) � ) �; 2 INTERIOR 2x8 WOOD STUD,1/2”GYPSUM WALL BOARD 4 ) cH37 ounlNE of ATnc ME S I € rR r:,u BEAM I I 1 1 « I _ _-. I `- ' m EXTERIOR WOOD SHAKES,BUILDER MESH, (ABOVE) LOCKERS I::.::. J y i �® s a 48•LOWWALL ' FOO VERAG s 3/4”PLYWOOD SHEATHING 2x8 WOOD STUD J £ W , 7 - -I t7 t7 z ~ WITH 24•W SIB l� AIR CURTAIN WIN I 27(8 F3 EXTERIOR ' 3!4”PLYWOOD SHEATHING,BUILDERS MESH, SHELF=50•) ` '`-�' 3 m ° 1 '-tor ,1•-11• 11•-11• ' 1,•-11• ,1'-11' 6 F.F.E. 1 EXTERIOR WOOD SHAKES CONSULTANTS I 09 21 T LU I I I11 N i r o'-0•(9.4' AIR i �_ m. : I wlTrl 12 CU N ' 1 INTERIOR C 0j `: I I 1 a OR. --3 _ + : 2-PANE SLIDING I INTERIOR STRU ' _.. - r.--.-'. _- a 1/2”GYPSUM WALL BOARD CT U RAL SHELF(TOP 4' SHELF 50') C i I I N «.,...._, _....__._,_.. «. F 4 I 1 i - > cl,z9 G El INTERIOR WOOD STUDS ..._ _ - I _ «_ . INTERIOR O -"zee" "c.o. t.o.saea C.O. ” v_. _ -_-b.o,- - _ _ __;_ `__c.6_-_ __..__ -—_ :w_off_-_ _,�_. :- __�_ -`"a9;soeti W_. .,_ _ .. _.. : C o�--' _,y 1 2" YP M WALL B ARD _ __. __ __._ __ �� I / G su o M : r «.. __ __ _ _6989— .._„« — — — _. _ _ _ : ;! '°: : �..E. , Cr12S s -53'x ,'CFIASE s — .;; i 2x1 U : q s i ,: 4' %= Uw It RESTRO R S RAGE ; : 1 ___._ _-__-_ FI VESTIBU cHzo FOYER H, L R, I I ( I I I I 14 I 3 r __i MENS RIVATE GINEERING, INC. ` ” o DRS DRS. DRS. DRS. DRS. g ,; i€= 91133 RG SKINNER PARKWAY 4 INTERIOR PRIVATE I OE 5HI E RESTROOM 139A m 139 20 } o$ SERVICE I s,+�• ,v FO INTERIOR i Id 1 8 }: - .m:- :: :'i€ ... C4 1 ; s- -1111. � I I � ..------ — 1 1 � -. .—a I I _«,, .,:, «._ I I : .__ . HP { VESTIBULE AREA .. },;�,__ 11 ._. r.«__. } _�.. LL « [i]. b SJACKSONVILLE, F iii. i m i I ” ■ _._.._,..,._.........3f 129 ;, 129A -1-9 cH iii I 1 ' I 1 I I 1 1 I 1 s 5 °° - _______.___ 115 I INTERIOR TILE,1!2 GREEN BOARD,112 GYPSUM WALL : g 2 I 331 K I --- I PH. 904.483.5200 �......_W:------” i INTERIOR 1/2"GYPSUM- I - �'= "- I ' I € PO1NE = WET WALL BOARD,WOOD STUD, PSUM WALL „„. — I i I I I I I I I I ! I} 13' I ) , ;-- INTERIOR BOARD (USE AT WET WALL ASSEMBLY) —... —«, % . i --- 2x4 R M P&F P a I o ® .............. 'I 2 s o CH, I — — I I : I I I I I I I ., i i 3080 C.O3080 `~ , _._ _ 1__._-1_.__---1_1__..1..1:; :” --:= r�,,. INTERIOR ___. _ « _ - - _ — _ - - — _ A2.2o ' : 1 12 s 14 _ 4 - A2.2o A2.5o MCVEIGH & MANGUM , V 7 '' s 70• .___-_... .-.� i 4 a' n r-9• r 4}• r-7}• j is ISA4F[ € �_.,,,-, i 3 i „ 1 - . i I I I I I I I I W 11 i 2p ' ENGINEERING,INTERIOR ENGINE N INC. — o ` �; a 7 ,I o: i� i N W >N -----A BEER 2X6 E TILE,1/2"GREEN BOARD,1/2-GYPSUM WALL I , — J L J — _l; -- _« __. .__y __ _ r-- -�, �. o :, rii i i COOLER FREEZER ' 1° LL : INTERIOR 9133 RG SKINNER PARKWAY — I I I I I I I I = :- '-- ,} ------------� I� i I 1148 ,14A INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD y €ii o WOMEN'S _ z — €,L_..,..1.; I - • LOCKERS - - W W DI I G V STI E g Z DIN G z '' INTERIOR WET WALL STUD,1/2 GYPSUM WALL BOARD,112 GREEN JACKSONVILLE, FL 32256 -- 11-9 — I 'iii' - — — — _ ___ ___ __= r ;i �r1 2x4 6A BOARD(USE AT WET WALL ASSEMBLY),TILE PH 904.483.5200 r'^ i — — — — 1 ; T1 } • KI HEN - _._- INTERIOR t- i-._..,. i%, O (/'�� O CH,3 €U CH48 }7.,0 _ _.":' _ _.__...:i } .. .. t h: : SHO R CHt9 - , Y i Y CLERESTORY/ CLERESTORY/ CLEREST '/ CLERESTORY! L ::W.,`�-: YY�O/ i •I, ..... N ....__.......... VV vvv I TI TI TI T� _._.« 12� S z z WOM S J L J J` I DORMER DORMER DORMER DORMER j -I v� i, K y 11 } HP- iii € f N N I ' ., s :: i «.w:.:.:::««µ .._..- M_.,..::- - _ -..- __«..._i € INTERIOR " :: ; i. M RESTR — lF — r- ..-..... f- - r- _— i_--___- 1 ___-;. ''�' ._._.-.._«...«.--._- _....M_ .....«_ .. «.. 8 INTERIOR WOOD STUD W/GREEN BOARD TO 60 A.F.F. ELECTRICAL J'� . + 205b"" zl >� ] w_C. O; I- �,n ;j i' ti, y ❑ SHOWER WALL 1!2'GWB(ABOVE) vv v .,...:. - - CH, - - - :. _ ;` MCVEIGH &MANGUM — VERA r� l i I i t I I I I I E 3.7•GE I _.- ~- 1 I 119A `.? SH R H 4 I - INTERIOR I 4 —b®.an-x� I L — — — _ — — — — — — _ _ _ — I I , A�-�D I I I I °- ---� I _ ENGINEERING, INC.1 1 oPN —� € i ! I I COOLER ' r• v F OUTLINE( A )J _, E „. -,_ OUTLINE OF ATnCJ § CHI, ' _C. o• , I 1 I I f + I I d' I 30E 4 ,mm_ i .•. I "`"-. }I 114 ""'� ..}� 2 i T I ) CH16 �H10 i I ;, 9133 RG SKINNER PARKWAY i 4 SEE INTERIORDN/Gs.FORADDL INFO I i ;; I cel A. „ _. -__ = 3 = = — I I 1 1 I 1 I 1 1 1 ,: ___ _i , JACKSONVILLE, FL 32256 w HP 9 I I I I I I I I I I I i 3.1• I o 's j PH: 904.483.5200 H __.........i ;i o I a c i VEST RULE `; -._ _._._.__._.......___.__-___._.__.__.___.__._._. _._. ._ FDC/RISE o WOMEN PRIVATE Q`° VES IBULE i o HALL W = o T I I W-4.v t_ ,---' � i_z p -_"" 2 6•M� I N•$a . v-:_. _._.r-._,_.__.-„«„_-__--_______,.__.__.,,-__,_w, o AC ESS V �” � s , '� °" 1 ' I RECESS OPENING I '"" COURT ;•� LANDSCAPE ARCHITECT tr "y ctq 1 2 ro 4 I_7 aH2 vl I ! ( 1 4 1 1 ( I I I OPE I 2 T 7 2 5• `1_r f ~j's 01 B - 'ru € ; i I ;, I I I i i yyy _..... .I«..1. .......... _......._ ......_ ......_ __.._. 1.1. ....._... ..._..... .....-_. .-- I.S............._7.i ELE RICAL /j "D" <. ; ;f I _ _ EUTHENICS STUDIO IIIIIII7 } ,_._-RE SS__,__ _ C.O.24080 W/RET TABLE O NTNG ---- a ICE "� ° 1650 BEACH AVE N U E -._. .... C.0.14080 .« ..... .---C.O. D 2._ A7.CiT" ......... .......... „ t 4 MECHANIC .-- P I-1 OPNAK SQ -GI I _- ......... ......._. ...__... -....0 _.-... ..-..-._. ...-.-... --._._. ......... .......... .._.. _ -DRS- , _, °D DRYSTORAGE 3 SERVICE ,-,--/ I ' ATLANTIC BEACH, FL 32233 Y 1 -.� 4 4M , HALL ° / 004 I I Z ` ~W 1711 1 1 i , OUTLINE ME27ANINE / 8' 9'-8� 7 .1 J_...... __ PH 904 246 6219 HP`- ""' _ z 3 Z MEMB RSHIP WAI ING $ �;_ 109 c"� ) F .E. F.F.E. ; /,,,, m 3 '11 , 1 "9 OF CE —!I#ECEPJIQIN A n+ € L — 19.41 -0-(9..a� U 1 `-2 f -91 2 Z _ - Z 1 3 0t - - - — r ' c.o.4oeo "c4�2� .�"3sa15"" 'moi o T1 $ q w :_____. ...___ i I ' o, , 3 ........CH14.. ..CHIS...... 2 I QLL r s'-1a] g• a - ,3 — 34'_0? _..__. T}• 1r ay �'< REVISION DATE _.__..._,.....___. ...i� _....... -1' 11'x' 7-0'7 ,� N E. O F• '' CH1 € _-----_--,_-..«-_,,,,;I a 0•-0• .4'f-' RCl1R AIN Z W RESTROOM F �® i _J L J c :,. - 11l CB1 w � b m 1 133 " 134 MULTI- URPOSE �; t, �r R DOM --:___�___-, _ ; _ OR, DR ,,�. A ,; PERMIT SET 12/13/13 Z ; W ENTRY o M�7 a II II E 1 I i^•, ! eJ L„.„.....___........_ , _ ::zaer- ::zo61r:: 1 01/31/14 z,oeo STORAGE ,* �__, DLI ERY ENT q * I '�I: r;—1fIX-1 002 1 ( b REVISION Z I r I� STUt:3TUD —.1 c__ 7. o N PLAN CHANGES - w § ',. I .. -c.Q-. . _ ,; • AF.F.) ! OPNG. O 4 f- i, rn r w=c. w_c. c a 4 i a z I WASH '`' REVISION `` s►,uT OPE LE wf 1 = i STATION Ii z I m= ._,.._....„.......1.1......1.1... • • SHOWER .3,. ti' ? JI R- s 4 —�, .., I 2 03/25/14 0.: 0 0• MAX.A..j \\ // O ``i€ I rn •�” 112 Vic,... El El LIFE SAFETY PLANS I F D$BEVERAGE E REVISION _ _ 04/17/14 _ / `.. 7}' .]b' �/ 7}• N 3040 AL ^; ,} tAS � FO ER t ism 113 - Of 4 :..._.._... - - C2 � I ..�...`� OFFICE n _ 'Yp”" !: +. 3' `I O 2T-4' 7'4• 27'x• 6'-0• 7�' U AIL y 4 W/ 4 CS .F D wf ED Wf 2 F00 D Wf ` 1 a ( rI: STUD!STUD Sl UD/STUD 11fD1111S STUyD wOW3 STUD 1ST LC�Y D/S D REVISIONS MEETING COMMENTS C D k 2450 HAMA 2450 AMA 2450 HAMA 2450 AAAA To 1A i m 3 I I 1 I N f 3 1A °p OPE E Ny OPE E Wl OPE LE W! .. ..,.,...«...,.....,_,,,,._,,.,,,,..„- O `a, SHUTTE (BELOW} SHUTT (BELow) SHUTTE (BELOW) SHUTTE (9ELo11ln z z 0 0! 11 \ / z O O -; rl ; m I [c._ - ....__ ......_._.................._...._-.._........ ._._......._ r 05/22/14 : \ / _; •-SROTTE R3 sHm11 `I I Ii _ ❑ L ❑ „.. �A RPC PLAN REVISIONS m 4 :. I } 7'u' °-.2 D m 7 , ......._ ............. .... ---j i1. I 2 .H'..":"i� T t S ON Q HP-2B j 1 N Z 11 / I \\� 11 �� A6 50 m 7 0 1 __ __z IRs,- _ � RPC/PLAN REVISIONS 06/18/14 w v- F 1A ” 3 a 11 / ++c 1 1 N ;a 1A a E i 4 E 4 N 9 ATTIC CESS '- N N .FIXED W/ 2 4 CS FIXED W/ (,pg 45 .FIXED WI 4 2 O m PANEL ABOVE) 4 FD0Dv�1 i ,o• r8. 9$. Y8• 4'-0. ) REVISION in`';, ✓ FOYER \� 2460 2450 2460 2450 C 2 COLUMN COLUMN � 4'-r 5'-2}• 4'-1' 4'-1,�” 6'-2}' 4'-r g•$t' B's• r r -*9' 2 r 6•- g-3• 11'-5' 11'-6• 8'-z• 8'-0�• g• 4, HUTTE (BELow}�._2SHUTTE (BELo 4,_,*SHUTTE (BELow�,_ ,sHtrrrE (BF1ow'r : 07/28/14 z `., — — WOW. WDW WDW. , ; ;; OWNER'S REVISIONS __. WOW. WDW. WDW. WDW. wow wP4 W-W 1z wow. wDw. w�v. wow. i Q ? e'-e• 2r-1r 17� 1 zr,r 164 ��• ro m SEIATED N m SND/STUD STUD/STUD STUD/STUD STUD STUD TUG/STUD STUD f STUD STUD(STUD % STUD STUD e i STUD/STUD % �,,,,_-,,,„«,,,„,,,ms,,,,,,,,,,,,µ,,,,,,,-„ / i 3 z ~ REVISION -.RPC - ADA // (9.4') \\ t ; _ � I £ I LEGS 3p BUILDING CODE REVISIONS 08/07/14 F.E. Imo•.,. -_._ J i I = EXERCISE 3 / 1860 SIDELRE 23080 SIDELITE ` { { i � t , f O �\ , W/1818 TRANSOM OPE E W1 818 TRANSOM 1 E ;�•_„/ ro'I I t BIKE " - g w,�°,—g —. I x r_ I I ! V REVISION -RPC 10/08/14 ', - _._-_ ':; y ` i TREADMILL TREADMILL ELLIPTICAL ELLIPi1CAl FIELD MEASUREMENTS 0 y m s a ` ,«1111.. _ _ _ - _ .--- MACHINE MACHINE _ _ , n LL Qr 1 F _ .... ............. „_ •_. __-_,.. _,..._. ._,..,-. ,.-.-.--,. _.--_,. "._-_._ _— - _.--__ __,.-,-. .......,,, -,..,.«.. 1111«.,.. „«.,,... -1111..,.. 1_1.1.1 z 'S1 m 1 -1 . Z ✓'" '-0• r-„ 1a,. ,-0. CURL Q ,r' 1ST.;: STUD STUD }STJST 20 W I 11 Z STUD S 1 1 2 MAIN N H __,. .„ 11 wI.1. r^, r o — BRE�EWAY RY I I — bK"1 � ZONES1 , , & — A CLUB HOUSE — FLOOR PLAN .,a sEATEo o .11 .. 0 4.1 /r .�'"_� .�;" 1 PEDISTAL PEDIsTAL 1 I . i T, LL a "t j' Q f' �. ---3 11 .sl.._-..„ .................. S /8”= 1'-O" HIP r ARCHITECTS SEAL Al 10 /�.� U A2.21 "� ISTAL- PEDISTAL PEotsTAL PED AL VQIe: ABDUCTOR• JjJ i' D _ ___,_ ___ "_,__ _,-_,,, ._,_,. __„_ _,.,„,^ ...._- ____ ___- ._--- ____ _-_- .- r”' i� i - 4 OPNG. I-, 0 ' ` r 11 I r. 'Q T PULL .. , -_------,..._.,.",",�_.— — — _ __ ._._ - - ____ — _ --- - 0 ,4 �r r r — — — 11 710f o «� EJCERCISE I 'o i' # U — — �, — — —, w i ' .............................. _ - µ r ___ __.. _„,« ,,,. _.,_., 11_11,,......._._ Q < N U) 1 ,,�' a T” a `�,,�� � i 154 ul �%1 «_ .,, . tt < ,, �, I 5 3: r r "'' } oI rte• ,z°I rte• I' ''"„,` LL AIAGFIINE LL I III '' I CAP cL ►R W I € 11 W i W /r~ � y T OX�SEACTEUD�' } ff �siRL I— ,r i i ( W i K ,(' O ,r i€I = I - - ---- ---' ---- - ---- ___ ___ ---- --- --- ---- _- -- ---- -_- - } o _ oC J I £ - I : J J / � IAT To r' POOL - U° F r C7 - r f _ ..,,1-1 -,..__ "--,-_ ------- ---. --.-.-- _---. ._-. __-_. _-_._ ,_.- ,_�- „«.«_ j fro 5�� A r. < U £ U < 1 im b ,{ O \11r' a I I I ( O O I ` a o r DUMBELL wEIOHT "� 4 sr r r O a S b a O air 3 W N I TI H ': I BENCH TREE } ,r ,• N I O I O ( N � } 1 ,f BENCH 3 % f; ✓ ,:I Q s I I 9 LA O _t O O W 3 ,,4\ '`44;, -A II I ,� I a s % J a i _.... Cl) , 11-1 i D a «-.y.,.I -„-„-... ,,..”"'.....1 z.-.,..,,.,,.,,..-..,._ - ..1................_....._.1..1._ ... _ I , µµ _ w BENCH LL i°' / A r I O PRESS 4 f ; }+, 11-1 � I I ga< 4 8 , DUMBELL RACK 6 ` GO 1 N j FgORTIGOCHERE -q U `"°<.,` _ o 1 I{p.52 A2 50 Ic T A2 40 `'�� s— — �— —I— I ,. ..............._._.,.._ _—.-..- _ STUD STUD STUD A ro ...-...„_.......11.».......11 s Q •'”'^. - 10.1 10 10 11 5-11• WDW. 8' -0} WDW S_11• BREE2EW M g� - .g• g$• 4 .}, a 11'� �'-0' / a wj PEDISTAL PE TAL PERI.AL PEDISTAL 2424 , 6 f Q CADD DWG. FILE NO. U \ PE sTALf�I AL — __ -__ .._ _ -4 -ap--u _+ -RECEPTION '9 0 ` O ' / : il _„1._1_1.1«_ ,.« s 1a} $ -- IY,k a 10}• __ _..:IJP _- -o LE Fl D a 150 TENNIS ° ocaa FOU AINS tr PRO SHOP N �, W — I 1 -s -- °I : 53 a! T T r-r a' ,tr-r 8. 1fi0 14.11. I j SCALE of 1 VESTIBUILE € 1 VEISTIBULE 2 T6 � o ,a1 ' 144 I N I 1 I T-7 R AS SHOWN _ o- N N '`^.^ Y ,W 9 s}• r-1r 3•-1 r s- g-z 7 1 7 aIni TE w C92 I O a J DRAWN BY LAUNDRYin U - I4� 143 4 -. TRX STATI 4 i i a } AT NTIC BEACH COUNTRY CLUB 03 a W N'S P L[41 " `�` � 1 ` i OWE RHA c� � SMZ Q N . an ` 1 LEGAL DESCRIPTION wW , I 0 :� , ®: O1 FIT ESS �' / 1st FLOOR MAIN CLUB OUSE CONDITIONED SQAFT. N3.0 'N s A�.� a 20 9G 6 i A I i i 1 1 `° OW p~j i I 4• 7'-3}” 2 DRS. � 1st FLOOR CABA A SERVICES: 1,033 SQ. FT. 7 "' 2 € Ill1 EN'S TENNIS 15 1 ' L`- Ell 1st FLOOR TENNIS/FIT ESS CENTER: 3,418 SQ. FT. I I -_ TRX s I { m 2 RESTROOM v ' O a g I I Z! 152 } n I"' TOTAL 1St FLOOR CONDITIONED: 16,662 SQ. FT. L) 4 e• a ` �' T4 A'� T2 F Q 4 DR w DR ( i I I 3' -irxir.�«._- .�..._, COPO�RCFE+Da' ` } $Z. tYC82 P3 � d z '�'--� I I € i 2k L 010A 19 PROJECT PHASE 0 OFFICE AREA STORAGE 4 I , , �. z ,ACCOUNTING: 187 SQ. FT. �e, a� °09 A�-� 14 DI ZD µ-µ N i 8 i ' : \ PERMIT SET D ST € ° _J N TRX:TAT{ON 2 TRX AT{ON 1 M c€ € 4 A T 3 } Y TE NIS «. w GENERAL MANA SER S OFFICE: 152 SQ. FT. 142A - LL ; ^,,, !.4 I : 1 I k , °' 153 I b COVERS PORCH s I `- Iv 1i r-11}• 3�• r , STORAG :AREA TOTAL. 339 SQ. FT. w 8 e e ` 3In I I€f Ii I £ u B T 3 0 0 j< o PROJECT NUMBER N I .1 M ;U O w SECURITY/TELEPHONE: -T ;< 18-11- . 54 D � SE URITY AREA: 296 SQ. FT. F -- i i I -- OW = 6-11• 6'_' www s-,r j / / MECHAN TELEPHONE AREA: 61 SQ. FT. „ , \I-,----- ' 01. ; 011A SECURITY/TELE 'HONE TOTAL: 357 SQ. FT. _ _n —-� --- -�- _- _ T, I J..Yz �- \ ; � MEZZANINE AREA i « _ _ ___ 1 1 I I Q _ 'IQ, o. I NEW CONSTRUCTION 1t HVAC/MECHANIC L MEZZANINE: 278 SQ. FT. _ - _ _ I ; 3 D I s ` `�. N v CUj OVE ED STRUCTURES/DECKING ! -- I �..__M.,._.--___ µ- "- " __.__ ._.___...._._ I t _-__.«.-_______._,_-,_. i ATLANTIC BEACH, FLORIDA ,. P RTICOCHERE: 407 SQ. FT. I I --'---„_,_—__ _ _ _ i € _ ..--m�� M..-8,, ---; WDW. 8'-8' WDW 9-W WDW___ 11 Y _..._.,�0• M - Tom' WDW r-r WDW S_r £ 3 al1AL �� EQUAL / v MAIN ENTRY: 164 SQ. FT. ' i I I11 • i .,, 2a':i}' } I ,S-41r 4• 28'- 14-7'r a DELIVERY ENTRY: 1fi7 SQ. FT. .•..--.-_...-..-___ w_V STUD i STUD/STUD1 '; STUD/STUD STUD/STUD -"-8TUQ/STUD STUD/STUD �._ i i ___«___,«_,,..,_.�-...-..___.._-_-,._.�__---,_-w-._ ___ �'+ v POOL FOOD 8�BEVERAGE SERVICE: 167 SQ. FT. ` I I -- - --_ �"`�” _-, `� ATLANTIC B EAC H o DINING PATIO: 1,166 SQ. FT. ` i ", i - 1 I ! I I _T.- i I w,, w ; , , , I I i I i ; -,r- " : : Y CO ERED PATIO. 749 SQ. FT. I I { Z , ,-_ ., _-__ _____ __ _ _ N C0UNTRY:�`--V,.,;4.1 i , : I } , `----------- GO PORCH: 3 3 SQ I _ -'� .._" '---,.,",--f 1 c '°^.�a «.............. . _ __. �n v TENNIS COVERED PORCH: 309 SQ. FT. r---------------------------------7 ,._...._.__„,. ; I � Y 0. S ,� f § ,N”. 4 ii, SL TOTAL COVERED STRUCTURES/DECKING: 3 498 SQ. FT. :.....,,,«,_,,,__,,""-,«„__.„.__--„„,_,_,__,__„.,_--„�.«__- J I I � - y w' MAIN CLUB HOl1s_t f 0 � I ,1 f r y . CABANA & TENNIS °1. ��'":", o NOTE.ALL CONDITIONED/NON CONDITIONED AREAS _,_, «,«,«,.,,_._ ,_,«_, „,,,. _._ (. _. , , ,,.«.«,,,„,_, �,...„...,,._«,.,,.,,,.__,,,,„.,..,,,,_«._,„..,„._.«._"..1...1._�_«.___.�.____.w«.«._«._._.___._._,___«.«.__._�___.___._���_,«._,_.«.__._«._,..,,,,_,«,_,_„__,«__,___.,,e._._.« "; o _«,,_._._,_ __,« «,«,«,."_w _,«,_«,_,,,,,,«,,,,«„_,«,,,_„_._,A..,w-.,_„_._«,_, _1_.11.1. ,._,.,_,.._._, _.««„",,,_,,,w,«W,__,« _ _ ,_ _ ,,, .,,..«,««, .",« ,,,, «.„-. «,,«„-„_, w ,_,.,«„««,u,_, __ « _,.w _1111_w� ,« _ M �w._,__ _ ..._-_.. l ! '} «_........._.__......«.._...1111'- .'. C%j CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. f I i f FITNESS CENTER `' r ALL BALCONY/DECKING AREA ARE CALCULATED TO THE — — — / / // g — , oc OUTSIDE EDGE OF DECKING/ 'TSPS. 3 ZONE 3 CABANA FIRST FLOOR PLAN 4 TENNIS / FITNESS CENTER FIRST FLOOR PLAN 65. -” s 111, FLOOR PLANS OA1.10 Scale: 1/8"= V-0” A1.10 Scale: 1/8”= V-0” U -y These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to theA 1 m 1 0 i, =� overall form of the structures,the arrangement and composition of spaces,the materials and seledons,and all other elements of the design. Unauthorized use of 0 0 �1 these materials can result in substantial criminal and civil liobility. 0a %� t. 19'-101" COL. I(C L. 34'-81; 8'-8,",,r 4'-0" 2 4'-0" ' y STUD/STUD STUD/STUD - STUD/STUD STUD/STUD 9'-112' 9'-11 " 11" 5'-0" QC. "' 12.86° ,�. � -�,� NOTE: REFER TO SHEET A1.1 1A S UD STIED/STUD FOR ADDITIONAL IONALLINFORMATION DD N� 1 MEASURE DRA�IhINGS — _ "•`C_C REGARDING WINDOW SPACING ON NOM QCT Off' ANY AND ALL D ANCES _ w�- _ - _ _ ._ _ _ �--{� . _ —— �2. A3.20`^A4.XX GRILLE 121 ; _ ._- _. -- 86° PRIOR TO CONSTRUCTION. — _.. IF .` "..^ 3�E GENERlIL NO= — -_- 1A 1A/ C 4 �� CO� `„ ` - w w 4, III 11 III, II \ »__ __..».__ 11 1 ". _». - :............... ;r, 1 . _. 1 II II o O REVISION#8 REVISIONS AS PER RPC r" , .. 1 :I I I 11 / �� »... _._._._.._.».__.______ ^ r ::: [� z< E .: — »• ; �� \ N N 11 . / Fc I II I1 // CORRECTIONS BASED EXSTING FIELD - ,,-^ �� l I _F _- . ....................._._...........-.........._....-. - 7 -- 20801 2080 w w "•. �... O I I I / I - ' ` . 11 / ��.. i , :: ; : ; ZZi z 11 I / "I ,-, `.•• _\ - :=! _j MEASUREMENTS , .... ._..... . I/ NG %, SIDELITE SIDELITE I I : 1 11 11 �I I // / /�� ., _ i .3::. __.._..-.......y. .__...................................._......,.........-.........,...........__.-. 1A 2 80 1A s° `` . ', AS OF: CTOBER 8,2014 ___».__.-______...-_.__.-_......__.- � .__ ' ��--- -_-� _ en $RICK=1"OVE HANG - _. _ __-._- -__.-_ _ .. __ _ I 1 5'- i ; 11 ».. J 2 / / w I cZi F.F.E. chi' 11 s / / // // A _ -t ,' w ¢ ¢ EDGE SLAB N ° '-a"(s.4') I � l / // // / //vim �� `'^� _ y ;: f co I f/3° 1 I I (III / /// \ \._ �Q `�, 1 REVISED RESTROOMS SHOWERS AS PER RPC CORRECTIONS& ' _ r_ I ao (BRICK CLOW} « w — — — — N PRO IDE GA UTL OR / / / // ..\ O! ^,,11, ^ I O t , L 14Tj U) o_ _ X 1 Q / / /// \ *`� FIELD MEASUREMENTS RESTROOMS DOOR SWINGS WALL ZONE ; LUJ CO ao I PO ABLE RILLE. f�/ IFY / // // //// // \ \ .4 �., LOCATIONS,ROOM ACCESS ETC.). I ZONE N N SLAB/ E OF STUD M ; M� - 11 11 1 // - 2 0 - LO TION /MEP S. / �� // // /// y�,\ I04 %1M M I •`"4 M f __ 11 O N 1 I // / /���`" O REVISED BAR 120 EQUIPMENT AS PER RPC DRAWINGS. ZO3 4NE ZONE �•_^2 -N ellv // / - ^,, ("�f ..,..,.i �.... O _ 11 1 I " ' ' / // // //// // // // ` I 1 3 REVISED KITCHEN 111 EQUIPMENT AS PER RPC DRAWINGS. `. IL Q. _ _ ::::: :.,•.:-: - 00 •pLo I i J ®...—... —...—... — — // O 1 !!F ` , ...J - o_, -- -- - - - - - - - - - - - - - - - - - � �- - - - - - - - - - - - - - - - - I 11 /1 / / / / \ , o° ,;E. I ..... 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ACCESS s-4 1111 RECESS OPENINGI w I `_' 2�_g" 7'-72" 2'-52 '-5" 4'-2" I 4,_72" 4,_82" / ,.. 1111 -� I COURT o 1 I I I I I �, I I �.2OPE I �I, i 01 B 1 f- CO) 6 0 1 1 1 1 1 1 1 1 = I ---_____ J I ~' 1_'1/ 1 N N o " "__ RE ESS ___- _W _ "__ __ _" ._ L.__I__". .__. __ ___ __ ___ _ ,-- -_ --- --- -- ---. __-I__I-- .--- _- --. _ _- _-. __ `1 I _ 4 -t, ? I EL C R I CAL F4 a, _� N I o 1111 C.O._o8o r 4] VICE f 1 w = C.O.24080 W/RET CTABLE OPENING 1 �--_,_ 1111 " a I _ ' MECHANICAL-`a� CADD DWG. FILE NO. j ( 1111 _.___. .__._.. 1111_ 1111__ 1111_ ___ 1111__. ___ __.... .__. ..__._ __...._ .._._.". ..___ _...._. .._. _..... ......_ ___ 1111_ __...". ._._"".. _"_". ._._ .._ DRS. `-_ I 03 - p CH42 �" DRY STORAGE SERVICE 1 4 1 HALL .` I " 6, 2w 9,_8 004 72„ 1 CL 0Y I i: IN CH39 ' I., =7 I OUTLINE OF MEZZANINE SCALE WAI ING o 109 �„ VE) F. .E. F.F.E. o A EA , - 'M; , . I '0"(9.4') '-0"(9.4') w FC L �"" I AS SHOWN � 1 3 I 1111 - - - 1111 - - 1111 _. I i 3 0 3 0 CE) H40 /' ...................................... DRAWN BY LU ;a: w 4 `. _. Go, Q - - - - "'� L+- 34'-02" 52" ___ �- w 1 72" 12'-82" 11'-4" 2'-81~72 CH14 CH13 f t, = o ATLANTIC BEACH COUNTRY CLUB SMZ € I J- 1111 _ I co Y ,__ ____ �___.___.,_.,_,,._._.______ _._.__.__._ 3 1 F.E. 1 %) N AREAS: LEGAL DESCRIPTION ! O FC 1 - �"` - _ �_____ 0'-0"( •4') IR CUR AIN • [J CB1 € MULTI-PURPOSE 3. w 5'-0" 1 tJ - CONDITIONED SPACE co . ' _ R R � _ - I ' I 1 1 , - `-__,...".__� - 1' w 1 - HOUSE: 12,211 SQ. FT. 71 ROOM �' I, 1111"-":w" € D D 1st FLOOR MAIN CLUB U_ 107 TABL ; ,>, ,1111_.______M._._.__; 1I o DELI ERY ENTRY "-"1111-1111-- =N-"- " 1 1 1st FLOOR CABANA SERVICES: 1,033 SQ. FT. STORAGE ; ." --..1_, I[ , I 1st FLOOR TENNIS/FITNESS CENTER: 3,418 SQ. FT. w = I I €;i = `- -� O 002 TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. a 1 110 j Z, i I I_ 1 Oa :ii I M j 1 CH38 0 1 'I I O N L PROJECT PHASE Z I: FICE AREA _. ._._._ 1111." 1111.. __ "_ c.O..3080__ ACCOUNTING: 187 SQ. FT. PERMIT SET i€ i ._� •I =' I 1 I GENERAL MANAGERS OFFICE: 152 SQ. FT. I O 4 _.3_. _ i 2a cS T. §_ ' I 4�' WASH i I " O PROJECT NUMBER w - 1 = 1 € STATION 1 11 [i] I I STORAGE AREA TOTAL: 339 SQ. FT. lA = p I I! i 1€ _ :!r € I N w `� 112 - oc r � 1 o r f ;i,--"..". :: r._..5 1 N SECURITY/TELEPHONE: 18-11- ~ E Cn (D1 :€ F OD & BEVE E I 1 SECURITY AREA: 296 SQ FT. = 1w , w M `: l t? 2 L-ID2- 2 w i€' y� a 7 0 4 3040 VAL € lt.. _ 1111`;; _ 1 _ OFFICE TELEPHONE AREA: 61 SQ. FT. 1111.._ 1111..»1N W.........._............1111. i = i! - - - - - - co SECURITY/TELEPHONE TOTAL: 357 SQ. FT. -� A3.3 €" ! ;Ir1 113 ] I EN _ _.,..,.__._...._ 1111__."........,.",""__"_. __......,_._._._._._._......... _ _ _ _ _ NEW CONSTRUCTION k3. �� i I= MEZZANINE AREA ;; - w ' 1A CDL - E LE W/ OPE LE W/ OPE LE W/ II ' ry` i€ 'i ....._ 1111€i HVAC/MECHANICAL MEZZANINE: 278 SQ. FT. J ! i 3 `�! __."."__.._ _._ _______._____.______.___ 1111.__ _._.___."."...__..."..._. U > I R� S EFf� �� � I ` I " 'i ° 1 1 1 = w m _ 1 . _ I` ___ ' I `_" 1 COVERED STRUCTURES I DECKING - Q D1-D1 A 1 L __ _�_ 1 - - `Y' PORTICOCHERE: 407 SQ. FT. ATLANTIC BEACH, FLORIDA 11 > z Q A3.30 MAIN ENTRY: 164 SQ. FT. I w O = I z A5 07 B0 N D 1 _ I Q I o 1 B 81 1 1 I i I 1111 DELIVERY ENTRY: 167 SQ- !-1 I . Fi'. ATLANTIC BEACH 1 A Ir A4.70 A3. 0 A4.30 I.____.____.__._._--€ M - ! ! I- POOL FOOD&BEVERAGE SERVICE. 167 SQ. FT. o € ___,__,____,.____. _ _ ......._.w== - DINING PATIO: 1,166 SQ. FT. N 2424 CSMT.FIXED W/ 2424 CSMT.FIXED W/ GABL�424 CSMT.FIXED W/ 2424 CSMT.FIXED W/ COLINTRY,CLUB Y I I 10" 2'-6" 6'-6" 2'-6" 4'-0" I COVERED PATIO: 749 SQ. FT.12450 B HAMA 2450 B HAMA 2450 B HAMA 2450 B HAMA 2 COLUMN COLUMN v 2'7" 2 6'-3" 11'-5" 11'-5" 6'-2" 2 2 4'-T' 22 2 2 2 11 �-7" 5'-91" 6'-01" 6'-(}1" HUTTE (BELOW,_ 1SHUTTE (BELQV1 1w 4'-1 let SHUTTE (BELOW}�,_�SHUTTE (BELOW I I 1 LF PORCH: 373 SQ. FT. ;1, �p 1111_.m._... TENNIS COVERED PORCH: 309 SQ. FT. £. WDW. WDW. WDW. DW. WDW. WDW. WDW. WDW. TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. ` Q D �-82" 35'-3" - 1112' 27' 11" 16'-4" 20'-42 ZONE 8 J TUD/STUD STUD/STUD STUD STUD ...11.11___."""""_____. j STUD/STUD .�---�- �' N o STUD/STUD i i NOTE:ALL CONDITIONEDINON-CONDITIONED AREAS MAIN A A 1 1 1 1 B LI 1 1.( _" V t1 V L V fl V �' I € _ CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. F '� i E � -- i ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE c� X I _ _ t ;� OUTSIDE EDGE OF DECKING/STEPS. 2 FIRST FLOOR PLAN'' 1 1 ZONE 2 MAIN LUB HOUSE FIRST FLOOR PLAN _ • I I ; F% 1 O ' �.12Scale: 1/4"= 1'-0" I i'" ! ' U I , 4 'I., These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of Aln12 1� these materials con result in substantial criminal and civil liability. �,. �. I I I ATLANTIC BEACH COUNTRY CLUB WALL LEGEND AREAS: SYMBOL TYPE LOCATION DESCRIPTION OF MATERIALS CONDITIONED SPACE EXTERIOR WOOD SHAKES,BUILDER MESH, 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. DO N 0 T MEASURE DRAWINGS w El EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD 1 st FLOOR CABANA SERVICES: 1,033 SQ. FT. INTERIOR 1/2"GYPSUM WALL BOARD 1st FLOOR TENNIS/FITNESS CENTER: 3418 SQ. FT. NOTIII'Y QCT OF ANY AND ALL DT3CR�PANG'�3 EXTERIOR WOOD PANELING,BUILDER MESH, TOTAL 1st FLOOR CONDITIONED: 16,662 SQ. FT. PRIOR TO CONSTRUCTION. 3$B GENERAL NOTB3 2.8 1A EXTERIOR 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD INTERIOR 1/2"GYPSUM WALL BOARD EXTERIOR " OFFICE AREA REVISION#8-REVISIONS AS PER RPC ��,//,zTl BRICK VENEER,1 AIRSPACE,BUILDER MESH, _... '' ' w; A8 ACCOUNTING: 187 SQ. FT. - �' r µ 2,. [j2] EXTERIOR 3/4"PLYWOOD SHEATHING, 1 CORRECTIONS BASED EXSTING FIELDMANAGERS INTERIOR 2x8 WOOD STUD,1/2~GYPSUM WALL BOARD GENERAL OFFICE: 152 SQ. FT. .. MEASUREMENTS STORAGE AREA TOTAL: 339 SQ. FT. ` ' Vii` 0 EXTERIORWOOD SHAKES,BUILDER MESH, _............. ................._._....._..__ _.> AS OF: OCTOBER 8,2014 3/4"PLYWOOD SHEATHING,2x8 WOOD STUD, 2x8 EXTERIOR 3/4-PLYWOOD SHEATHING,BUILDERS MESH, SECURITY/TELEPHONE: El I ;..-....-._.. EXTERIOR WOOD SHAKES SECURITY AREA: 296 SQ. FT. F - � �` �� 1 REVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS& INTERIOR 2Xa TELEPHONE AREA: 61 SQ. FT. Q FIELD MEASUREMENTS(RESTROOMS,DOOR SWINGS,WALL INTERIOR SECURITY/TELEPHONE TOTAL: 357 SQ. FT. _ ZONE „ -- � LOCATIONS,ROOM ACCESS ETC.). 1/2"GYPSUM WALL BOARD1.1 ZONE lw.,,. N O INTERIOR a INTERIOR WOOD STUDS is 2CV O REVISED BAR 120 EQUIPMENT AS PER RPC DRAWINGS. A2X10 112"GYPSUM WALL BOARD MEZZANINE AREA C'7 ZONE ZONE,� ~,. HVAC/MECHANICAL MEZZANINE: 278 SQ. FT. �,��- � � 3 a ; � � -g C) INTERIOR , to Go O Lo REVISED KITCHEN 111 EQUIPMENT AS PER RPC DRAWINGS. ZONE �' F ..... I •C O ....:....: INTERIOR COVERED STRUCTURES/DECKING 1 ° €€,._, 2X6 s PORTICOCHERE: 407 SQ. FT. 00o INTERIOR TILE,112"GREEN BOARD,1/2"GYPSUM WALL ✓ t:` _ _ w�^ INTERIOR - BOARD WOOD STUD 1/2"GYPSUM WALL MAIN ENTRY: 164 SQ. FT. , ` o WET WALL r : wg C Cf) INTERIOR BOARD (USE AT WET WALL ASSEMBLY) DELIVERY ENTRY: 167 SQ. FT. -f:, A , ` F YCn o 0) H INTERIOR 2Xa POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. rte'J $`� j v � rn Q DINING PATIO: 1,166 SQ. FT. � � x INTERIOR COVERED PATIO: 749 SQ. FT. ` - C co ' CD LL zXs TILE,1/2"GREEN BOARD,1/2"GYPSUM WALL GOLF PORCH: 373 SQ. FT. KEY PLAN "' O I INTERIOR INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD _mow CV 1 INTERIOR WET WALL STUD,1/2"GYPSUM WALL BOARD,1/2"GREEN TENNIS COVERED PORCH: 309 SQ. FT. Scale: N.T.S. t . m In t; ;=•' co Oto 7 2Xa 6A BOARD(USE AT WET WALL ASSEMBLY),TILE TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. F_F \: v INTERIOR PLAN Zg�� -� '�50 NOTE:ALL CON DITIONED/NON-CONDITIONED AREAS A3.3o NORTH N N ",� zXa El INTERIOR WOOD STUD W/GREEN BOARD TO 60"A.F.F. U O G4 CO INTERIOR SHOWER WALL 1/2-GWB(ABOVE) CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. U M .� 101-0" 29'-* 15'-42" 7' LL BALCONY/DECKING/DECKING AREAS ARE CALCULATED TO THE 7 6'_0" 2'-0" o °� 2 D STUD/STUD STUD/STUD i STUD/STUD STUD/STUD STU IDE EDGE F DE KIN TEP STU D o' STUD/STUD` ... UD/S D � � � 3 15��. " CLWDWS .,._... — 1 I 8 2 � 51-6" U _ ai a f c� t CA 4) r a) a0 �-3066-D LIMU GS-- ® —x-30 A4UNGS— 04, H '-, CN00 U s04 3 { CM 1 N -� OPE BLE N t f i f I rf N I CV • ___...._.,.. 1 Z ' IU. 0 f C3� J w 1 ❑ f U_ N CONSULTANTS f r STRUCTURAL U M 1 _ _....... _... .__._ ._ _....... _...__ __ _._. ...._. . _ _-.._ .,.._.- ._.__ _._. __._ __._._ ___ __._. .__._ _.__ _._... ___.. __.... _.. _.._ ._.... ._._. ._._. .__._ ._._._ ..._._.. . °° MCVEIGH & MANG ENGINEERING, INC. 9133 RG SKINNER PARKWAY • - JACKSONVILLE, FL 32256 `n PH: 904.483.5200 ❑ ❑w w !r\-�&—) J MP&FP N, I f' MCVEIGH & MANGUM ENGINEERING, INC. ' 9133 RG SKINNER PARKWAY i I! _...... ........_ _._._. ___._ _.-..... .-._. _.._._ ..._...._ _.-..._ __...._ _.___ _._.-_ ._._._. _ JACKSONVILLE FL 32256 ' PH: 904.483.5200 1 °° --- --- -- --- --- -- --- -- -- — -- --- -- --- --- --- -- -- --- _ _ _ I ; L o EXERCISE M o ELECTRICAL - - I ROOM I MCVEIGH & MANGUM _ ; co 154 ENGINEERING, INC. X)00( I I ❑ r 9133 RG SKINNER PARKWAY ` ,._ �' ❑ w xX SQ.FT. w i JACKSONVILLE, FL 32256 ao PH: 904.483.5200 cry w w .._._............_... .___._....._.,._..____ f LANDSCAPE ARCHITECT T 10 I EUTHENICS STUDIO U POOL 1650 BEACH AVENUE ❑ N M ____. _- -_ .__ __ ___ ___ m__ ___._ ___. .___ ____ ___. .___ ___ _._ __ _ ___. .___ _ ___ .___ ___ ___. .___ ___ __ .__ _ __. .__ ___.. I 32233 Y W W ATLANTIC BEACH, FL co Z Z Z �' 00 00 6219 OO O _..... _..... _..._ ..._._ .__. -..... .__. _ „... -_.... __. _-__- __.. _._ _W- ..„.._ ._- ._.. ...-.- .� 4.24 . N 1 rE-E O z z A3.30 REVISION DATE J J I PERMIT SET 12/13/13 U U �; z a a I ❑ o ,.. ❑`w w 0 REVISION z f _._... ...•...� 01/31/14 g o IL 1 PLAN CHANGES 1 fes. a cv REVISION LIFE SAFETY PLANS 03!25/14 o O� o I o 3 REVISION 04/17/14 — I '� I MEETING COMMENTS tOa. y t° a. REVISIONS 05/22/14 RPC PLAN REVISIONS Z �;L r. � � REVISION 06/18!14 w / T ”' /5�F.?� RPC PLAN REVISIONS .......... .... ......_.. ...__. .... z 101�w 29'-32" 15'-4 " - 27,-4" 9 CO.... 080.. ...._._ ..._._.. _. OWNERON 'S REVISIONS 07/28!14 ¢ STUD OPN� STUD/STUD `r STUD/ST DRS. w S. w / I REVISION-RPC - ADA m 5'-11" WDW' 81-8f �' �� WDW' 5'-11" BREEZEWAY'- 61_ N DRS. 1.8" 8-8 -0 F.F,g. = 4 6 BUILDING CODE REVISIONS 08/07/14 A2.40 REVISION-RPC - 10/08/14 FIELD MEASUREMENTS 0/081 1 2424 SMT. M T S T 7 z ----,-.-.__.__..___._ .. ECEPTION m � C.O. Oso - _ J._... ...... - . - . co ? b -......._. _......-._ _ .......__ _._-.. . - ( O E$, ,.BRE _... __...... _.._.:O E$ BBE._... .__._.. ...... -_..2..3F$ ED 5......_ 150 w ❑ N ? _ �+ a. Q _ t j I I TENNIS O ARCHITECT'S SEAL cB3 IFOUNTAINSI B4 I o N _ PRO SHOP ❑ O ' _ ❑ w / N / 1N 1u 1 N N N w w 1 — _..I — — "' I 7 9-2 1'-1" T 7" 1'-1" 7 2'-2" ao 5� 4- 10'-7" 81-6" 160 14'-11" 7� - (h M r �. C El- VESTIBULE VESTIB LE Ts 7_71w n 8 141 1 1 0 o I I 144 I I I °p N _ N I Ai.50 N CN 3080 N _._. _ _ _ _ _ _.. _...._ ........_ _. h-.._...w. C.O. 680 C.O. 680 J T8 2 `� 9'- " •` " 7'-11" T-10" 2'-Of 5 " 5'-7111 81.2,1 71,1 I 1 7 •Q• zl000 o 4 0 1 CB2 z ¢ _ ch w D ❑ :a LAUNDRY I 4 Z o • o c. _ 4 1 m >_ vi ,J 143 cB5Cn 1 1 3 o<Q m N P00- 4 / HA CA = w g p z E S OL 00 N_ ,'� w ESTRO M R TROOM I I OWE R o ❑ co N'O a o L? 0 4 142 1 145 C SET w 7 - BREE EWA I I w 1 I I = 5 _ _ 1 F- 1 ¢ o o W.C. CB4co I / - _ F.F E. 1 1 m W 1 '0 D ; 01 A �p GROUP P o -S-a (9.a) 1 N = s I N �� N E FIT ESS \ \ I 0 �«s .FT. 1 1 T 1 1 \ 1 o N ❑ N 6 A7.20 4 .20 90 N N ❑ N ❑ V_ p Y p I D ❑ I 3 z N N XX SFT. I N 2-308 DRS. W ' U D C_ M 4-9 7-3 CADD DWG. FILE NO. 7 I , cB3 I ch 2 � , o 1 15 1 101- w 1 � � 8 = EN S TENNIS 1 _ Rs. = _ a' RESTROOM 7 1 1 SCALE �_� 2 7 152 w _ I M N,M A7.30 RE CO T 2 `n AS SHOWN ' I 0 0 cn 4 -1A�C. ; 1 p CB2 �` _ I I I roc (9.4') L j , T4 '-0 � m DR. Ow M DR. �` '_. �._..„_._.___..._....,._____..,i,_._...__. COVERED } WN BY z DRAWN 4 12 x12 LOCK, RS � 0 _ _._ _ w r S MZ ¢ _._._. 3. 0.,...._.. .. PORC o = 0 ;Ilii)J i � 0 co Y ❑ 1 ❑.¢ CO= STORAGE C 6 i \ i \ ❑ 11 w l �. 12 x L s F010A O `w w I I N 1 -- Xx SQ."FT. a o I� 009 :.F. LEGAL DESCRIPTION ?_, CB1 r�;�a / I _ v oo z 0 A7.20 H D I A H A7.2o ❑; N € U_ _ 1 _ I STR O R M w '.I N 3 I M Z! T3 14 A 30 M`(T 3 TE NIS I — — , I 153 '� COVERE PORCH 142Ai / IL \ _ �; Xxx�C 7 w o I O N ( ' " )W 'FT. " 2'- " 1 ' I- 8 3 -X 3-6 - 0 0 I ❑ _ I Z ¢ _ CHANGING _ �o (CHANGING I _ 6 T 3 Q a a v 1 STATION STATION `'' I _ 6 . ._ � -"'� - XX 81).FT. a O ` N PROJECT PHASE 1 OL � 30 0 z iv 1 T2 N ? PERMIT SET " z FI ED L_ 2424 SMT. 2424 SMT. 2424 PSMT. = O I PROJECT NUMBER LU FAX F1 D FLED FIXED ( OW 1 Y i ' I 18-11- w A I C MECHANI , i co 5'-11" 81 " 81'8g" 5'-11" t I ; N CL WDW. t WDW.: - _......_..._........................ „._._........„........ _ 1 011 A _....� _ ........ T1 o xxxx ao _j BREEZEWAYS xx SQ.FT. j c� ¢ CU- a I I i NEW CONSTRUCTION Uj 7 i O I •D• I I W w 1 l 5 1 E E ATLANTIC BEACH, FLORIDA U OIN - A2.40 .70 A3 30 3 _ 1 I FAX FAX FAX N _ L_ _. __ ___ __ .__ .__ ___ . w...................__ _...._.............---------___.........._.......__.____.._._....................____ _ � C • --fill �I� A A� __.,,._.................._..................- - _-...................,, ATLANTIC BEACH 3 Y ._..._...__.„__._..__...__....-.... _____ � COUNTLUB fY _ 0 I OPNG. „_.._.,._..,....„. ..,,.,_.,_.„...._..._._. L.. 1 N / w 1 ..-11 1 11 1 11 / N i .. , 6_pX. 8-8 8-8 6-0 -- 5.-10 7-6 7-6 5-3 3 EQUAL EQUAL Y"° ¢ 1w 1 1N DW. W W. DW. DW. DW. 1t1 a i : 1ZONE 3 i � � 29-3- � 15-4 3 1 N D WSW~ 1 wW 14 7 ” i 2 i 29-4 26-1 2 AB 9 W W W .........................__.___._...._._..______..........__.a.o�-o” CABANA & TE I\f N ;r }. 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I W OD PANELING,BUILDER MESH i lq:.-�.! f ;""= i -""»'- •-- Sxa 1A EXTERIOR 314"PLYWOOD SHEATHING,2x8 WOOD STUD k: }'r•: ;': �. ;" ' i'": _ i, ; 1 CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). } : r 5;' $; {....". E ;, o INTERIOR 112"GYPSUM WALL BOARD 3E: , E 3 ; f REPLACED WESTERN-MOST WINDOW OF MEN S LOCKERS 127 1111"., 13 E N i E`' ' » 1 s i BRICK VENEER 1 AIRSPACE BUILDER MESH I; ? 2 "" �' `; W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3 f, £? �'»'-' -- I / ; I 2 EXTERIOR 3/4 PLYWOOD SHEATHING, I• sx I / :v 2xa �.. sr-7• EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON :t , 1 2x8 WOOD STUD 1/2'GYPSUM WALL BOARD 7. '/ `: ::;u: 4iT INTERIOR E If` s r ' iy"" :11 __ { I WALL BETWEEN WOMEN'S PRIVATE VESTIBULE 129 AND SHOE i:E , 5 E3• 11 s iT - ......:..:.:.:-µ 'fi s ,»i ,: ?; ? ; F ( i ( ) I - - "'"'""'"""" """` 1a s SHINE AREA 129A REMOVED DOOR CH22A. RENAMED ROOM EXTERIOR WOOD ES,BU SH, ...",.........F.,f::�:;::;;: 1111.."...............".....,f C:,,-;1:-111-:..T 1111,,, : : t E - i E ......" ... 4 i Sxa 314 PLYWOOD SHEATDHING,2x8 WOOD STUD, I :w} _1.1.11"_" ? OR CH23 TO 2680. EXTERIOR 3/4 PLYWOOD SHEATHING BUILDERS MESH f I � 3 .............:.... - 129 TO PRN E V TIBULE REVISED DO :, ..,_i'".-" ; : sS .. .. i..„_1111, .-_1111... 1_111. .-1111-1_1_1_1...».. I N t7 '""WWWW_' 1111. 1111 , .- .._... .". .". 1111 ,. i' '_ ,. 3 1 _".."""""..-..."...."...."..". ._......"......._..»1111».-. -1..1.1..-1..".."..".."..."_.."._.."._."..."._ ._."..""....""."..".".."_.".._..,.".""..""."."___.... ",_........_........».,_»_........-...-........-".........-".""_.."".. _.........._............._.....1.111..._""._----..,..._.-.-"_. "."....."......".__..".......... _ W W REVISED DOOR&WINDOW SCHEDULES. EXTERIOR :,.. s, .. :� 1111 .c., +nrF .. � 3;1111,1_111 ......� ;., 1_111,,.,�»r,... `•-ss�=r,:;ur-..__. , __1111 __................_., . "............1111.-.......-......._..-....._ _................._..,....................: ........._......__...._.............._..._..............._. ......._..._...,............................._..............._........ _».......,..............__.........-.................__...., 1111. ``< f 5 WOOD SHAKES -1111..._1111... 4 ... ,......._.............._-1111. , ' z z CONSULTANTS ,. E _.._, - "__ E 1111.. N N --I .f £f",v. ACCO NTING 1 I <-------- ----- F »., 11.11.--. £....S.L` ?.... � •- n z = s E INTERI R 0 2 A ; 1 i ( 4 s i1 '^u. 1 £o f z z ) 2x4 1 o i } •I IE1 1 't 2 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139. ; ,' £ v INTERIOR ,,. i E "-., 1° i ?j L, I CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. Z 1/2 GYPSUM WALL BOARD 3 1 ^!� _ I�r ; ''; 9 9 STRUCTURAL f =-` ,! a INTERIOR WOOD STUDS 'r4'rr i r 3 i Se .,, 1 �`,,"'%;w. BEET i fi i .I w E gg € , 1 5 i I '` INTERIOR .,,, [? - i I ; O REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 1/2"GYPSUM WALL BOARD MCVEIGH & MANG U M I i 3 ,-_,»_i »»µ_. _,».»1111...»._..» »,..__......__".., 1 ii 'i iGG�2x10 i °ix, .r ."".""..."..".". I -.::::: - ---- I FIXED. INTERIOR ENGINEERING INC. 1 i E s - i - -z sm �.».»,»1111",. i E 3 '... i i "s £ - %. `•-r '' ,f 1111_ £, C^L` i ' s I i :: a tfr ✓/ b.l...............J 1111 111_1.". ;} .,' 7 _ __,»" g I ;li., "_I ? 9133 RG SKINNER PARKWAY - __ 5 5 INTERIOR �" - -' 1 ?: �' O REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) j 1 C.O. _7D «.. }.t}'!.)[ct rl.,'.?S?11 2xs a JACKSONVILLE, FL 32256 I i I y_ ? 112"G 1/2"G „-,• �• las ' $ 23- i ; I _. INTERIOR TILE REEN BOARD. YPSUM W ; 1. <,,/ AHU_5 - '' =.-" _'"•-•""j o - NGS(SEE INTERIOR BOARD,WOOD STUD,1/2"GYPSUM WALL�L PH. 904.483.5200 iH-2B , irE f 11 I - I VISED DOORS CH31 CH35 TO SHOW CASED OPENI WET WALL BOARD USE AT WET WALL ASSEMBL I E i OCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO INTERIOR { R 1 I F - 9'-0"HEADER HT REVISED DOOR SCHEDULE 2xa 5A M P&F P 3 z '' GENERAL MANAGER'S o SECURITY ' 'TELEPHONE 3 i HVAC!MECHANICAL "___ - z : ,tf'i ;i::,; - .. FFI - A o I ' Imo NE - _ _ _ _ _ - - - E I G H & MAN G U M E INTERIOR ` 1D 1 1 '' 4--'_"3 STORAGE --.""_ -""-,"--' -»'" '" '' 6 REVISED CHAMFERED CORNERS OF FLAT ROOF I MEZZANINE INTERIOR 201 203 2o3A 204 I MCV : } ;� o -•--*�� ( E ' a 200A = ENGINEEI�.ING, INC. A4.,o I 5" : ABOVE KITCHEN(111). ADDED 3-3050 SHUTTERS TO NORTH 2 ❑6 112"GR ' 1 0 N - TILE EEN BOARD,112 GYPSUM WALL II? -_-_____"_"___" " - j M FASCADE. INTERIOR INTERIOR BOARD(USE AT WET WALL ASSEMBLY)WOOD 9133 RG SKINNER PARKWAY j �f .. w AHu3 F/�i,i - i -r{F,` " __ --"- --"- y INTERIOR WET WALL STUD,112"GYPSUM WALL BOARD,1/2"GREEN JACKSONVILLE, FL 3225fi 1 __- ___ ;'' i a `1�r`� 1�s z s «-............._....... ...,......_............. REVI ( N N R R ) T (WOMENS x 6A BOARD(USE AT WET WALL ASSEMBLY),TILE 1 � o i o E I S D 00 M S N - • - IN IOR PH 904 48 5200 __.._._F-TF ..".: .-......... :>' TENN S RESTROOM 153,TO SHOW HALF GLASS DOORS. :E ;i ___{ g €, r '�; ) 1111.., > "� � 7 TER 3 3 ; ° = '= '- ' --.----- ? / I ' REVISED DOOR SCHEDULE. INTERIOR WOOD STUD W/GREEN BOARD TO 60 A.F.F. E L ECTR I CAL E ___ ___ , r__.__"..___ 7 1 1 _. ........ } 111.1.... i I 2xa :, I,.' INTERIOR .",....1...11.1........_",-. -"."..1111".,.-."..._.......... ................ ....................._1111 i ° ,"_ SHOWER WALL 1/2 GWB ABOVE /-+ scurnE - - G U M W1 Ess 6 _ ,� INTERIOR ( ) MCVEIGH & MAN i _ : ' ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGERS ...... . »., r -- I 1111..,g....._ A3.,o 3y , :' R O it � Az OFFICE(201). REVISED WINDOW SCHEDULE. ENGINEERING, INV. - - I €€ I w ' E �'�° 9133 RG SKINNER PARKWAY Ir : ; i ; i f ..». .•, :' : ! 1 '-i 9 REVISED BEVERAGES(119A)8 EQUIPMENT IN KITCHEN(111). I I,_..._........2 - LLE, FL _--V•�----- ---»'-'-------»-- _------- -»' r.".._......._•. __.. _. . ;, 32256 (•� 3 f 11__ 1__ „_"„". ,..,a, 11I-,-_. ,,,,,,,1.111". 1111-111-". 1-1 ,.._ -- w ; --------- ---------------------- - =i PH: 904.483.5200 _______ _______ -,-. _. , f _______"_______________________ __________.______.._-______ -- E..._1111_:... ; .,. 10 F , �, o REVISED EQUIPMENT IN BAR 120. ,ham 5t _.,, " ( ) 3 E{(:. 1i f:: U _-----_-------------____._ ;;tIt°.i ??N}i ______- LANDSCAPE ARCHITECT <a e : ,.-"................"..._._............_....-............._.-.._....."....... I :....._.....:..f„rrl 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& a I r"»^ EUTHENICS STUDIO , ; 1 �" „° _ � � ' I I BEVERAGES WIND ( ) Y 1-2 ( ERTICAL DIMENSI ) V E ; "•: __-__1_111,,,,»1111 _ ; i ;. f ,f/ ...,.....'.,:„�. e.,.<,iF .z a:�mz __.».»», r' OW 005 B V ON E - ,._...«........_. - ` ..........._........ -. .....1111.. tr, 3 I ..._ E i'l,,.1-1., ..:.......- . i i i 3 '.., ,t. ._.,,. -- -�s.-i; y", // /�} t f7 ___.____.______.___� 1r 12 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). ATLANTIAC BEACH FL 32233 Y � i : i,.1 s _1111 t ; E z 3€ 1 _....."....I..............--11 ......... _.IY. ; 5 REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. :_ 1111 PH. 904.246.6219 ". E E, ... ____i U - REVISED DININ 1 LERESTORY/DORMERS TO SHOW 3 1111.:j • t ,"" , ` �';`. 111___1,,_ 1111- *` _.:,• »1111 1111"„ , ", - "__ „",_ 1111. _____ - :. z. ' �' 13 G HALL(1 9)C / '' , ' ^, O / f _»_ __..._ W_._______._ ,! WOOD SURROUND. REMOVED ALL SECONDARY BEAMS : ; ; ', i i - _ _ 1; ._....................-. ....._.,..,...."....... 4 / , _-_, .___ ____r_ r n - -_ E -- - REVISION DATE `', E: ``, / .w;.,rymyrw�'.': ,,,:,,'�.,,,_ .:u ».,",....,,._.,111_1,' .. '_!e_c. ,:>•W' :3 "...__ -1:111:.-- ,-_.__ - ---= _ rx", - __.- _.".""_"__,.._ C.., ;,. z ,; REMOVED. REMOVED ALL DINING LOGGIA 116 BEAM5 8 WOOD Z i ( ) . N,,,,a'i i �'' `111{1,./ / _ `w' ,al., i /:i °P r -- - i- , �,:, I ;i r ______W_" - CEILING FINISH. REPLACED W/GYP.BD. PERMIT SET 12/13/13 r� i '; ,s� r r %�: t / is! i F i z t........._i r .,..."1.11"..1 1111* - a.; �t ,. t / /' " g` r: 5 1 i /., O ---- - __1111»,_f »._.».�. �t....�'f..'• i 4`:i a .:�' y rn :; 14 REVISION U :::::":':: :"':.:':'.- 2-02 .._........._.__._ _111__1_._... z f, a, REVISED LIFE SAFETY PLAN t �.._ . ': 0 01/31/14 i _ 111'1 �; i _. _ .. . 5 n Z A3.30 p3 _»_.»111.1 __a. 111____1- __. _»._.». »11::11.._..._ »1.111. »111__1._ .,:, _ , .. 1111.. w.»..« � .�, - - - - _ -- r ; w T - =- -- _ ,. 1111... ;,.:. , - ____._- r'",."". -„......4--______,-+•:-i ' �s .. ...: .........._____._..__. �/7:"•,. W »I , I- i[xi:. i 1111.1111.-.............1111.., ,....._......1111.. ....., _`1111"._ ./ _ - I , ,. LE END ROOF AT EPTIO ( ) O SHORTER I' WWW :W W _:" --' -_ REVISED GAB REC N 1 T 15 50 REVISION :, 2 /14 __, �" o G � LI ' °� ^ o,-0, .,F, ,� - ;1 -� - A3.30 .__. REVISION TY PLANS U ut. ' .:.:. , : 11'11 ..: E "..,L. 1 / : : T:^....w**:?:'!";!. , O .,y 11/11 ,u ..aa»..a .., n .. .. _ °, BB B1 r�. I r,.,ter ,% 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE 04/17/14 i .'/ : - A4.70 A320 A4.30 .. ' .. ...._,.. ._.. . 1111.,._,_.. .,-,,., r _. W/PETE RODRIGUES fL __.,,.11-,._, ._•___,_"__, 11,.11,,.. I ,. 3 MEETING COMMENTS REVISIONS O 11.11 05/22/14 '' .1....... / i - f Z=A RPC PLAN REVISIONS 3 ,/ / z /. . I I REVISION 06/18/14 /' RPC PLAN REVISIONS m y 11 5 07/28/14 z , OWNEIR'S REVISIONS r } _ bt ''`'.,_ FF REVISION-RPC - ADA w ��° A3.� BUILDING CODE REVISIONS 08/07/14 O Q REVISION-RPC - 10/08/14 o A3.3o I I "��° -IN NI� s FIELD MEASUREMENTS -f1 W W W W /r } } : , } N N } ,,. 1111,, , E Z A227 I I I ? A221 W W A2.10 _ �----- -_--- W W ,N _.1.1.11 1.111 5 ..............._............, _; M- 1111,, �_ Q E i z z - - i3 ,_1 111................................., _........_....•. ....... _:........................._._.............. •...�'} 1111_ _......_.. ..". t a"r'a .............1111."".... '; 11:11.. J = ............1111..........,..."""".... 1111............1111.. .....".............1111. ...............�................--1111......... L i Z- by.."; V V f .. _ ; Y, J -2�:;:r....;,:::�.}'tE ' -` ' S _ s 3 .".,,,,_._...",__",","_","""."_"," -_1111 ".,, _,.,, w _................. _.».»1.11.1.. _11.11» »11_11.»..«_»_1 111_»._.»......._........._._.. i „_'r ,f: -1, 3 - ...".."""-,t'.y_........._............"................�.. ;; ",, W7i• , w i .... Q ; '1111.-1111 11"11"_"""_ j ARCHITECT'S SEAL U E-ii, ?1 ._..__,»1111 I ... ...... Ii ;1 ;;€[j -x l 1 I 1 :1 I i ,,". ; I iI: 2 1 ::, : ' ,.. g , I Ei O ; I I U I € € { w I �_ � I 1 1€ w [ £ w I t it i i I_ i IE•: E1' I i ,' O €`_ ` E ,y 3 I I is i i Z;i' s LL i 3 i 3' t I i-I i 7 O g I } , i i3' w 1 1 g , 3 '� � 3 v , . a E i .<,y �. I } i r , .. �r............_..,,_._-_..........__......."......._-.__....."_."....._..__........"........_.......__..........".- qqy p - r :............._....... ........................................:.._1111..»........._..._1111..._1111.,._._,...,,...._.. } 0 , s„>; i 15 Q ....,,:,.<,,,>._.:,..,.: .,:,:,n.__.,,;.,:-,:...,.:.,x:,� 174'3" w I . t H f ..__.,..,,.,. ,. »... _.__..".... _ _1__1_11, __...,_.._,•,.,,,...._......,».»1111__.".,» 3 I L. I 5 /r I { R d....."."..".".""."".._s I : r - I. N t9 i U) GC C1 W W I i z z 's Q A3.20 M.50 N N I E-E I 1 d Z Z A3.30 w = = I I p p I i € 1 CADD DWG. FILE NO. (€I , I t : E E1 { w 1&2 MAIN CLUB HOUSE GENERAL MANAGERS OFFICE SECURITY & HVAC MECHANICAL MEZZANINE PLAN i �`I l a- SCALE w A1.20 Scale: 1/8"= 1'-0" w I '' I '�µµµ AS SHOWN -. w I � / '"`k. ,/ DRAWN BY „ •:; :: : t i y < ............. ATLANTIC BEACH COUNTRY CLUB « /' __ ; -- A240 SMZ AREAS: ___ _____n ___ _ ._ ,-, Y : .1111.. :. _1111"..__» �..._._.». ...."... Of......-,......,..,................................«....,,,.,....,.....,..,..,E '�»,»,»,.».». 111»1.»»,--- 1»»,»,11»11»._».,.__»_»"».»".»,.»,»_, »,»,_».».»,"_»,»,»,__»1111»",»_111_»,»,»,__1___»,_"_,,._",.,_,». �;"...s 3 � CONDITIONED SPACE _ ___.».. _ I _ --r I I 1st FLO R MAIN CLUB HOUSE: 12 211 SQ. FT. ! f ' i i� i I ' i IEE E t I' } i � 1st FLO R CABANA SERVICES: 1,033 SQ. FT. } ' 1 �._ �_, __1 IE I ...I- } __,,,.,..,.» _,•"..,,•,..",,, »1111».•.»,._,.............._. i s i ",.,__»,""•„ f : : 0 1st FLOOR TEN IS/FITNESS CENTER: 3 418 SQ. FT. A250 I 3 i i '''S l _il ---"--- :._.......1::11...-�,,: ---"---'-=, - TOTAL 1 st FLOOR CONDITIONED: 16,662 SQ. FT. _....._. ...; _._....._............_ .,.1.1.11,,..,-1.11.......1 r; it E ',, O 3 33. ,� ; i1 '� £` f `` I PROJECT PHASE O 1 OFFICE AREA } } :1111.: .. 1111.._` ..; •.__.__.. _..............._._......., _ , »"` - E ; ^,. w I / I -W ACCOUNTING: 187 SQ. FT. I .I t PERMIT SET GENE L MANAGER'S OFFICE: 152 SQ. FT. `,, r` 'I f w-. tt1 // 5 4 '- iL: 3 i f 3 �1 r } } ka3,,. ? E } ` TORAGE AREA TOTAL: 339 SQ. FT. - =-: PROJECT NUMBER uwi - µ.Vi---- _- E g y """..".-.."""."". ._» w I E ::................. + t ; f :,, Mw i -11- 3 :: ,........"....... "........"...... 4 . 1111, ». 18 ?� �. SECURITY/TELEPHONE. 5 E E ..• .. _ "` }} i ? } f iE i i:»�.}i f i : ii i = SECURITY AREA: 296 SQ. FT. , : I �� ;... ,..",..........-."........... I / o TELEPHONE AREA: 61 SQ. FT. ` ` ,-�, _ "`� E .: n 3 1?.. ;:�,».moi ' ., :. :... ».......; I :, Ii ...f E f ~`�,4 / i SECURI /TELEPHONE TOTAL: 357 SQ. FT. f » „"- ......_� I " I_ 1111..-.................. �,_ , I:................. r . ..- �==a:::_- NEW CONSTRUCTION •. , I MEZZANINE AREA ! `'. f , ' w I_»__.5........_} i i1 l i ` i� €i 1 ¢%<J''* . :; : f E 3 ': HVAC/ME HANICAL MEZZANINE: 278 SQ. FT. -; w» a 5 ? `,`... I .,,- t5 ' r? ! w COVERED STRU T DECKING - -r ,•'} s ' - _.....3 I I _�_�_i_�_� A : -.... }} " . 1111_.»1111 _-__ AT I ,, i -1111 `:', ..._1111. .. 1_111.». , ,.-1»»111."_-_111_1 _ 3 3 _ PORTICOCHERE: 407 SQ. FT. ---- ---- 1 LANT C BEACH, FLORIDA f w MAIN ENTRY: 164 SQ. FT. _----_.,._-_._._.,.,� - M �- ___ _____ ___� Mma a:,._:__.__ _.__,____ ___,»_ �,� _-- mmw_ _ _- - w�. _ -..�� �.- '� ' I t '.Z 1 '` 1 I , E DELIVERY ENTRY: 137 SQ. FT. _ ' ' ; , ; POOL FOOD BEVERAGE SERVICE: 167 SQ. FT. I,,,- »" i ATLANTIC B EAC H o DINING PATIO: 1,166 SQ. FT. �;;; ----•- I, - I `"` �T3t COUNTRY CLUB Y I : . z COVERED PATIO: 749 SQ. FT. I `' .�,�,t' f '__1.1' �' , �, 0 GOLF PORCH: 373 SQ. FT. _____________' ....e.�,? 1 ` I , , ; , 5 E1 E-E - ............-111-----1.. ,_-'-�:cc*r' U AZAO A4.70 A3.3o -------- ",.:,f TE NIS COVERED PORCH: 309 SQ. FT. ......._................_._._............................. E�.»,wMr»,.,»,«„«___,«, ..",,.,..,.."........................... „T_,,,...,».,.,111.1_.»._.»_1.1.11_«._.»„_,_mm m,...mm mm_.r.m m».r m MmM.«.»1111...»,__ mM._M M__„_.__,_,,,,__,____M__m.»-- -� GENERAL MANAGER'S OFFICE, o TOTAL COVERED ST UCTURES 1 DECKING: 3,498 SQ. FT. 1 ----------- d o NOTE:ALL CONDITIO ED/NON-CONDITIONED AREAS SECURITY & HVAC, 1 NINE, "' CALCULATED TO EXT RIOR EDGES OF STUD/CMU WALLS. CABANA & TENNI94, SS = ALL BALCONY/DECKI G AREAS ARE CALCULATED TO THE CENTER PLANS , _ w OUTSIDE EDGE OFD CKING/STEPS. 3 CABANA BATH - ATTIC / STORAGE PLAN 4 TENNIS / FITNESS CENTER - ATTIC / STORAGE PLAN "� .� o A1.2o Scale: 118" 1'-0" A1.20 Scale: 1/8"= 1'-0" ten. , V '(�_`a;r a� These materials are co ri hted and rotected under Section 102 of the Architectural Works Co ri ht Protection Act of 1990. The co ri ht rotections a I to the a` . �.a- ,i PY 9 P PY 9 PY 9 P PP Y 6, ; overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 0 M M ■ these materials can result in substantial criminal and civil liability. ■ 0' ; - - — , � I I ___� Avc, A6 REVISION#6-OWNER REVISIONS- - '80) MECHANICAL, ELECTRICAL&PLUMBING WINGS � NOM - -1 OF ANY AND AM D19107"ANCM i . r 174'-3" � UPDATES � i , .0 PRE011c TO CONMRIUMON. = NO= i i I I AS OF: JULY 28,2014 - I r---—-�---,-���--,."��-X..,..,-%".-,��---",., _� � Ytl 11 I . �t I �1__.__­­­­­ ,� wv , .- ; ",_-._.1-1. .1-1-11-1-, I 1. ,i.,-t,,������-,,�,��,���.�,��l;z�AY��.�liz��ll,�,�,��lt"�-.w�,J�11-1.4 1 - .1 ­­ I - - � - , 1.11 1, �� . 4((�, � � e - �!!!-­- 1 . l. , .. ,. � VW- �v� - .- �' � ti I. ; i i I , s �__, . ��. , � ,�_ , se' � ­ ��,!�� ., , _ ,�'_,_* I .. Ich � i - `11� - N " R'S UPDATES. 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I � � 0 :, ,�1 ,I I - 0 1-11" I It 1, I .1 I z , 4 1 11 � I 3 c� �� M 9-r-A �e�e 1 V I � w I , a_ rl&'2 AIN CLUB HOUSE — GENERAL MANAGERS OFFICE, SECURITY & HVAC MECHANICAL EZ7ANINE PLAN , 11 LLJ Z �,-A I � - .� 11 . 11 SCALE w � .ft, .;p .11 e I.. 3 - � -�2O Scale: 1/8"= V-0" I 11 " -14,/ - . � . . 3 a _e '' 1:1 U-_­_,t -1 ;� . ,., j /`*4" . � . . .e I. 14 LU I . I I AS SHOWN / #� w .1 . 4 .1 x � Cn I ) > I I g .1 I - - ­ I . A, , ­­­. =I MME wafflofflat . - L�� I I . : :) / '0 4`�, bli,rov��-,��-,--�-------.-.,-,-,--,-,.,- i, 010. K 2 'A - I ,�,�, ..", 1�1 M I . �,,,­77 - � , U.1 1�01 ,c 't�,x/ /� - .. -1 51. DRAWN BY M 1, ,te � - \ __� ­ / � - J( . 2 I -I-,,,.,., 01 ,."r � � 9. . .11, --1 L ,,� � - I 11 , ii ,N�'- . / 1i �< .."To, ,"w I ""I I , . I k , r I %­ �� � SMz � '- ,_ 10 ><- ATLANTIC BEACH COUNTRY CLUB --..�.-.----...-�.--�--�.�--.-�...---o--o-.-�.1-I..'�.,�-1-���,,��.1-�-11�.1-�l,"�,�.",�,�ll,�,��--�.,�---�--,___­­&­­�A,��0,-,,--,,t�l-.�,�.,---��-�.o���..----�.----��,,,-,�-.,--�,.�.-,,,�,- , . I 2 r_____-___, I— I . - 1�' I � -5 ; )f 1� '* I . ; � I� . , AREAS: I F___ ?, __ A , - � I � M ,-_=,� 44L,��, � ��,­ - 1 \�- I - ,w =xZ_ �e �—------ - ..""ZI _____ w I,MM 7 �4�� l" I ! LEGAL DESCRIPTION ­ ____ . ­ , ­ I I' ­_'_ " ', , 11 . . W _.. i -­ -1.­-1.r--��I�"x 111 W. 1.....7-.- _­-:_ -1" ..... 41 __.- =1=11,3797 i II 1. ....._... .11 . - .. �,".I -­ moil- I I I , �, i _­,�', / , � - I 0 1 , >i � I �, , � , , . _­_'=._ , ;==j==q � , , 11� �: CONDITIONED SPACE r�_ 1. I ,I � , / � , I � I I I k . 2 � - ;; � I I I a ; I . t � :1� I, 4 . I � � (n I i I I 1. I � \ I 1, I , I 1st FLOC MAIN CLUB HOUSE: 12,211 SQ. FT. I I I t I ; -,� % - i = _j \. I i � i �: 1. L.. , � � " I � .. K ok I I , 4 � x . _____1_-__ I , � .: � 11 �_ I "I" � e I, I "I I I � I . I ...� I 1st FLOO CABANA SERVICES: 1,033 SQ. FT. -.1-.-I-111 . I . -_11 I I �_ �� U_ I I I � I I � ! � 1st FLOOR TENN I , , , I � 0 S/FITNESS CENTER: 3,418 SQ. FT. � � I I I, I % - . .1 ,�._,____.. i .1 .............� 9 -�-�..�."..-�l.-M-.L�..,=,=[,.,-=- 1. J. � 10111101101 ----�*_ I-_ (; .. I � 3K , I IL . � TOTAL 1st F LOOR CONDITIONED: 16,662 SQ. FT. affffm vM . , � w , I � I.` I I .1 1. 2 1_1 v I a �" L . . � � x - < 11 :. � . .--. - / a- �i �g I I .. . ill ! d. I J ,­­­�,w­�j , , q I I . ; S li � 3. 1 "'.. I �. . I I � � . . 144 - I+— � I y "I . 0, I ".."11- \11� f ,-0 I .. 0, �. 11 I i ! x . PROJECT PHASE � 0 . � � :: . � 3; . �1_ 'N .. ... L__1_11 I � -1. ­.-IF t I . � � 1: I . .�j , 1, ,L_________ 4-1 i I L , OFFICE AREA 4e-�t>� i �'A z [_! I— ,_ � I I I � I � N :: I � I : I �, 14� �`, z o I I ?, . I '� , " I . I k t � I � � =,=,��.?,�,,zz.,--,, j� AR 1;� .. I Ir^ - , I t I ,_ ,I __ ACCOUNTING: 187 SQ. FT. "Ill I "­ t I .: ,, � 450 � PERMIT SET � 1 4 . k, -i" � I � Ci � !F i . i -'. i, -i ��/ ". �01 2 5 I 1. I I I .. I �1_ i- 4 ."I � , � I " � i 4 �, . el � . w GENERAL MANAGER'S OFFICE: 152 SO. FT. � I / , i" 0. I I � I I . w. :: IL I ,r " i i ! I T * I 9 , I .. I I " IV �j�'I I lm �* � q......... —1, I . y I , I ,� 1, 1,�,- I , � , , I � z , " / �,0% INOW"'..... I � � ,. � L, " - _v1% I V I ". .�.. '�_ STORAGE AREA TOTAL: 339 SQ. FT. 11________.. _-, -.11-101 I 0, I h . 4 / 11� PROJECT NUMBER I I . I 1 4 1 11 . ___�_,_"" t .11 I �( , I _� . ,. . 1. . " kwN L.,-- ... . w Ij __77- !I i5 I 1. I . I J - . ..........-1 I'll..... I, I I I 13 I I , � (0) I 'T . I , I . . I - . ff,'­'^`­­­­­­ J 11 - I I f � . I � , I I 11 , I ;� i T � ; I � 3 w I I I , I .. I �' 1 � _. ­­­......----l-.....­­............ i 18-11- . I I - I � , '01 I I ;:;:!!:::; Of SECURITY/TELEPHONE: 3t �__*_­l - I I 11 I 1. . � % ---71fflr— _�gmwlq I ,I Y, : � -f Cn I I -I,/ '...._... I I t I , �, 3M X.- * .414, 11 11 I t I I I I I .. I . � 9 Z 1 . 2-- --- .11, P � .1. :F -7______ � I f -_ ,_1 1 \ I- SECURITY AREA: 296 SO. FT. I � % �f . I !1q, I I t � .. e, � 11 1 1 1 _j 11 � ___ ... I � $ .. ". 1� I 1%'. . . � e = L, t, ___ �� � . , i � \ - I � - � ; . I 1- � . I 11 I.,�, I . I ! ^ .. I . l� I � (9 9 0_� F, ! Y�l � , , � . ___��,' : f, � ; ,� " I . . I .............7 1 , . i � 11 "____,�' I � ,,-� I . I I � 11. I .. � 11, - rl t) I / . I 11,`,w 1 � ; � I I � I ' I I � i .1 � I o , - � M__ w 4 -'11' I .11, -.1� 1A .. = ,I , �� ­' �r-! I W " 61 SQ. FT. 0 =- '-''LL...... i I TELEPHONE AREA: .. - I I SECURITY/TELEPHONE TOTAL: 357 SQ. FT. ,w . . - �C-. I � I I I :, I I " 1- - I . I �, I il?ll � I -1 , -4...�----L---------L"­­­ � . . � .._0 ---___'1...........- � I ..'. M , ., � _1 ­R!9!R­WRRRRRR - i w_- 4 . e 11 < /�+ I I "I 1, - ... ­ � �� I � :1, 1E�19191W. 1111N ffi:I , , 11113,�, �. a i " I � 1�� _T �. . � .1. �, _1 .- � \ I �� , , �­­­,: " I M I � .4w a I 1, � 1� �s - � � I I I I I , . I I I -,� 5n ,\ �., �, . A I � ! 11. I I a I . 4 ,k� I �; .1 � "I . � I 11 ,I � -� I I w MEZZANINE AREA . . I , L I t �, � � t 11 - I A � , � , � 1. � I/ 1 4 � ��� , , 11 e I - I I I \ w HVAC/MEC­IANICAL MEZZANINE: 278 SO. FT. I , I I N�_�111 i i I i � i i L-,/ 1 j`� i : � I " I i i , I � i - 1 4 i Z) I , � I I I � - L 1�1.. 11 � . . " I -� . � �_ - It I - � ,I 1&, � , -1 i I 0 .---.----------- .. . ,__ - I 1. � / �%� .. � �­1_1_11 _,� � � � I ,� . . I w COVERED STRUCTURES/DECKING I - 1. - � � I I �_ �1­fqsqxmqow­o­N5 . . I ­ . � " - ..........­­ � --111, 1; .. ..---., �01111111=011 =--mmommow.-I. ... .._­ — _...._. W� �11 PORTICOCHERE: 407 SQ. FT. kaffiIIIIIIIIIIIIII&.1 - ___. .. - . , ATLANTIC BEACH, FLORIDA � N = - - -- -.,-. _—, . 10 � 0 MAIN ENTRY: 164 SQ. FT. _...I.I.-... . 1_..19 z1___1_1___1 1 \ 1 W_ L_ __ I �e 11",,�, H I __ _____w__w__ - ___1 ,r,-N . N, %I I -I a < DELIVERY ENTRY: 167 SQ. FT. K i I 1.e'% " X: t I . t 9 I I .: i I �1, H � � 0 � a V i , POOL FOOD&BEVERAGE SERVICE: 167 SO. FT. r—� x . . e­ I I I .. , 4 A I . ,� §j,§!;!---7 , , ; z . ,� _��jj,In I ATLANTIC BEACH . :3 �, :�: �- �,I ��_w , , 0 a .it 11 t I � . I I- ­ I a DINING PATIO: 1,1 66 SQ. FT. ­...- I '. " . %­ I 1� . I - � 1� I . . I �� x ?, �e I I �­ �' -_ � I '�' � I K _ - . " " I .. 1, ��- Z ..I . - I. . � � COVERED PATIO: 749 SQ. FT. . " - f I.. . I _1111 I al I , K � ,� 4-- � I .1 ,I 1-1 . z 111L I F. : -, I- .. - W F . COUNTRY CLUB z k________._._. X , I .-%, . -, ` . 0 � I ......I.......I........ _­1Aw1A­ �` � I I - a — - - , ­ - . 4. GOLF PORCH: 373 SQ. FT. _y x ANNINIVARIMPROM wo ,� I I w � rEl E1% I-, P W, ......-ow i i- - ,� I " I,,"Mmm" ..............i Bob -111-1.�11=... ! 0 TENN IS COVERED PORCH: 309 SQ. FT. x . `ti� K� ......11.1, .� i L...--%,�x�,.�-F.�"-..-.--��-_�.�.-.--.��.-...�-_�.�.-.--.-.-�1.11.-.--��,.�xl—.-,,�.�.....1"...,-���V�-���%-.�1.11�.Y.-�.�.�?.,--.-.-- ... ......----I'--1­_='1=_�1111_..__ -- I I .. 1� I I - I -, 3 b TOTAL COVERED STRJCTURES/DECKING: 3,498SQ. FT. I � --,----1_-.,__%1_--__-. I'Ll . --� ,I � GENERAL MANAGER'S OFFICE, _____________,_______.._—1 � ;9 NOTE:ALL CON DITIONI_:D/NON-CONDITIONED AREAS SECURITY & HVAC ME�7!ANINE, I ai" -1 I -, C14 �_ CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. CABANA & TENN IS.11FITN SS m: ,,I 1,_,;�"" ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE 1, � 7 1.1:� ,� 0 1 OUTSIDE EDGE DQ CENTER P NE ',�"."�' �, f-I I - OF DECKING/STEI S. L ,_�.,") �� �,�_!_, _:.4 : � ���r It - - —1 r3`N� CABANABATH - ATTIC / STORAGE PLAN r4 -� TENNIS / FITNESS CENTER — ATTIC / STORAGE PLAN ,-,:_,_, I I ," e— I � -1 ,�,, I i 111� i 'L --- I 0 � .�2O Scale: 1/8"= V-0" A1.20 Scale: 1/8"= V-0" ,,��-,"�,,, , ". 0 _'L 0"^;� *,-�,�,�,,��, A - �y . t,�.. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the I 1��,I`_�, �1117 LA Q� .1 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of Al m2O M",: 0 M w M 1_41�1_1 .,1 4; , I i,-ii I 0"!�, ", 7 �� """' "'w" , ' 7__ , I .-_ �11_=,L_11_ , M;i _,w6L, _,`1_ ?1� � I I I, �, ;t I, I �O these materials con result in substantial criminal and ciVil liability. I CP; 14, I lw� � � i I ! I _ 20W DO NOT MEASURE DRAWINGS NOM OF ANY am ALL D�ANCM PRIOR TO CON�TRUCTl4N. 3NB GSL NO= D.S.• :. „ ,' xx. w w e' w w __ ._.. r O O C ....' j >! ii J% !i ii Yr� z 2 B$ 62 2: 2 'Is,; 3 A2.30 A3.20 A4.40 N }„ y `.,, ...... EE (..i Al is %! is ss j f, .S. .._._.......__._._._,_,....,...,_...._,_._._._........................ J J 4 i ...........,.. J Y J I} f •!t Y.......... ✓ y :�'" fir,., ff �f/ \/ ....,",,,,,,,,,,,,,,,,,,,"..•,.,..,,.,,.,.,...•,.,,....,,.,,",,,« I,I II I;iI i S! ff ff I f i yI W4 - - - - - LIU I I n• D.S. • 13 Pr ff l i • 111€; :; F;i SLOPE SLOPE ,GUTTER r; D• f j{/ �, � "' 04 i f J� / ff // ZONE t - N 01) 10 ZONE ZONE ''` N R f €I I 3 4 s tC V �IIIVl�4 ��IIt'',%J;%i�sy f t I 00 a\ � -.. t M r 7 r CD 5V CRIMP KEY PLANCUCO IPERIMETER ATTIC I I / � / fr,o I I « O Scale: N.T.S. cm / K 12 ` ` r co o � I --- � PLAN �� '�'�_ � �• � � _ 1 NORTH o �n � � U o / _ REVISION#5-REVISED SECOND FLOOR - Y o ai m RSDoeteBv •DS - ' " D. PLAN (AS PER RPC FLOOR&ELECTRICAL C5 (D EDGE OF BEAM ECr OF STUD WALL (BELOW) II I (BELOW) CHIMNEY FAN- i - s: i3 •"• it } is F 't EXHAUSTO if I D I I a a SLOPE / __;_..... - -w - ; - - - - - - - - - - - - - - - -- - PLANS) TO U �' II I I I I I I I I _ AS OF: JUNE 5,2014 w it i; .,...,,,,..._,,....,,.._.._._.,� Ei ZLATIO( i=; y I I � `' � 11 is ; ; I I a 0 * 3 ii 3 :1 is II7: I £3a 3E - - - - s s I I I I }I I I '' I 1 REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS N U is li } T • s. I O N d iis CN 00 i 1 3 II }I I ® REVISION#5.1 - CORRECTIONS(AS PER }s ij 12:12 12:12 COLOR:GALVALUME' US'(SEEATTACHEDCHART)ROM (B�OWi R�BEAM I 40 Ds. `'UITTER } `` ;I II It. • RPC FLOOR&ELECTRICAL PLANS) t I I II - - - I AS OF: JUNE 18, 2014 D.S. S. GUTTER - I / I � 1O CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). I z rLRT Rpp�/ I REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS(127) / EDGE OF BEAM I I 1 (BELOW) I W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON N N SE S DI G S M AL F P. N L SENO STANDING SEAM METAL ROOF(TYP.) a � -OR: �L s•( EA ACH DC T) I WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE D.S. GUTTER IME ATf M /LL P oPE D.S. SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM PE EL 12:12 • 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. REVISED DOOR&WINDOW SCHEDULES. ElmalL N CONSULTANTS H L H 1 3 Hu G D .Hu .Hu D Hu 30 DBL HUN a o O ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). F D F F D FI D F D I FIX I 72:12 12;12 V D D 1 ED RM L D D V �' (ZIa:F_2 ZIZ CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. STRUCTURAL 41) i 72 I I I I I O REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 M CV E I G H & MAN G U M 0 N 0%% N N N w w ■ FIXED. I I I I I J L MAS ENGINEERING, INC. I I (Sw) 9133 RG SKINNER PARKWAY N O REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) JACKSONVILLE FL 32256 .10 KEF-1 (241)� � PH: 904.483.5200 EDGE OF STUD WALL O REVISED DOORS CH31-CH35 TO SHOW CASED OPENINGS(SEE v v EY v I v v v (BELOW) I LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO ME z 1 I I I I D.S. 9'-0"HEADER HT. REVISED DOOR SCHEDULE. M P&F P Aw RI IDG - J - MCVEIGH & MANGUM A3.70 m I IQ F-1 ;PE 6 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE (B MaE RO AT„ I 1 (101) D.S. D.S. a ENGINEERING, INC. A410 I ' I ABOVE KITCHEN(111). ADDED 3-3050 SHUTTERS TO NORTH ,�, y �, y �, yA LEY �, y Y a FASCADE. 9133 RG SKINNER PARKWAY 1 I I I I �UTTLEWILR JACKSONVILLE, FL 32256 o. • 1 wa p I I a N I rC = - '� 2 B I V7 REVISED DOORS T4(MEN'S TENNIS R.R.-152)&T3(WOMEN'S PH: 904.483.5200 A2.20 1 OJ 00 N N W N00, oe N A2.2O A2.50 I ( ( I ( I J I J L 'J TENNIS RESTROOM-153)TO SHOW HALF GLASS DOORS. p /� � / REVISED DOOR SCHEDULE. ELECTRICAL 7:12 .. 1 - �-fLA ROOF .. ., _ un AR AO8 ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S RI R Al '° ° SLOPE "�'° ENGINEERING INC. eEL ,,,z OFFICE 201. REVISED WINDOW SCHEDULE. , y ED D ED ED RM E L ED M D M y �y ( ) ui 9133 RG SKINNER PARKWAY GOD .H .H HUG D .HU .HU H HU HUN - F D F I F D F D F D F SLOPE W O REVISED BEVERAGES(119A)&EQUIPMENT IN KITCHEN(111). JACKSONVILLE, FL 32256 15s RTU-1 3 PH: 904.483.5200 U I I J ( I I 10 REVISED EQUIPMENT IN BAR(120). W - - - - - - - - - - - F- Ds• _ - LANDSCAPE ARCHITECT of GUTTER - T M .) COLOR:GALVALUME'PLU5•(SE rT E r) I I I 1 SLOPE 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY 002 &FOOD& _ I $N I w CRI KET !p I I PARAPET WALL BEVERAGES WINDOW(005)BY V-2"(VERTICAL DIMENSION) EUTHENICS STUDIO 1650 BEACH AVENUE 12 • 12 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). ATLANTIC BEACH, FL 32233 1 I s uTTErt°•5• w ZO SEN s DI G s M AL F P. L $ REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. PH: 904.246.6219 C OR: ILL 'PL S'( E A ACH D C T) I I I w ILE 1 C1 c1 I I / I 13 REVISED DINING HALL(119)CLERESTORY/DORMERS TO SHOW p I I I OR:GALVALUME•PLUS-(SEE ATTACHED CHART) / 1 EDGE OF BEAM WOOD SURROUND. REMOVED ALL SECONDARY BEAMS /`FLAT (BELOW) REVISION DATE j TREMOVED. REMOVED ALL DINING LOGGIA(116)BEAMS&WOOD W SLOB I CEILING FINISH. REPLACED W/GYP.BD. PERMIT SET 12/13/13 w • Cl) GUTTER D.S. $ GUTTER 1 I I D.S. N z SLOPE SLOPE z • 305o �\� ct ( 2 I - - - 101/31/14 A J 14 REVISED LIFE SAFETY PLAN Q REVISION w D.S. I A3.30 I EDGE OF STUD WALL FIXED PLAN CHANGES (BELOW) CORATWE FINIAL W I 15 REVISED GABLE END ROOF AT RECEPTION(150)TO SHORTER REVISION - - F I 1 LIFE SAFETY PLANS 03/25/14 j� T1 � � OVERHANG. w 1 1-D1 I EDGE OF STUD WALL I 1 O • GUTTER A3.30 LL_N a LL SLOPE SLOPE LL LL` O A3.30 (BELOW) REVISION O ( �- -5:1� D1 1 B1 I 1 • -365o IAY'- 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE MEETING COMMENTS 04/17/14 O ( A4o 1 A3 A4.30 I I Ds F W/PETE RODRIGUES REVISIONS 05/22/14 EDGE OF STUD WALL (BELOW) 4 RPC PLAN REVISIONS LON 5�A RPC REVI PLAN REVISIONS 06/18/14 w z I 24M D I I I I REVISION 07/28/14 6 OWNER'S REVISIONS D .H I F-F REVISION- RPC - ADA m I FI A3.30 BUILDING CODE REVISIONS 08/07/14 0 I D-D 0 D-0 I I I I REVISION- RPC - 10/08/14 rr I A330 A3.� I I I I I NIFIELD MEASUREMENTS U- I I S�L°PE g 5_ LL ( z I I I z z GUTTER D.S. } 4.1 212 - 2:12 2.1 N 1 1 11 N N • z I A221 I I A2.2t w „J A2.10 I I I w w x 2� D.S. a � c a w' • i w Q U I I I I I I I ARCHITECTS SEAL z SLOPE SLOPE w I I uj�I I I I I I <49 j SLOP sl E I o o I I tiI I I I I D.S• � g1 SE DI G S M AL I I sEMCo STANDING SEAM METAL ROOF(TYP) CC OR: LU •PL IT(S E A ACH D C T) I I ( I I COLOR:GALVA LUME•PLUS'SEE ATTACHED CHART w w m I I EDGE OF BEAM (BELOW)co o I I A3 Aa.so I I I I N I E-ECi z ° w I I I I I N N 1 A3.30 I 1 I I I I I ZIZ I sLDP s�°PE� CADD DWG. FILE NO. O W rl2 MAIN CLUB HOUSE - ROOF PLAN e SCALE A1.30 Scale: 1/8"= V-0" I D.S. F AS SHOWN j � � . LLw M I DRAWN Y 8 Q GUTTER D.S. GUTTER GUTTER � F `i240 ATLANTIC BEACH COUNTRY CLUB SMZ Az (Tyl Y 1 T ) r AREAS: LEGAL DESCRIPTION 3: 1LF D F AUX Fl �a�"-w -�i L SH R CONDITIONED SPACE ME 1st FLOOR MAIN CLUB HOUSE: 12,211 SQ. FT. uL e I I I I I I 1st FLOOR CABANA SERVICES: 1,033 SQ. FT. O I I 1st FLOOR TENNIS/FITNESS CENTER: 3,418 SQ. FT. TOTAL 1st FLOOR CONDITIONED: 96,662 SQ. FT. a. V EY -r N V q,.- zle 5 OFFICE AREA PROJECT PHASE DSL 'PL ( T" F '� �m ACCOUNTING: 187 SQ. FT. PERMIT SET w - I GENERAL MANAGER'S OFFICE: 152 SQ. FT. SLOPE z PROJECT NUMBER w lac cusTOMTENNISTHEME STORAGE AREA TOTAL: 339 SQ. FT. w J _ 18-11- w I 12 SECURITY/TELEPHONE: v7 ' SR: ,/ LU -PL '( ) 2 SECURITY AREA: 296 SQ. FT. TELEPHONE AREA: 61 SQ. FT. D a w^ V �, w / 3 1w%LLW V SECURITY/TELEPHONE TOTAL: 357 SQ. FT. Noe N 10 a �� I � MEZZANINE AREA NEW CONSTRUCTION N I I I ( I I HVAC/MECHANICAL MEoe SLZZANINE: 278 SQ. FT. I J OPE w OPE D _ _ _ _ a _ _ _ _ D W COVERED STI T ECKING ATLANTIC BEACH, FLORIDA PORTICOCHERE: 407 SQ. FT. v F F MAIN ENTRY: 164 SQ. FT. Q A2 GUTTER D•g• DELIVERY ENTRY: 167 SQ. FT. v + EM ST M .) POOL FOOD&BEVERAGE SERVICE: 167 SQ. FT. ATLANTIC BEACH o I : ,�° cs A H C w DINING PATIO: 1,166 SQ. FT. Y COVERED PATIO: 749 SQ. FT. COUNTRY CLUB 0 _�� _ _ GOLF PORCH: 373 SQ. FT. U ►�� ��� H H �f TENNIS COVERED PORCH: 309 SQ. FT. o D.5' TOTAL COVERED STRUCTURES/DECKING: 3,498 SQ. FT. MAIN CLUB HOUSE, Q GAEL END • ° NOTE:ALL CONDITIONED/NON-CONDITIONED AREAS CABANA, &FINIS N CALCULATED TO EXTERIOR EDGES OF STUD/CMU WALLS. FITNESS ALL BALCONY/DECKING AREAS ARE CALCULATED TO THE - 3 - 4 T E N N I S I FITNESS CENTER - ROOF PLAN OUTSIDE EDGE OF DECKING/STEPS. ROOF PLAT CABANA BATH ROOF PLAN 0 �30Scale: 1/8"= V-0" A1.30 Scale: 1/8" = V-0" .4 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to theAl m3o 1' overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ■ - . I � I C-C CI /11V_1_1_� I M.20 A4.50 - N I w 11.1 1 6 z 0 - . DECORATIVE FINIAL BY EJM COPPER INC. 1 S_:MC0 STANDING SEAM METAL 14 N WINGS (MANUFACTURER TO PROVIDE SHOP DRAWINGS) R)OF(TYP.) LIJ w 9XOR:GALVA LUME"PLUS" 3 z - - - - - - - - - �EE AiaWHE -t I Fh - - or - - - - - - - - - - - NOM ___ OF MY AM AM D191107"ANCM -- - TAILS&n&CHED T PLUMBICUT 3xS S.Y.P.RAFTER(D—\ .12 If 15 12 � � Iwo;"I* I HEIGHT PEOR TO 00 nON. = _=& NO= — — — — — 21%NUF.ROOF TRUSSES I EMING Q.14:O.C. c;_pl . if I I a BUILDING RESTRICTION - I. -1"z:3&_ - - - - - - - - - . - - - -_....%Tr� - I COLOR:SM.ICE MIST#2123-70 1 i i SHED DORMER(CLERESTORY) s 1:T(M ER if % - I ; , . ; - - I i - 5 i i TYP.TF?JM MAIN CLUB HOUSE- I. i I i i i I OR:SM.ICE MIST#2123-7G C RIDGE T - _-_1.1--------_.__.________------_1___1______1----------_..". __I'll -.1- - I I i I i"_� TOP OF RIDGE.k RIDGE P.T.W BRACKET Wit SmS VERTICAL MEMBER 1 1 i i i __...In __ __-,______ __ -, - ____�----------,__ .------- I i I i'll�v, -­­,-4�_�­­ ..".., ...... .........._____..................__________.___.____.__ 11.1111,-.1-1111111.1111.1-1-11..-1-I.I.- ---111-__----.......�------­--­-­­__­__­­__. ____­.__­_­------1-1-.-..-,.---.----..,�---�.11-1----1-�-�l,..--.---.-,.,-,-�-��.,�'ll....,.-,.".,.-�..-,..,.....'�....�..".1--l-,.�l,",.".,--.,--,.�- 1111-1-1.11-1-1111.11�11.11--.-."."-,..,.,l,""."'.11-�-,-.-,-.,,.-.--,-,-'....,.".-------.-.-.,.-..."-.-.-.�"-.---.-.�--- i i 1 --4- ,�-­-4-lo---- i-; - ­.- - -­__­____­__ _—, __ I---------­­- - - - -;II;NII;w IMM�T�_F, Nw I i -____I—.--­ -�- ----- ----____� ;=;;� �;;;I;s;;;;;;;�.-____----. .- - - - i g . % i 5 5 i rl if - ii I I 5 1 . I i I I N N 4:D(RME1� I: WIEF ; EF ;DO MER i I XEM�O S1 kNDII G SE,M M1 TAL I OOF -) C DWI R i I i . . . . i 11.1-1 ­ -_, __-.1-1 T, ­­­----_-i !----.-.., .-- _­­: -1_-_---.,-- f RPC FLOOR & ELECTRICAL PLANS) : i I CC.OR:3ALV k LUN�"PLI S"(S'E AT ACH D CH _­` - I : j � I I : I i I s ­­_­i : R I : s I I MAIN CLUB HOUSE- ! i I I I � I ; i i I I l TOP OF PLATE Q DORMERS,& - - - --- �- - _. , -_ - . I . I i I ; il i ; i I ;I . . . . i I . I NXI 1, I IN I I I 1 -9-(EL.35.115')'91 - j .— — - __ r" - I __ 7 --I, — I w .. I ST#123�,) - -_ i - \ ­_ - - - - AS OF: JUNE 18, 2014 GAE..-J- I - .--- - GABLE LOUVER FRAME -_ (CI) ( 09 : ; _____­: ;i 2 s. ,- 5 . CC LOR .:EAS AR# �� I H i li i I 2 12 COLOR:SM.SEA STAR#2123-30 1 i j i 2 2'1� ; i I is 12[ I I 111 7 12 : i I I s 1 - "' 1� !I (A2. ;1. : i II i I f, I / : i I 1; : i I I i; : i . , \. � i f I i 'V (; > / I ,: I ; -FIBERGLASS REINFORCED PLASTICT(FRP).SELECTED C I TRIM TR &I __ I I I C)LOH:BM.ICE A IST A HZ %, J_Is "I'll I : -70 MANUFACTURER TO PROVED SHOP DRAWINGS I -1,111 Nllifl iMli ;; L li-111.,i I"I 11 . : !I i . COLOR:BM.ICE MIST#2123 I IHIIIII NNS (ACCEPTABLE MANUFACTUIERER:ARCHITECTURAL !if I'll if 5 i if ii ­.,is : FIBERGLASSCORP.PW 800439-2000,1395 MARCONI CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). ::5 i i 4 if i i i i 5 i i i '*\ I - - I::i �! I T, \1 BLVD.COPIAGUE.NY 1172&2814 OR EQUAL 0 wo-.'% ii 1-_­_-­ ­­ I.-­­.­.---,. -__ ;s4 If 14,`i.�L..LI_11,� ---.__ -__________...-.-- . I - � - ­----.---____ -1 �.......,.-,-._­______­. -­­ .1­­­­___-.1.. ....­ .­ . . i I—__— ,%. --l— ) 11IIiIIL4 1 111", 2fIli1ifif:efj1ff � I --­­---____— — 7 12 I E:MCI STA?DING META V I. H,1;;t It I:it:I X � ll -LOUVER . F-- I Tf 3)CRC NN N)ULD PROF ILE I 11 Ic.III:)-M NOO 1) I --=_­--_-_*'_'_!�t_-==== =­______1__4�___1 W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, � -1 i CC-OR: k LUN E*PL - El ICO 14G S AM h ETAL ROOF(TYP I V ; I � � � ,if Is -1- 3W C 3-1 AAZI:K-OI-EQLAL THE rIC � I 5 (D � ,-,M ! 1 "' . f - F 'IT i IS I I � 0) i Sim.I II 9 021 -,----I i i EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON (N ' 1 1 1 it . - '- - I I-7 E_;7;�;_EI i i . 1. ,I ATM CHEI CFV IT s 9 i Is DPW if U IE-PI US'f EE A TACI ED C1 LART -- _­_- `_-, " , LO _`­­ `-_ " I " i E7____ I __ -Emmwfil I 0 MAIN CLUB HOUSE- . 5 %14 TRIM i ii if I 11 P., :: =: T -_ -- 1� ... -=_z_.._.'_-:.........). I I I PR TI- -___ I 11 .1, . I i 9 "' ___ .1 111, xfLost:13 ICE AST 121z.I .......A-.?- I -- 04 I ­_ i .4 ,& I �_ --7-- ---=-=: -:-I-_- : TOP OF PLATE D 0 _7 _:I_ i .".1 WNDOW TRIM .__ [____ _: 'l."I. .IN i Flo -- 1111 __ ____ -__ iiii.'ii (I"L ,, ED BRICK VENEER I it OF . . �D SRI , ..-., H _s;;_._ i I I 1�� -- 1. i _0 � CN 7 9212 'r FaT�EER I I COLOR:SM.ICE W I R:BI 1.ICII LIRS I '"'. i 'T' ._, I #QC.!;I- --d-I - r, � � - - I- I I A t'F�- M , L�__ - - . � ve . - - :�+= == I - WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE M -�-�Il I ,�--r I&Q." � If 9 � r_T�, �� - I - - == � , � I I I � I 1! . ,I TAI IJURTTRI.SSJFP14114G'24"F- / ,�I.�GHEN/R-R. .E OF .L 3 PLU P. 7 I __ - - - I � I I . I 1 w 6 ' I : .I - -_ 3, (E IV' . I :2 C) M I / T - ;iim-- H Y , I '. .---------- -15 I I I _f - r Cole U"T Akl. -&I 11 , Ir1r,"'. .III ��412_Ull , 9. ii 11 SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM -0 I F `1 I -1 I 11 I .. 2bm-7 MAIN CLUB HOUSE- 16_ lij � �__ � I I I � . : ,F1j,_Q1i7TFrTi - I JCK --R(aTWYP.1 99fflff 9 I .7 -FAINMI2 BRIG -N.— 'r- 0 1. - 011 r - AINTE 'LA i 11wil 1-11-111 Hull Hull H I U U 11 IIII 11111 I H 11 11[ILI . - - " i I 1 7.1 V_1,.7", H BMP.) TOP O_F _O.H.F,:U:, M���__"IkTlrlf. � I a 1) -ffTrrr=H=H H 11 .Mir- IIIIIIIII I U U LAI U U ILA ILA Li ILA U U U r .. I Mffi= Q _ -2 GO i ,_C'Lj, ,a!J '. i f`L:1 if 5 j I-,,I!I I:I 7sEAP I By)# ,�-.t A I COLOR : 00C 19 11 rrml uTrfflrnT I VOLOR:SM.SEA #OC 9 9_01=, , �� � 11 . .1 DW N. . 11 H Ij 11 11 HII H1111 1-11-111 UH 11 HL111 U1111 1_11111 1111 .1 ­Ill- . ; 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. U_ O� 0 In ­ , - .. I— - I . .. [L- 00 NIMM'r1l, 'I .. 111 ! ." � I I I .1i",u- � .[I.11.11.I LI H I If H 11 H H Hull Hull Hull Hilff of J -04 i MW Wffl"101 __ , 11TI ;t; � — I El a F04.0 w a II 1 01� Is . I 1�1= Fl�.; t REVISED DOOR&WINDOW SCHEDULES. I �,. - __j!�s­fn­-,t--l;g�!­,:S 1:S I st I I I �*' .. 6 C-� i ", - - - - - I i7i[I F'�4':_#­­I'-'T:'- i - - - - - __ - - ­ rM - �111 I i i il�!flo - - - - __ - - - - I 11 .. II I;; > .4 C 0 4-4,11 I'4111 I,_r.'-f.il I v ; ; .I 7r,7 � s,!� I ( . . I 4�__ kyj J;tCHrrECTURAL CEDAR SHINGLE..!,)_4,,,-,_,,q-; --,,"f,::,:�,If I t; Fii-�­ - . _____ L41 - 0 - ;; 1-TT�,�,--­ �� I , I - _'i,,, " ---4"Ft' " ' I h, i�,�`"I- , - - . I 1111 LIM-11.11 :I if 1,y / I; \ I w (7) Vj . , . Z4.-I.-I-1-1. , I � I q -4 � -i yn �� -A" ij If il if�f .1�:, I I U) 1w rRA;GHT CUT - is z- 1111 1��I , j :I -, -Id!;i � : =3 i i I 151 � I L77,71,11, � . ;; � . ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). U " R:SM.SILVER MARLIN#2139-50 .. ,� ,o jl . \ (3)IL.j i;:V U,4;Ll";,I I;,A� o,I; 111T] I Lill 11 If 11 I if 4!I�r 5! I 1; , i I I .x i:I;*I A , n - i , "Q- C / \ . I..,.11 - - I Il I 0 :3 M ," .5.�E it.f I I, .. I G) i '�Ij,i LILL U 11 I .1 4,,j";;I �i I I f,is 1: !I I � Lsyl i : if , ,,, lull IIH I -4-1 'A .,� H if jL_U_UjL_1LUs �,_ r � .. ; 14),%�,Irll_11i4",. I ,11"' \ 11 in T ;�,� "AI&''I'll '' !; I -, � ca im� < ! If' ' 11i "' 11 :! lu il JE CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. -) ,� I-L. I ;: � t i:lifu _4 2424 :D W1 2424 2424 :D W/ 2424 w/ / H 11 I"a ---- I 11 14�`VW1 i , -:4- : I L.11.11 11 U..I �Iwli �;fir T-14 if;�15 I a A , 7,r 2424 3)W/ 24M w/ 2424 iD W/2424 1. w .. - - i .? 1. :: - " -FINISHED GRADE LL .1�--; M ! FINISHED GRADE s ,l.'­,f,-I,Pt;;-,, z A 2, 2, A 2 SH SHU DW) SHL r I I I " (SEE CIVIL DWGS.FOR HANDICAP U) U - 11 I 1.1', , , SEE CIVIL DWGS.FOR HANDICAP SHL DW) SH SHU SH� I! - , nry�,­` 'M'l�ir-ffrfr'Fri- 1 44 . ,; .11 , I ULUTV�_&Ii 11 Juilill, Ih . ,Is;- -, h , AREAS)- " , I if� ' - , - ,T_Tr1TTrrfrTnT** ,fftt1'­s,f�i1?--fi . if - . ,� - '; " ;: TRANSITION AREAS) ..",­�_4_1, yr�1�4�v_,�.I I I I, . . . - , if I5 ii � - - , '. , . , - � 1 ,I- Im�r'!"i-T" I 1:I i ti I ,if , . I-, �-;,!�,-, T;, T."r � - 'i .,�,Il IT!".., If TRANSITIION ---------------------.-----..-.....I , , , ", �_ , I I ; :1 - .41 ; 11 if"ri��,T___htltl ,­i+-isft1,-., TH­-.-`--,-`­fyTV` :I: .111 11 I 7\ s, ; I lv�4_s,w"u � it I T Z,-�-I-..--?--I,1-f,I".! I I il T"'; I F /(�4 �'�- --4-1 _. .,I.,-''. -11 I .,'."-�4 I- -- _i Is: I I I if., I I Is 1rf`-4;s-?1,1y'-A-,11?-Ts,1, .� , I 1;?, 0 ".., I I ­ ­;5"'. � ; /_ Cq - � , ;�y y'- -T _;___u 5111 MA114 CLUB HOUSE-IST FIN.FLR .- .. I . . .... i -f . -ji -r ,--;f;j-t::;;j;i,..�,r��,,r,'--.!f if ij,41I; t. N: .. jl�"-Ill 11 11 II.1 I I II.1 -,�414- 11. "i I-`_ I -1 a B I U�:s;,:;i "O �I ,,"-,,,; 1�, " I . , myr if I 5 1_1 ij:I-H . , � ,s�; W-1 IsY E) 'i�, -.111., �Ly , -� i I a . ,, . RV I , t, . 9. e: - I - ........- 11 11 1 h ;wIffild I, .. 1111-- "A ., ,� i 11 . - V-Cf"EL, *. REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 11 . L6 "IT . ___ �---------____ sz::::Rsi:z=1 ��� 6j;jw-, i ­ 0.1111 III 1.111-1.1-11-ill 1. I _ _ - ­ - _ ;;;"=M_ _ w - - -_ - _ " 0 .. I I Ewo t� 00 C) LO 1101"� -.1 tltft�nfl$". .­�� fft��_ vwwnntimmww��"��= .. "M*"I' ',-I dffiffiffib "a ". , , -0 '14- IT IN MIMI 5M IMPROPER .--1 .. ­­­ � -1_11_--_1-__ - 4IRRIVIrtIft I�11 I mom;�!09111919-1911 I---- -1-1 - ­.. _ . ­ -1-1--l--I� iiiiiii-ollig,loill, 11111111111111 91- -__- - . - .ww__0",w,q9,1M5,7wwffw­­­_ 1"', ...11.__,1._11 FIXED. =3 qq" -PAINTED BRICK VENEER SILL(TYP.) PRE-PAINTED VINYL LOUVERED SYSTEM INSIDE ONS CEDAR 12x1 2 SO.OOL JIMN(rYP.OF 4) w ILI 4 X 4 CHANIFERED SILL PAINTED BRICK VENEER SILL (n (30 CD cl z� (TYP-) PAINTED-TEXTURED-OR-TUMBLED BRICK COLOR:SM.SEA PEARL#OC I 9 LOUVERED SHUTTER FRAME(TYP.). LOUVER SUPPLIEFt SUNBURST SHI ITTERS COLOR:SM.SEA STAR#2123-30 ATED SYNTHETIC LUMBER OR FINISH WMBE PAINTED-TEXTURED-OR-TUMBLED BRICK COLOR:SM.SEA PEARL SOC 19 -LOUVERED SHUTTER PAINTED-TEXTURED-OR-TUMBLED 814CK 0OW04 -0) I:t-- (0 LO COLOR:BM.SEA PEARL#OC 19 COLOR:SM.SEA STAR#2123-30 COLOR:BM.qF I RTI -- Q COLD'R:SM.SEA STAR#2123-30 _�@ COLOR:SM.SEA PEARL 00C 19 COLOR:SM.SEA STAR#2123-30 -SM.SEA PEARL NOC 19 . 4) " = N CN w IIj __0 PAINTED-TEXTURED-OR-TUMBLED B 3CK PAINTED-TEXTURED-OR-TUMBLEJD BRICK&- z z _�@ PAINTED-TEXTURED-OR-TUMBLED BF JCK .1 .- 2 c) Cn co COLOR:SM.SEA PEARL*OC I 9 COLOR:BM.SEA PEARL#OC 10 C-C 51 B-S COLOR:SM.SEA PEAK#=IQ REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) . . .- M .4 1 20 L)6 A3.10 I 0 I .. I C-) .4 0 1 i i 1, 1, I , 6 0) I -...I...11 .1� 0 (711 0 .. ca M a) --� M ON (F F-77 0_0 i ri AIN CLUB HOUSE — EAST ELEVATI RONT VIE (D REVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE & 01- ,, � LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO I �. 8 - E .. .. I . U M 0 ! Scale: 1/8" = V-0" --A w 4-= L_ I Q 5 'a � -�10 W-10"HEADER HT. REVISED DOOR SCHEDULE. I CL a) I C-C C1 B-13 131 P4 w = "_ (0 C14 0 � &. I A3.20 A4.50 ,t-- 04 A3.I 0 A4.30 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE q;r W LU G) 0 C14 z z ABOVE KITCHEN(1 I 1). ADDED 3-3050 SHUTTERS TO NORTH 4!� 0 0 i - DECORATIVE FINIAL BY EJM COPPER INC. I SEMCO STANDING SEAM METAL r*4 N FASCADE. I - (MANUFACTURER TO PROVIDE SHOP DRAWINGS) ROOF(TYP.) w w COLOR:GALVA LUME"PLUS" z z zi zi I - - - - I - : - : _= - - - = - == __j6r-r­ T4iAC r _r - ENMY - - - I - : == — : = — =__ = : -.= I .= := — — I = Ulu 1QWERRZAK4JL___ = - - - - - 0 REVISED DOORS T4(MEN'S TENNIS R.R.- 152)&T3(WOMEN'S PLUMB-CUT 3X6 S.Y.P.RAFTER 3 I I 33--1 1-(EL.43.31 I)V : if! - TENNIS RESTROOM- 153)TO SHOW HALF GLASS DOORS. I i if 12 I 1I 12 � � . ; ii I. � i I 2 2 I TAILS ATTACHED TO IVANUF.ROOF TRUSSES/FRAMING Q24' . . -- I i __ I __�_� REVISED DOOR SCHEDULE. - - - - - - - - - - - - 5[ I - - - - - - - - - . 4 if 1: I 11 I is I 1; I I 1, I '- ) COLOR:BM. ICE MIST #2123-70 s M,TOWER ; I 11 if ; i I . 1: - 1; i I Is I I I I. 1; ; : . gs ;; I: I; I I, 11 I I . is : i . i I: I, :; ;: 1: : :11 ; : Is � � . . � . - i I I; ;: if 4 ; : I 11 . I ;: � I ;: I: � . :; H H 1; I; ; G RIDGE P.T.6X6 BRACKET W/6X6 VERTICAL MEMBER I 4 i 1; I; . I I; C : . II :: .... . : I: I : si if : I - I : ; I I! 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I Is - I ,I ,I 1; if : i 1 4 29'- -(EL.38.50 : : - _ __ : / DORME I (%DQRMEI t G VC RMEF : I 9 .0 1-8 : 11� L L : � I I ,q;,,::: : / REVISED BEVERAGES(1 19A)&EQUIPMENT IN KITCHEN(1 1 1). I I N : - G :)RME R @ : _C1 1EM 0 S1 ANDII G SE AA MI TAL F OOF TYP.) C I I : I I I - IN I -______1 -____ -- � I - ------- ; I i I ! i : CO-OR: 3ALV ,LUIV :-""PLI SIN(S :-E AT'ACH :D CH : - f 5 N LILTANT I : ;; : i I I i I : 1\ I : I I ' I i F I : ___ ! l ! : . : 11 I I I 0/ERH,III I E ANC ; i i REVISED EQUIPMENT IN BAR(120). : I I I I : I . I ; f i I I f ; I z ; 1 S s I : I : 11 � I le7l I 11 Il I 11 I %,. I! in" I i ! s — — I I I I — — — — — __ — — I— __ . I — __ — , � I : : s I i d I I 11 : i I U I I Lj .. R: ,M.1C ST #! I i i 5 i 5 I I ; ; I I ; ; . : \ : I iD)RMER -OR: 123-j i I I I . I I - 11 . 11 I I I I I I 11 11 11 11 I I 11 - - - - - I _. - - __ - - - — - _. - 1 I . - — __ - I - - - - 01 - - . -_ - - - ! i _. - : I . . - 1 I I � " REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& MCVEIGH & MANGUM � I ��_ _41`____ 1 ___: i : ... I ; GAE _E LC JVER FRAN r- I \ I.T. ,I.- (a , , ,=. ,= ... ,= ,= ,= ,= I-—......---­­­ .____________, __.......--.."-�.�,.�,.---",""----"I - I ..,-.11-11...11-11...... ...­-­! -T �=-= I i .. - ___�: i,------,-­­-, . i- � : i : . I if . I I � is I 12 i CC 1) �c 1) --, - I . , . r I ; , , i F­_,�_­.___---­4,>- -7'y-r4;'-�-.-,7-ii7T"�--,���-,�'---.I 7 ,�,-r7,-,.-,i�,-,,,-,..--,,-i,'-;�l,�-7-�--,�'T�-i-'-,-i—�,- i I ! i - : CC LOR BM. � EA S"AR# 2123-30 S /I ." : li i I ; I i I I I �r 1; I - : I i i ' : _*'_� i H H H H , , I , Lw ![ !: . ENGINEERING, INC. "� : r4 11' I i i if ii I - , - : I r 41 ; I , , : ',I A2 I i I : / ,I t__1111_1....f-4- .�-.l...._ ..f_y­i-,1 ,�.,.".".i,�,-.--L4;-."i-,.,,.-I ii-J". J�__1_1­11 �,_­;, s :: : ; 1 5 0 - ­ jj__ _1111.1 4-11-1-�i I !­ I : �1 I -1h., I- I 4 ;, I...I" I ; ­ ; i i I! i f : .-I------ \ I I i Ii ii 1 11 !I ! ! 11 !I ! ! H ii ' ' ,, I, i I 31 �71 � i 1 �­; Lj ;; - I I I 1 11 1 1 11 il i ii ; I I 11 . 1-1......11-i "Of-11 - , ; 17; __ - 1-1--_ I_- i--i-14 ;_U_I _,_� -.1 I I i ,��2� ; � :",_U__�i __Ll,__��!�� jujil'-1, -li-il ; . 5 -I-[- if , -' s; i� . 1: i : _­­�_­­Ij ---.___7= I ; 1 74-4-i- l : : � ; I: I I iii � I 1 ; i I � i . 1; ;s : ; 1! . ii ii , i I - \ �� . 4 i! !'? i ii i I � 11 I I if ff is if j t �i j , 1 1 11 11 1 1 ll H ii H I ii i 50 .111. 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" 0 "i� _ , K/ V M�9',M` W�0`_,31:1 " I V . �,__ ,_� 7 ,;_,� : ,�,N - w .1 ­ - - . � 3 4 X 4 CHAMFERED SILL —PAINTED BRICK VENEER SILL(TYP.) .­_�� %�, I I-,,- 0 LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER :8) PAINTED-TEXTURED-OR-TUMBLED BRICK COLOR: BM. SEA PEARL#OC 19 -LOUVERED SHUTTER 8 PAINTED-TEXTURED-OR-TUMBLED BRICK ."I I ;1 __� I ' 1�,e I�:�'_� ' :`�` � "" 0 � "�, ', I , - = COLOR:BM. SEA STAR#2123-30 COLOR:BM. SEA PEARL#OC 19 0 : - OL :BM. SEA PEAR 1 1"�, I .a�,,l - 41 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1 990. The copyright protections apply to the t�,,�,'. -'_�, , , , - -, Qn -- "" ��­......I�I�, I". _—I, "' I I L n' M -e-11-A�I, _111 ;WMBER l��",,'�'.',�,�, I , _ 5� ­ ... _ I , I 5 �. I �, ___ =:-Wtt 1 ,5\E � - - [DC I ......:-L­:-:� **--,-=, - - I 1:=::I=- _ ,I-- 7 I.I I I I !I i I- I f-0"l "' I _0- 1114 + I. A I-A. I..------- - _�,__ . Is 9_ ____ YII,A I __ ___ - -, - - F!, - I __)l M ,, ,,, 3��, overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design, Unauthorized use of B-B rl.2 AIN CLUB HOUSE — EAST E .EVATION (FRONT VIEW) __(�) PAINTED-TEXTURED-OR-TUMBLED BRICK 0 0 M M A201 0 7, jl�_',�,_ *" COLOR:BM. SEA PEARL#OC 19 �I, � I _� , d, 0 . - k., these materials can result in substantial criminal and civil liobil4. � %,�� W Scale: 1/4"= V-0" ;� ,N\�'0 � -�10 ; ! i � I - — .- I A5 REVISION #5 - REVISED SECOND FLOOR 0 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). 0 REVISED BEVERAGES(1 19A)&EQUIPMENT IN KITCHEN (1 1 1). PLAN (AS PER RPC FLOOR & ELECTRICAL CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. (3 REVISED EQUIPMENT IN BAR(120). WINGS - . PLANS) 0 REVISED DOOR CH8 TO SHOW 2 OPERABLE"FRENCH DOORS'W/1 NOM - -- i --- AM AM DISCMANCM FIXED. REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& TO CO-- ION. = NO= AS OF: JUNE 511 2014 S , - BEVERAGES WINDOW(005)BY I'-2"(VERTICAL DIMENSION) 0 REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS 0 REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) 6 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). 1 - 0 REVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. AREVISION #5.1 - CORRECTIONS (AS PER LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO . RPC FLOOR & ELECTRICAL PLANS) 9'-On HEADER HT. REVISED DOOR SCHEDULE. (3 REVISED DINING HALL(1 19)CLERESTORY/DORMERS TO SHOW WOOD SURROUND. REMOVED ALL SECONDARY BEAMS , AS OF: JUNE 18, 2014 0 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE REMOVED. REMOVED ALL DINING LOGGIA(1 16)BEAMS&WOOD w ABOVE KITCHEN(1 1 1). ADDED 3-3050 SHUTTERS TO NORTH CEILING FINISH. REPLACED W/GYP. BD. I 4� CD *� .. I qqr a) rD1-" rD2'-'D2 rfi��A-A rDI-D k ,&,%D 1� CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). FASCADE. REVISED LIFE SAFETY PLAN . 04 CN LO A3.30 A3.30 A3.20 A3.1 0 0 C14 1 \Z REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS(127) 8 Cf) ce) r REVISED DOORS T4(MEN'S TENNIS R.R.- 152)&T3(WOMEN'S cc -0 C) M W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, 0 �:) .r in -0 TENNIS RESTROOM- 153)TO SHOW HALF GLASS DOORS. 8 REVISED GABLE END ROOF AT RECEPTION(1 50)TO SHORTER 0 00 = 0 . EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON I 1. E FL 0) O U.) REVISED DOOR SCHEDULE. OVERHANG. . ..4 0i 04 E: 00 C:) 0) WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(1 29)AND SHOE = cv) 6 cl� .- > .4 r .0 0 I - SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE r 0 C�l = Cf) � U) a) w 'i I :3 I 0 a �w) _1e 0 � 1 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. 1 M � � OFFICE(201). REVISED WINDOW SCHEDULE. W/PETE RODRIGUES 0 =3 0) ! = : M= — : — — — — — — - ___ � — — : = — = — = — — — — = = — = — — = — — — I I � M i� < " : _REVTSED DOOK&WIND'OW-SCHLIJULLS-7 f ..." r-w1% w �� ...11 �' �� LL j-; Co 12 12 ,—GABLE LOUVER FRAME BUILDING RESTRICTION HEIGHT I % I Ir- U) U_ - - - - 51 --- - - __�01:-1, - _- - - - - - - - - - - - - - - - - - - - - - - - I . 0 1 `�� COULOR:BM. SEA UTAV#2123-30 351-011 % 04 � ..... 11 4) Ld _t I 4- C:) LO NOTE: SEE SHEET A2.10 FOR ...... 1: I I E-4 . 00 - ,q I :t��_�� TRIM MAIN CLUB HOUSE- ADDITIONAL MATERIAL INFORMATION I—...... 5 Nt ,q cr) � I - .... . TOP OF RIDGE J4 U) 00 CD ___ - COLOR:BM. ICE MIST #2123-70 1 OMMM4 -0) :t-- (6 i - - - - _�,� - - I - _­ - - . - - - - le____ . - - - - - - - I - - 30'.4 314"�F_L.-39.79')5� - - - - - - - - - I CD C-� = N ; ­....­ � ---- . .- Cn 4 , I =1?;:Tls1sl;ss%;sI () .4 0 � -",__�� I I I. . . . 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R ADD-L. \ Q� 05/22/14 C° 2 SEE TRUSS DW .FOR ADD-L. INFO.)W/SPRAY FOAM RPC PLAN REVISIONS w ( INFO.)W/SPRAY FOAM INSULATION(R 1 @ 5.5") )BUILDING RESTRICTIO HEIGHT 1 CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). Q - �I 11 AIION(R_ @-5•5"\SPRAYEDON- - - - - I - - SPRAYED ANU - - - - - - - 35'-0" - , � � REVISION 06/18/14 2 MANUFACTURED ROOF TRUSSES. 5.5"APPLICATION 11 �- REPLACED WESTERN-MOST WINDOW OF MENS LOCKERS(127) /5�f.7� RPC PLAN REVISIONS APPLICATION'SEALECTION 500'W/'BIAZE LOK'-T.B. MAIN CLU HOUSE- W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, O 'SEALECTION 500'W/'BLAZE LOK'-T.B.(SEE PRODUCT (SEE PRODUCT BULLETIN,TYP.W/TRUSSES) BULLETIN,TYP. 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REMOVED COMMON Q - - - - - - - O C3 O O z ; I WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE D I : ( SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM H- i" l ARCHITECTS SEAL v ,I I 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. z I '€ REVISED DOOR&WINDOW SCHEDULES. I 1 o 1 I I U € II III i - - - - _ - - - - - - - - I - - - - O2 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). IIIA I -� i 3 - ------_ t i ---....4. _._....___ € ' -..-� ---- ! -...-- 1111 E } �- , ; CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. - _, - , . _ :-- . } } : .111...1._._._.. ---1 ...... :1111_»1111.. 1111.-...._.___.._......... t..........................._._-_......_..._._< . : ;.................._.__1111-.____.._._.__ ' _ I w w { i , , : ; } .11.11._-1..111...........? € _. 1111.. % q, ....-. "..._-..... i . _111.1.,. ..._..,......._.....1...1.. { ............._.._ r E E ; , r .. :. 4 �' Z z w ij 3 !f I O O 1 i `. 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FASCADE. 1 - € 12'-10 1/4"( L.22.25'} SCALE } , i I N _ 1 11 x 1" w PAINTED GYP. ! 1 /\/\/\/ O�.•�H. I O REVISED DOORS T4(MEN'S TENNIS R.R.-152)&T3(WOMEN'S AS SHOWN - -B - - - - - - - - - - - - - - TENNIS RESTROOM-153)TO SHOW HALF GLASS DOORS. DRAWN BY LU BRACKET :BRACKET BRACK M `' � E REVISED DOOR SCHEDULE -i , i >- :.. 1. SMZ ____.____..____- -..__----_--_ ; 1111_.__-1111_-1111.,-_-_ DOORS_--___-----____.._. , ____________________ _DC�U�U 1111 1111_ _ ________ 1111_____ C__z �J ---' -1111___ _________.__ ; 1 1111...»._._.__.._........... _._._..._........... I 1111»11.11_.».»...»._....._..... ._.__.................._._.-.__._.__._....__..»_......_...»...._._i I ;.._._._......»__..._........__._....._..................»....._..._......._._......_._._._.._._.__.__.____._....._.__......: -1111-.__......_..............».» ......................... ........___......._......._.........___.._._...._.__.. 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PROJECT PHASE °z 1 DIINING PATI I I 1 DIININ PATI DIINING PATI 3 I DIINING ATIO ; DI NG HAL IHANDI i E LL 114A f i z I : E J I PERMIT SET E I i RESTROO l j i € I € € i LL ; LJ ! o € i / \ / '� E I 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& ; Z O PROJECT NUMBER l / III I ! / \\ // w I BEVERAGES WINDOW(005)BY 1'-2"(VERTICAL DIMENSION) 18-11- 3 w 090 --^ 90 0 --^- _ 90 0 -___ i 6 / - 3080 I I Cn CASE OPENING I i v CASED OPENING ASED OPENING ! i= - -- I CASED OPENIN I I 3080 OP LE FIX MI41N CLUB HOUSE-1 S FIN.FLR. - - - .- % i 1- .. ter-- .. . .. . t: . 1 " 12 •1111: ....•. .. . _ 1.111 �. . . .• . .. ... •11:11... .. -.•.. .;• .. '• ...•.. ... .:, .••..... ..: : •'••'.•�. '� : '•-y ��.. :'�'�:.'� TIO(006). • •, : 1111 •1111,•..�:..'..• •. �. :. 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S REVISED GABLE END ROOF AT RECEPTION (150)TO SHORTER U OVERHANG. - MAIN CLUB HOUSE � rAA MAIN CLUB HO USE B U I L D I N S E CTI O N A A LOO KI N G W EST 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE 0 BUILDING SF_CTION � ^3•�o Scale: 1/4 - 1 0 W/PETE RODRIGUES I j ',° ,� A-A ��_ ."�,, . w 34 �,,�' (L 1O ' ,k U � I,, I � ;�, These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the 1 ``';, ;�,% �,_�,,, 424 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design, Unauthorized use of 0 0 M M g . .. pa g ■ A3 , v ,. these moterials can result in substantial criminal and civil liability. A ;�. I 0 REVISION #5 - REVISED SECOND FLOOR o REVISED BEVERAGES(119A)&EQUIPMENT IN KITCHEN 111 5 � ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). ( ). PLAN (AS PER RPC FLOOR & ELECTRICAL CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. PLANS) I S REVISED EQUIPMENT IN BAR(120). DO NOT MEASURE DRAPINGS Q 3 REVISED DOOR CHS TO SHOW 2 OPERABLE'FRENCH DOORS'W/1 NOTIIrY QCT OF � AM AMnANC�s AS OF: JUNE 5, 2014 a FIXED. REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& PEOR TO CONw,rmuCTI�N. = GENERAL NOTES BEVERAGES WINDOW(005)BY 1'-2"(VERTICAL DIMENSION) O REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS O REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) o12 ADDED AWNING/COVER&COLUMNS TO DINING PATIO 006 . O OREVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. AREVISION #5.1 - CORRECTIONS (AS PER LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO RPC FLOOR & ELECTRICAL PLANS) 9'-0"HEADER HT. REVISED DOOR SCHEDULE. 13 REVISED DINING HALL(119)CLERESTORY/DORMERS TO SHOW AS OF: JUNE 18, 2014 WOOD SURROUND. REMOVED ALL SECONDARY BEAMS !�., O REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE REMOVED. REMOVED ALL DINING LOGGIA(1 16)BEAMS&WOOD W PRE-ENGINEERED SCISSOR TRUSSES W/5:12 TOP ABOVE KITCHEN(111). ADDED 3-3050 SHUTTERS TO NORTH CEILING FINISH. REPLACED W/GYP. BD. v co OCHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). CHORD PITCH&3:12 BOTTOM CHORD PITCH(SEE TRUSS RIDGE FASCADE. U V rn REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS 127 DWGS.FOR ADD'L. INFO.)W/SPRAY FOAM INSULATION z 04 N BUILDING RESTRICTION LINE ( ) (R-21 @ 5.5")SPRAYED ON MANUFACTURED ROOF DECORATIVE FINIAL BY EJM COPPER INC. 14 REVISED LIFE SAFETY PLAN O cn M w (MANUFACTURER TO PROVIDE SHOP DRAWINGS) 35-0 W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, TRUSSES. 5.5"APPLICATION'SEALECTION 500'W/'BLAZE 7 REVISED DOORS T4(MEN'S TENNIS R.R.- 152)&T3(WOMEN'S W :o �C) M = = ENTRY TOWER P - - GeSIERN_ �neT GncITInI9=W1 r•��AANL9 n� MOVED r WQN -LOK-T.B.(SEE PRODUCT BULLETIN,TYP.W/TRUSSES) TENNIS RESTROOM-153)TO SHOW HALF GLASS DOORS. A A 15 REVISED GABLE END ROOF AT RECEPTION(150)TO SHORTER 2 00 � c� LO 33'-11"(EL.43.31') 2 - - - � - - , If WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE 12 12 REVISED DOOR SCHEDULE. A310 OVERHANG. m / C) rn - - - - - AREArtI29A'�i2FMOVE 2*. RENA1b1EB-RO0bi1 - - - - - - - - - - - - - - - - - - - - / - - -C 0 ai cel ,5 I > C o 1 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. C O ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S RIDGE 1fi REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE _ + U Y rn o ATTI SPACE REVISED DOOR&WINDOW SCHEDULES. A4.96 OFFICE(201). REVISED WINDOW SCHEDULE. 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ADDED 2x12 WALL TO WESTERN SIDE OF SPACE. DEPICTED RETRACTABLE OPENING. RIDGE RIDGE I RIDGE OCHANGE CONFIGURATION OF BEAMS IN TOWER AS PER MEETING C C C1 C C C1 W/CLIFF DUCH 8�PETE RODRIGUES. SHOWED LOCATION OF C C C1 A 20 A4.50 PRE-ENGINEERED SCISSO TRUSSES W/5:12 TOP A 20 A4.50 PRE-ENGINEERED SCISSOR TRUSSES W/5:12 TOP co ATTIC ACCESS PANEL IN FOYER/TOWER(100)FOR ACCESS TO A 20 A4.50 A 0 DECORATIVE FINIAL BY EJM COPPER INC. CHORD PITCH&3:12 BOTTOM CH DRD PITCH(SEE TRUSS CHORD PITCH&3:12 BOTTOM CHORD PITCH(SEE TRUSS DECORATIVE FINIAL BY EJM COPPER INC. N o DECORATIVE FINIAL BY EJM COPPER INC. HVAC EQUIPMENT ABOVECN DWGS.FOR ADD'L. INFO.)W/SPRAY FOAM INSULATION (ABOVE). DWGS.FOR ADD'L. 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V�YSPRAY FOAM CIO : : : : � > ; : ; I I . ; � i 't � � \ : : ; : � / rl � : : : I : ; : ; � � I � ; : � 5 .: � 0 : : : 1, : : � 11) SP : : 0 i 5 ,� 5 � W4 1 i .; *Y : : : I 1, ; : . a) ; � INSULATION (R-21 @ 5.5 RA' ON ; i ; i ,,/ : : : I i ' :3 1 � I I'll I : : � � i : : : : ; i CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). U _11ii 0 i i ; ; ; : i ; 0) 5 � ; ; __ - \ � ; � . : : : - - ; i � : .: ' TRUSSES. 5.5" PLICATION ca CD : ! ; ; ; ; : i :: 0 : I : : : � MA FACTUREDROC - 0 '' :, : : I I : : : I I ; 11 I *,.,... x � 5 : I : ; : i � REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS(127) 1 I... ; i i : \ I i f ; i -1 I ; ; ; < i ; : �lllii i : i : : �: M : � : I 1� ; ; : 5 � \ I I ISE CTION500' W/ 'B_AZELOK'-T.B. (%3 EPRODUCT : I � : U_ -0l Co � ; \ 5 ; i i .: . i : Illi U) U_ i ; : 1�1 I : W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, 44 . : \ . ; i ; i ; : ; i : � t I." : � i : ; 5 i 5 a : . I ; ; / � ! i 5 1 BU LLETI N, "rYP. W/ TRUSSE�%) i i ; I . ! : 1, i I ; I �1 � 5 C%j : : 5 i : ; EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON I � i i : ; 5 ; F..4 -1 : : : ! .: . :� co Ld : ; / \ I : I : 'A�' : : 1, : : C) 0 : : I : .: y-I IYA Z_ : ; ; ; i : . � I I i ­*� �" = "It ; \ j ; 5 WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE : ; : F � .. . 'Ci "it I ; : ; " 1 5 ; ; : I., ; I I a) In ; : : ; i � F rn co i : \ i � : � : I : : ; i 1 � � 0001i -0) _111i co ; : ! : " : : i ! : SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM '5 111:14 ; ; ! ! � : : I, � i I ; ! ; : : � ; I -2 (Ni ; ; I : � 1 I I ; N ; ; , i : i i :i IIIII : : : ; ! r 11 20 CO Cq � ; 11 , : ; i l; . I : . I :I 1 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. i \ ; i ;; ; I '! I Iq : .. I ; i I I � I LOUVERED GABLE ;: I : I : i I 1: 0 ,4- 0 : " ; i 1: I : / I ; f l - - — - - - . - - I - - - - - - :; REVISED DOOR&WINDOW SCHEDULES. .e 0 0) ! - - i .1 I I 6 : — - i - - - - - I - - - - - - i ; 1: z ; "' ; i ; V 0) 0 . \ ; : - : : ; i 1 , ; i : M ; ; I : 11 ; i I M 4i 5 I : : � . (L I �: ; \ i ARCHITECTURAL CEDAR SHINGLE 5 s ,` E .S2 � I ; � 1. � � - 1 i I 4) - � : � I : : I . .: ?_1 : : ADDED DOOR CH 1 5A TO CHASE IN RESTROOM FOYER(1 39). ; \1 I : U : 11 1, : . ; I" � RESAWN & REBUTTED W/ FACTORY FINISH I 0 i : 1i I i ; \ : I -0 : � ; . ii I'\ 1. ; ii I CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. (D 0 0 � 1, : ; � - i ; ; 1, ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT i 0 = i : i : i I i id � % i : _&l i / I L L I \ i � ; I- M i / 1.1 - - I -i I � . 11110IM111ii, ! 5 ! i 1 P4 SEE ELEVATIONS FOR COURSING PATTERN ; I : i . � () ; 11 i ;j , � � I - I 11 11 ii 1111 11 I ill 11 11 U 11 ill I -el I U I - I I I I I-1 ; ,I') � 11 : ; "i %� C,4 . i I 04 I i )l \ i : : I REVISED DOOR CH8 TO SHOW 2 OPERABLE"FRENCH DOORS'W/1 Iq I ; ; �, 00 I - _J� � ; � 0 (4MO; c1l 1 , , � _j_ \ COLOR : BM. SILVER MARLIN # 2139-50 ; : ; 1 , , , : ; � � M I � : L11 I U I I :: . \1 � ; f � FIXED. .<� 11. � : i i I I : ; I ; ! i i i i I \ i I � I . -A illl-� I I ) I ! � I � ., I I — — —_U_ J_ —I— -I- \ 2x4 FURRING ; ! $ k"', ; � i ! i - 11 i . " : y , : I 1, �, I i � I V I i , ; . i - f.1 � : I REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) 1 1 . . i N I I \ I - 1'� � ", I i� I I I I I 1 1 1 ' I , I I 0 i I I \ i . . I I1: 11 � : I - i I, " ; ii I � ; 111 . " REVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE : i !, I � i $ 1 i .- � : i- *CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH i 1: I� ____ , I G) I � ; \ SHEATHING ASSEMBLY & WATERPROOF MEASURES (: )��� : I ' I ___ ___ — — ; I I - _LL1JL_ JL_ I-- , i .: i � : . , i ; LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO . i . I ii ; / i ! j : (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) ; ; : ) __1 i I : Hf i i - - - - - - - :: - — — — — — — - — i i !� i� �__LE - - I __L L i i I! i 0 : : i I . 9'-O"HEADER HT. REVISED DOOR SCHEDULE. i i : I *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE i I! I � i . i I ii � : \ i 1 ; I 4� , ; : 5 ; : i w: � : : ; i :1 1 : ; I I � . i i :: I ,I . I S 19 ;: l ; % ; FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM ) OVER 5/8 1 I : 0 : . : i I 5: ii : � i ;; i � � � i I 1 : : i � � I; I i ! � , ---L— — - H � i . . - ]it * � i ; i L _LL 1-i - i— __ J_L J_ - I�i : � i , I ; 1; l : ; i ! - I - ! ! : ; REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE - � ! �i ; 9 i - 0 / STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES i , F i i ': i i I I 11 I I 11 I I i , �: i : ; I � I ! i 1 : � F I : � : I ; : � � F i :� : . I i ABOVE KITCHEN(1 1 1). ADDED 3-3050 SHUTTERS TO NORTH I I /A " / I I I I I I i ! i l� ; ; i I i F � I I �� : ; i : . : i ; i iL 11 11 I __U [1 I 111111 111111 ill [ - 11 11 11 H H I 1111 11 1111 11 k 11 � ! i : - -----LU - 11 5 � : I 11 11 I Ill 11 Ill il IT ii 11 L I I 11 11 11 I 1 - 11 II I I 11 11 11 - i � : . ! _�� I I i i _L� I - 5 , i : i i ­ i i i I // I i if : I I � I ; i � I : i i i i ; � i'l . I i ; � i i ; :� ! � � . i , I i ; ; ; I I 1 ; !; ! i i I i ; I r !� ; I I I ; : I f . ; I ; i I REVISED DOORS T4(MEN'S TENNIS R.R.- 152)&T3(WOMEN'S I I ; 9! � 5 1 1 i - - - - � 1 i ; 5 : . i i I — — — — — — — - - L - ; �I i - - - —i-i — — — - f . � i 0 I I i f i! i 5 ! � ; ; i� ! i F i : : I ! i � j i ; : . i � I TENNIS RESTROOM- 153)TO SHOW HALF GLASS DOORS. � ; j i j! !� : . i STRUCTURAL 1 1 j i ;I I 1 � i F ! I I ; � ! . i: : : ; i ;1 ; : � /I i : i � EVISED DOOR SCHEDULE. I �; . i R i- - i ; �I i : i 5 . . - - - i z I I � I:, I L_ 1-i J_-— - ---.-.-...--- -- _L _____ — — � I— i : : � i i i MCVEIGH & MANGUM i : � i i � I I I : i k I i I i - .. , 1: - - i � ��i� ..... I __ ENGINEERING, INC. - i I SEMCO STANDING SEAM METAL ROOF 1 i I / % :: GENERAL MANAGER'S ADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S 9133 RG SKINNER PARKWAY i ; I— : .; i �, _1� — __L —I— — — — # i i ; 0 - __L i , .; I / - L_ 1-i J_i - L_ Li - (COLOR: GALVA LUME PLUS) OVER GRACE WATER & ; i : : ': i I : 1i OFFICE(201). REVISED WINDOW SCHEDULE. J K NVILLE, FL 32256 IF i .1 I OFFICE / i :.i 5 a I I :� I i :: � ICE SHIELD. MTL FLASHING AT DRIP EDGE I :; i / / PH: 904.483.5200 :� :: � i� I :� I ;: iiiiiiiiiiiii! 11 / � .� � / - — — __j_ — — - -_ :1 i 201 j I - L a :: i I ill :: REVISED BEVERAGES(1 19A)&EQUIPMENT IN KITCHEN (1 1 1). MP&FP i :: ; / / ;� 5 :; - i " i I 0 ! 5/8" STRUCTURAL PLYWOOD 2 � / / i ; I I I I 11 T I I 11 I � I I 11 I I I I I I I I I � I � � I I I 11 � I I I I I � � i 11 I / / MCVEIGH & MANGUM � ! ; ; r ! I ; i i : ; ; : ; : ; : i il i � ; 1 : : : i I ; ! 5 ; . �- : ; (SEE STRUCTURAL DRAWINGS) � : i : i I � � i ; : ; ! I � ; i- � I . 5 :1 : . . . : . : : . ; ; . 1 : I : � I . I i I � I � � i: /I . . / . / . REVISED EQUIPMENT]N BAR(120). . i : ; . � - i � I I . I I - � - I . . - . . . i :� . . I ENGINEERING, INC. . . 5 : i ; ! ; . 4 IS � � : ! ; i ; � ; 5 : � ; � ; . : ; i : I I : ; � i ; i �: /I I � . . ; i ; : I . 5 : I ;: : ! I i i ; I l : : F � . i i i " : i ; i : i : i ; � : : i; : i � 5 : � / I 1 5 . . : j ; i i : : : i / ; i i : ; i � � ; ", I � � : : ; , I ; I : ; ; % : I i i � . : : f : ; i ; . : i ; i 5 i i � 9133 RG SKINNER PARKWAY : : : : � : i . : ; ! 5 ; I ; i ; , , ; 1 ; ; i I 1 5 � : 1 � : : / : ! i ; : I : i i : ; , : i J : I : ; T ; ; . : � / Uj � � : ; : ; ! ; � : i ; : I : � I i ; i i : ! 5 : : : ; , � I � . : A2.20 i i JACKSONVILLE, FL 32256 ; � : : ; : I ! ; � : : � � I 1 ; : f F i r i : : : 1 1 1 : / w ; I : I ; ; i 5 ; : i : : � ! I : i 1 ; : . I ; I � : I ; i ; : I : i ; i : ! : : : � : i ; � ; D : � . (a REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& � . r i ; I ; r : / ; : ; i : ; � : � ; � � i i ! ; $ � : I : Ill- I � ; i i : : , / PH: 904.483.5200 ; t � : i : I ; ; � ; : � � � ; i ! ; � � ; i : I ; i � ; � I / : : f i : 5 . : . : 0 1 I : ! i ! � : ! i : : ; I � . NOTE: REFER TO WALL SECTIONS Bl/A4.30 BEVERAGES WINDOW(005)BY V-2-(VERTICAL DIMENSION) : I: 4 1 i : : � I : : / w : � : ! I ; ! ; ; : i 5 1 ; : i I i : ; : . : : i ; I : : i ; i : ; : f I ; j ; ; : � ; I ; � : : ; : � : � : i 1 ; I : � i ; i . ! ; � Ill- . : : : I ; : . : ; , ; i : /11 / / ELECTRICAL : : : : : i � : � ; i 5 � ; ; � : : : i : : & B2/A4.40 FOR ADDITIONAL INFORMATION ; : : : i : ; : , ; = i : i � i i : i : : i : i � i ; / / / I i ; : ; i I : i : .: : : ; � 5 ; ; i : 0 A f i : I : : : I � i � i 1 : : : I ; � i : : . . � � : ; ; I I : I i : ; i : 7 ! 5 : / I : ; I 5 � ; � � : i ; Of i f i : ! i � : � : [ N BUILDING MATERIALS / ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). 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ENGINEERING, INC. 9133 RG SKINNER PARKWAY Y ROOF SCUTTLE-- Z COLOR : BM. SEA STAR # 2123-30 JACKSONVILLE, FL 32256 Z (I PH: 904.483.5200 O 0 I) LANDSCAPE ARCHITECT U o -- — — — — — — — SEE STRUCT. FOR ADD L. INFO. EUTHENICS STUDIO 1650 BEACH AVENUE Z — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — ATLANTIC BEACH, FL 32233 U I I PH: 904.246.6219 Z 3: MAIN CLUB HOUSE-TOP OF PLATE REVISION DATE it x LOUNGE/GABLES/KITCHEN/R.R. Ix PERMIT SET 12/13/13 a I 1 O z 3 CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) W ° I 1 CATALOG #3453 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- 0 1 EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD } 1 I COLOR : BM. ICE MIST #2123-70 � 1 1 1 3 HARDIESOFFIT - NON VENTED SMOOTH 0 I I COLOR : BM. ICE MIST #2123-70 LL I } Z a I 5 BED MOULD PROFILE Z W ° �` — — — — — (S&S CATALOG #400) 1-3116" X 5- 314" — _ — _ _ — �_ AZEK -OR- EQUAL SYNTHETIC PRODUCT 1( u I u (� H I I u I u u 1 l (� u u ARCHITECTS SEAL Z ALTERNATE - WOOD ° HEADER (SEE STRUCT. FOR ADD'L. INFO.) 3 2 X 12 FREIZE BOARD Cn -2x6 TOP PLATE FOR RECESS . . . I SYNTHETIC LUMBER OR FINISH LUMBER 0 ° 5 ARCHITECTURAL CEDAR SHINGLE O RESAWN & REBUTTED W/ FACTORY FINISH 0 W 12 IM. ALTERNATE- "HARDIESHINGLE" STRAIGHT CUT g KITCHEN ° SEE ELEVATIONS FOR COURSING PATTERN 518" GYP. BOARD (TYP.) 21 co COLOR : BM. SILVER MARLIN # 2139-50 111 _ W 3 2 X 6 WINDOW OR DOOR HEAD �) - � 11 ( ) m ° "AZEK" SYNTHETIC PRODUCT -OR- EQUAL y. A6.21 ALTERNATE - WOOD PT KDT 2 PTD o z SEE DEATIAL SHEET A X.00 FOR ADDITIONAL D ° 1/2" GYP. BD. J INFORMATIONCOLOR : BM. ICE MIST #2123-70 CADD DWG. FILE NO. ° BEER 0 _ COOLER FREEZER o ? o w FIXED LOUVERED SHUTTER OVER 518" STRUCTURAL ALL PRODUCTS TO SCALE W c C Q APPLIED ACCORDING TO MFG. GUIDELINES As SHOWN Cn ° 114B 114A w 10 IM. DRAWN BY W A6.21 sMz M Z 3 4 X 4 CHAMFERED SILL — — — — ° O 2-2x6 SILL PLA E FOR RECESS FRAMEWORK — I LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER u ( � LEGAL DESCRIPTION N 2-2x8 OPENING BUCK (TYP.) 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A4.20 Scale: 3/4"= V-0" A4.20 Scale: 3/4" V-0" n. O 9. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection �� ' the arrangement and 'y Act of 1990. The copyright protections apply to the overall form of the structures, g � composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of r: a these materials can result in substantial criminal and civil liability. i f i i - — — — — — — — — ILDING RESTRIC I N HEIGHT — — — — — — — — — — — — — DO NOT MEASURE DRAWINGS NOM HR CT OF ANY AMD ALL V1121MPANMS MOR TO sm NOM IN CLUB HOUSE L P OF RIDGE i '4 3/4" (EL.39.79' 1 I F MING - 5.5" PEN CEL SEALECTI N 500' N o ORME (SEE RODUCT BULLETIN) R- 1 (MIN.) IG ITION M BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: '00 'BLAZE LOK'-T.B. (SEE TECH DATA SHEET, TYP.) _ 00 O LL a? O LO mo mos 5/8" STRUCTURAL PLYWOOD 1 > .4 00 c o ------------------------------------------.__ ____ ____._.__ ._._.___«.«._n {SEE STRUCTURAL DRAWINGS) ° � y M Y � rno :3 1 a .. S CO STANDING SEAM METAL ROOF 2 IA LL (COL R: GALVA UME PLUS) OVER GRACE WATER & 14 12 N �.. ICESHIELD. MTL FLASHING AT DRIP EDGE _•--- " f" � .°' ao o LO A6.21 3 _ •~ M - UO (n c0 1 M I MAII - " V 0 _ £ __... __ TOP OF PLATE DORMERS ---.«.- - �._- mow— — — — — — — — — — — — — — — — a � t� � � `:g*, ==__M.,_r- .- • -.• •.. .-,.r_-_ ---- -------------------' t' 1 t l a Z ROWN M LD PROFILE (S&S CRAFTSMAN INC. 3 r u` ; U .� o - £ - - - O m .... 800 992 OOD} CATALOG #3453 3 / / I I7,77 OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETICco _ � N L) • PRODUCT ALTERNATE - WOOD COLOR : BM. ICE MIST #2123-70 12 N i 2 X WINDOW HEAD 'AZEK' SYNTHETIC 3 12 PRODUCTOR- EQUAL ALTERNATE - WOOD PT / KDT 2 D (SEE DETAIL SHEET A X.00 FOR - - i...___..............................__._.:».»._..._.___..».......»_._..».»_.__ _.«...._...__._._._.......__._.__.__ E ! ADDITIONAL INFORMATION). / - -" - COLOR : BM. ICE MIST #2123-70 DORMER/ CLERESTORY WINDOW I3�3 MINN COLOR : BM. ICE MIST #2123-7030 1 j £ ` £ NDERSE 'A" SERIES DOUBLE HUNG WINDOW 6 13 4. CONSULTANTS W/ ER 4 X 4 CHAMFERED SILL 3 i STRUCTURAL £ LAMINATED N ED SYNTH E -� TIC LUMBER OR FINISH � £ w............._:_............__...___.___..».._._.._._.__....__. ._» _. - v_______._._ - MCVEIGH & MANGUM _._.._...._.;_;____._....__..............-__._..._..............r__._._._..........._._._.__._...._.__._._._._....._.__ ._._._.__._ ___.__:__._.__..._.__"___..........._.___._._._.__._.__._._. LU M B E �RIE-ENGI �ER�E ENGINEERING, INC. COLOR BM. ICE MIST #2123- ORP x'12:12 TOP OID 9133 RG SKINNER PARKWAY {SEE TRUSS DV IG JACKSONVILLE, FL 32256 INSULATION (R�1 PH: 904.483.5200 MANUFACT RED i MP&FP ■ - I/ �, ,/r 'SEALECTI N 500' , MCVEIGH & MANGUM ,�' BULLETIN, P. W ENGINEERING, INC. 9133 RG SKINNER PARKWAY LJ �� ' JACKSONVILLE, FL 32256 SYNTHETIC fr.. � � �,. PH: 904.483.5200 U 1 ELECTRICAL SEMCO STANDING SEAM METAL ROOFof 12 ``�, ''�. MCVEIGH & MANGUM (COLOR: GALVA LUME PL S) OVER GRACE WATER & ENGINEERING, INC. o ICE SHIELD. M L FLASHING AT DRIP EDGE 9133 RG SKINNER PARKWAY Y r, JACKSONVILLE, FL 32256 O - PH: 904.483.5200 5 8" STRUCTURAL PLYWOOD 2 / LANDSCAPE ARCHITECT (SE STRUCTURAL DRAWINGS) z - NEUTHENICS STUDIO w MAIN CLUB HOUSE r '. a 1650 BEACH AVENUE z - — — -- — — — — — — — — — — — — — — _ _ ________________—_________ .-__________—_____________________—_.__.__—__�________-__—_________.____ __ — ___� ___ ATLANTIC BEACH, FL 32233 TOP OF PLATE DINING HALL �/' '•, , ::meq. 14'-0" 23.40' •T:JI A-R £ : COLOR : BM. ICE MIST #2123-70 . - - - - - - - - - - -SPRAY FOAM INSULATION R-21 5.5" - - - - - - — - - - - - - - - -- - - - - - - - - - .6 S.Y. P. ! RAFT R MAIN CLUB HOUSE-TOP OF PLATE — — — — — 1 12 ; 06 L N E/ ABLE /KITCHEN R.R. OU G GABLES C / SPRAYED ON MANUFACTURED ROOF REVISION DATE S 12'-10 1/4"(EL.22.25') I - y Eft T4 111ANUF1111R CF TRIES 1x2 COLOR ' - - - - ET 3 P.T. : BM4 p — — — — _..... PERMITS 12/13/1 5..._ CATJOI�L'SEAL�CtTLO�L ................... 500' LOK' ... _ £« . MIST #2123-70 I AZE ODUCT o _ BULLETIN, TYP. W/ TRUSS f 4x10 DECORATIVE REVISION C £ MIST: #212:3-7 MAIN CLUB HOUSE TOP OF PLATE @ STORAG 110 I PLAN CHANGES 01/31/14 " — — — I NON-STRUCTURAL TRUSS (BEYOND) REVISION — — 12-2 (EL. 1 I I zAL DRIP EDGE 03/25/14 w 1 MAIN CLUB HOUSE-TOP OF PLATE @ OFFICES I I 6x6 DECORATIVE 3-PIECE 2 LIFE SAFETY PLANS 11 114 (EL.20.83) BRACKET (BEYOND) REVISION Z P.T. 2x3 FASCIA (TYP.)COLO - 3 MEETING COMMENTS 04/17/14 - — — — — — — — — ' BM_ ICEMIST #2123-7 ;_ — I— — I — I — — — — — — — — — — — — m ( `` REVISIONS 05/22/14 r 4 1 ff> RPC PLAN REVISIONS O 4 I I REVISION CROWN MOULD PROFILE (S&S CRAFTSMAN INC. 800-992-WOOD) 3 I I f' �� RPC PLAN REVISIONS 06/18/14 ° I ALOG #3453 3/4" X 3-1/2" OVER 1 X 6 FACIA AZEK -OR- EQUAL SYNTHETIC PRODUCT I I I I I E > I Z i - ALTERNATE WOOD IHI EAD £ SY , £ THETI , l aY 2 i 1 F�� ; COLOR . BM. ICE MIST #2123 70 £ r... OV l E A I I Q _ ______ ___-___�_ ___ __- __ _______________ __ __—__ _________ ____________________________.___ ____ ________ B I I WALL LOCATION @ 2x6 WOOD STUD W/ ARCHITECT'S SEAL 0 F �►LJ- = , ` i HARDIESOFFIT - NON VENTED SMOOTH _ _ „ ! _ I COLOR : BM. ICE MIST #2123-70 ( I WALL LO ATIO LOUNGE AREA 106 1/2 GYP. BD. (EACH SIDE) CO i S : L G-,--' Rj T ;I�"I , , ,; ,`, I I STORAG 110 ° ` £ i 3 s £ ' £ £ i s £ £ 3 ?: I I I ..._...«...._.___._..._......__........-_._....___.»-__.__.-_.._......_.--_-_.................._..__._......_.................__._»....._._._.__»_._...___.....__......_.«._._..............................«..___......_........-.............»_.............___-_.__..........__.__ W ; _ BED MOULD PROFILE 3 - - - - - - - - - - - - - - - - - - - - - - - - CATALOG—#400)_1-_3/16!_X_5-_3L� — 2x8 �JP NTNG UCK TYP.1/ - - - - - - - - - — — -- -- -- ------ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i £ AZEK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE WOOD p 2 X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 1 I 3 f J __r--- _ 1 I MULTI PURPOSE — ti--; — — '' I I I OOM Z DINING HALL g / \ a ARCHITECTURAL CEDAR SHINGLE 5 3 ( I a v, / \ E i £ RESAWN & REBUTTED W/ FACTORY FINISH 106 3 � 119 o = _ ALTERNATE- A 2 TERNATE "HARDIESHINGLE" STRAIGHT CUT m SEE ELEVATIONS FOR COURSING PATTERN COLOR : BM. SILVER MARLIN # 2139-50co / \ £ � Z I 2 X 6 WINDOW OR DOOR HEAD 3 I I o — LL -- ( ) j "AZEK" SYNTHETIC PRODUCT -OR- EQUAL 2 CADD DWG. FILE NO. ° ALTERNATE - WOOD PT KDT 2 PTD I I ~ LL I I E s E DETAIL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE MIST #2123-70 I I o w 1 SCALE O € co ` AS SHOWN E I I Q UL Cn E w s I i Uj ANDERSEN "A" SERIES DOUBLE HUNG WINDOW DRAWN BY SMz Y 4 X 4 CHAMFERED SILL ' I I ` ' '` � E "" I 1 , £ LEGAL DESCRIPTION o 3 1 ' ' ( I I 1 \ LAMINATED SYNTHETIC LUMBER OR FINISH LUMBER £ SHEATHING ASSEMBLY & WATERPROOF MEASURES 7 2x8 P NTNG UCK TYP. £ ' f . . ( ) I I € _ *C=EDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH £ � aL I £ ' II ` 3 ITIONAL- HARDIESHINGLE - STRAIGHT EDGE PA!I" ' I �� I PROJECT PHASE O _. _____ - ___ �_ -` -- _-. _____ __ _____ _ __ * „ 4 N . SLA W/ FI BE RMEISH@11.5 Z = - - i -r ; RAINS REEN "HOME SLICKER" BY BENJAMIN OBDYKE 3 - `€. C O S C � I PERMIT SET o ; * ♦ r i I LBS U YD. O CONCRETE OR 6> 6 W1.4xW1.4 W FLUID APPLIED MEMBRANE (EXOAIRE 230 BY > - _ _ E £ I NI1111/l= MI VAPOR BARI4IER N £ PROJECT NUMBER : . N � � £ , VULKEM ) OVER 518 STRUCTURAL PRBPA E D f ' \ `_�_ i l I EIP E I E , ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES I I 2-30 S, 18-1 1- I MAIN CLUB HOUSE 18T FIN.FLR. ( 1 I N — — — — — — I— ' 0'-0"(EL.9.40') 1 p d d ' V a. d d• ' p d d G Q• d 4- 4 'G d Q GQ a Q d 4 d 4 . . . _ £ PAINTED - TEXTURED -OR- TUMBLED BRICK 8 a s a I a J 4 d C 14 1 4 G d d d C NEW CONSTRUCTION d d Uj d 0 $ rPa ' f• ' „°' uy r'' t.` D FILL ATLANTIC BEACH, FLORIDA OR ADD'L. INFO.) Q U ATLANTIC BEACH O Y ZCOUNTRYCLUB Z FINISH LUMBERTM U 1 Ci CTION o WALL S�.s rB1 PARTIAL ELEVATION B 1 WALL SECTION B 1 B'� fa.s I A4.30 Scale: 3/4"= V-0" A4.30 Scale: 3/4"= 11-0" 0 f, U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the30 i 7, 1 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of ' these materials can result in substantial criminal and civil liability. ■ I i i BUILDING RESTRICTIO HEIGHT _ 35'-0" — DO NOT EASURE DRAWINGS KOTII�'Y OF ANY AND ALL DISCIiEPANC>ES PRIOR TO CO CTIOH. SEE GENERAL NOTES 1 i MAIN CLU HOUSE- TOP F RIDGE 30'-4 314" ( L.39.79') j EST )RY (Illlyp. - CELL 'SE LECTION 0' "' o FRAM 5.5 OPtN CEL S CN CN(SEEP ODUCT BULETIN) R-2 (MIN.) IGN ION R E " BARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: 1 �_ -� 'BLAZE LOK'-T.B. (SEE TECH DATA SHEET, TYP.) CO 9 o ILR _o In ai o rn Cn c o 1 5/8 STRUCTURAL PLYWOODo M -_._____ ------_� _._ ________ ______-....______.� o rn w I -" - _ (SEE STRUCT RAL DRA NGS) I U le �- 2 SEMCO STAN ING SEAM ETAL ROC - ` COLOR: GAL A LUME P S OVER RACE WA R & I N 12 14 ( ) ... ry LoL ICE SHIELD. TL FLASHING AT DRIP DGE _ A6.21C0 00 C1 L O U) (9 _. ■ U MAIN CLU OUSE- OP OF PLATE RMERS — — - ...... — O O � c� a 24'-11 314'{ 34.38') __.______._._._._...__».__._.__.__.__ ___...._.____._..____». ___._._....___.__________.___ I L Y...__--- » -=_--------—-------_� n _ 3 CROWN MOU PROFILE S&S CRAF MAN INC. t \\ I I \\ \\ I 800-992-WOO ) CATALO #3453 3/4' 3-1/2 _ -" ' \ � ICN „ \ \ OVER 1 X 6 F IA AZEK R EQUAL NTHETIC 5/8 GYP. BD\(TYP. @ CEILING) � " � I PRODUCT AL RNATE - OOD I ` ° N 12 , COLOR : BM. E MIST # 23-70 E [ , 2 X 6 WINDO HEAD AZ SYNTH IC , 12 3 PRODUCT -0 EQUAL A ERNATE - WOOD PT i 3 j KDT2 PTD (S EDETAIL EET AX. FOR ADDITIONALI FORMATI ). .........._..___._........_._......._._ _._.__ __........_._......._.......__._...._....».....___...»...... � COLOR : BM. E MIST #"123-70 l l \ \ \ Z_ i 3 2x4 TRIM (BE ND) f COLOR : BM. E MIST # 23-70 H ANDERSEN "K SERIES D UBLE HUN WINDOW CONSULTANTS i 3 4 X 4 CHAMF ED SILL STRUCTURAL i LAMINATED SYNTHETIC L MBER OR INISH '- ----------- - MCVEIGH & MANGUM �. i PRE-ENGINEERED SCI OR�RUSSi S (E EYOND �N/ \\ I o d UMBER ENGINEERING, INC. 12:12 TOP CHORD PITC & 9: 2 BOTTOM CF�ORD PITCk--,. ``� \ I '....-. � rl OLOR : BM. E MIST # 23-70 I j 9133 RG SKINNER PARKWAY � \\ \ \ JACKSONVILLE, FL 32256 SEE TRUSS DWGS. F,&R A D L. INFO. W/SPRAY FOAM .. I I J 1 PH: 904.483.5200 " SPRAYED ON \ \ ATI N R 21 5. p I AZ IN � E S ( @ ) -� E . 1 MANUFACTURE RO TRUSSES. 55" A:'PLICATION '� `� — — - I LL I € MP&FP .............. .......... 'SEALECTION 0' 'BLAZE LOK'-T.B (SE PRODUCT _ I i ■ MCVEIGH & MANGUM J r ENGINEERING, INC. - i BULLETIN, TYIP. VI/ TRUSSES) .4 \ ! I PARKWAY - -•. '\ JACKSONVILLEEF 32256 �. M; f ; (TYR) i � � � `'�� �.\ i _ � PH: 904.483.5200 -.. s : j -_. ) Isk 0 i • i ' ED : HAR H i = ELECTRICAL q. E i i : I �..o I G M is MCVE GH & MAN U 12 1 518" STRUCTURAL PLYWOODis oc , a ; ENGINEERING, INC -`... (SEE STRUCTURAL DRAWINGS) , l 9133 RG SKINNER PARKWAY 000 j JACKSONVILLE, FL 32256 r PH 904.483.5200 _. 12 , . Y , _ 2 SEMCO STANDING SEAM METAL ROOF - _ ; COLOR: GALVA LUME PLUS) O I 4 ( ` 1 LANDSCAPE ARCHITECT is I � � CH .....-......... �.._.. ICE SHIELD. MTL FLASHING AT DRIP EDGE l 0 10 is EUTHENICS STUD o MAIN CLU HOUSEHALL 1650 BEACH AVENUE Z LU — — — — — 32233 � ,-� — — — — — — — — — — — TOP OF PLATE DI NG _€ E � ATLANTIC BEACH, FL , ; 14'-0" L.23.40 Z — — — — — — — — — — — — — — — — — o — — — — — — — — — — — — — — — — — -' "— PH: 904.246.6219 U MAIN CLU HOUSE- E e i i e i Z SPRAY FOAM INSULATION (R-21 @ 5.5") — — — — — — 13'-5 314•( L.22.$8') E REVISION DATE _.._....._........ F _............ . . MANUFACTURED R � ._. __. ............__....... . _.__._.._...__._......__...._...___......._._...... SPRAYED ON MANUFAC U 00 h. TRUSSES. 5.5" APPLICATION 'SEALECTION ;, PERMIT SET 12/13/13 0 a ---- 500' W/ 'BLAZE LOK T.B. (SEE ODUC -� ,! �. REVISION 01/31/14 ° ULLETIN, TYP. W/TRUSSES f 800-992-WOOD) CATA OG #3453 3/4 X 3-1/2 OVER 1 PLAN CHANGES X 6 FACIA AZEK -OR- YNTH DUCT REVISION Z 0 LIFE SAFETY PLANS 03/25/14 a - w E COLOR : BM........ — - -------------------------------------------------------------------------------——----------—-------------—--—-----------------------—-—-----—------------------—-—------ . ICE IST #21 3-70 " Q REVISION 04/17/14 IN COMMENTS MEETING } ?, i M ET' L STRU Cl RE / BEAM ON a _ .__ _W____________________________.______________W__._________ ______________�_--_ — — — — — REVISIONS f3: m — — — — — — — — — — — — — - 5/22114 SMOOTH C PLAN REVISIONS _...._.._................._......................._........._._........_..._........_........»..........._......_...._.........._... HA IT NON VENTED SM FLA KING 'WAS' - CROLL £ BRAC REVISION o BM. #2123-70 �a 06/18/14 I; ,{ RPC PLAN REVISIONS if if r o _ 2x6 OD STUD W/ _ 1 ,� X FAB IRIC AWNIN DVANC D AW Z 1/2" GYP. BD. EACH SIDE) 2 3 BED MOULD PROFIL CATA 1 3/ 6 , a 5- 3/4is I Z ..r ;'• '; AZEK -OR- EQUAL SYNTHETIC PRODUC NAT i= Is o - /2 GYP B I . is 1 " ,: ,,: ARCHITECT'S SEAL q, _ i A _._._..._..._..-------_— ----------------- —_----"-----._..._......... 'i v ��' WOOD ;,. Z COLOR : BM. ICE MIST #2123-70 f i __.-_._...».».._._.__......._...._._.__................_.___.._._......._»...._..._.....-............». 3 2 X 12 FRE IZE BOARD SYNTHETIC LUMBER OR FINISH W ' 3 ,�. r� Cn - - - - - - - - - — - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — ` - - - - - - --- -- ---- ��—, -� - - — IAS.- - - - - - - - - - - - - _r COLOR : BM. ICE MIST 0 I / LU A6.2 / \ 5 ARCHITECTURAL CED N o 0 RESAWN & REBUTTED FAC Y FINISH / w i LO GIA E ALTERNATE- "HARDIES I GL TRAIGHT UT g DINING HALL / _ E SEE ELEVATIONS FOR C U I PATTER _ - F119E / 116 \ i COLOR . BM. SILVER MARLI # 39 50 I \ _ I / LLI F- LU o 13 SHEATHING ASSEMBLY & W T ROOF MEASURES / 22 I i I Q *CEDAR SHINGLE -RES" N REBUTTED WITH i 3 4– / \ _ A6.22 FACTORY FINISH OPITIO A - DIESHINGLE - p I ( CADD DWG. FILE NO. LU / \ STRAIGHT EDGE PANELS / D5 o w *RAINSCREEN "HOME SLI K R Y BENJAMIN z ' f / \ T d °' Q _ OBDYKE Z SCALE i w >isw *FLUID APPLIED MEMBRA E E AIRE 230 BY _ AS SHOWN \ o0 i ( J w Q E w VULKEM ) OVER 314" STR C U p _ ALL PRODUCTS TO APPLI D A RDING TO MFG. U DRAWN BY Uis .1 SMZ °° ` \ / GUIDELINES LEGAL DESCRIPTION o f 6 ANDERSEN DOOR 3 i isif 4" C\Q C. SLAB Wr-FII3�RMESH @ 1.� if cn = I 'LBSJCU.YD. OF ONCRETE OR 6xs W1.4xW .4if I— , � E o I ` WW N 6 MIL VAPOR BARRIER ON ` I \ PREPARED CAADE I I „ / PROJECT PHASE a \ / 4 CONIC. SLAB W/ FIBER14E H i Z i 21 1.5 LBS./CU.YD. OF CON R PERMIT SET w \ / f F N MI FIf, T NUMBER i E E sx6 W1.4xW1.4 WW O PROJECT / I A 2 , i t ` j FIXED OP L W _____.___......_...........__.___...._...._............_.._.____._..._._...._.__________...__._....__.___......__..__...._..._.......__.___..__..._..____...__._______._ _____.__._........_ _..._. 11 VAPOR BARRIER O N P R PA E -11- FO 18 W i 2-3 DRS. iE A ;0 4 I GRADE — — — — MAI LUB HC iiiiiiiiiiiit _ — — — — 4d e. e a d d e e ad a ea e son d eQ. a a 4 e Q e a e a" e e •e • a .Q NEW CONSTRUCTION 46 D � d � a. a a• a � a �'' � �a"e H FLORIDA w a e ATLANTIC BEAC O F Q = ATLANTIC BEACH U Y COUNTRYCLUB Z 0 it B-B 0 4 - WALL SECTION 2N 'B2' 'B2' 62 WAL SECTION 'B2' rBPARTIAL ELEVATIO �4OScale: 3/4"= 1'-0"CK �4O Scale: 314"= 1'-0" �•,fl ,�- y. o ;t. L+ 11140 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of H these materials can result in substantial criminal and civil liability. f (SL►d�CATALOG #400) 1-3/16" X 5 /4" — M -- � � _ EK -OR- EQUAL SYNTHETIC PRODUCT ALTERNATE - WOOD DO NOT MEASURE DRAWINGS I£ TO"115 3 P.T. 1x6 BIRDBOARD MO OR N A�1=111! W jr AM AIL ' 2X 12 FREIZE BOARD SYNTHETIC LUMBER OR FINISH LUMBER 3 COLOR . BM. ICE MIST # -70 SEE SPECS. F - £ I 12 ADD L. INFO. £ £ f � gATTIC < 2 X 6 WINDOW (OR DOOR ) HEAD 3 5 SPACE Q REVISION #1 - REVISED PLANS AS PER _ "AZEK" SYNTHETIC PRODUCT -OR- EQUAL RESPONSE TO OWNER'S COMMENTS ALTERNATE - WOOD PT KDT 2 PTD E I SEE DEATIAL SHEET A X.00 FOR ADDITIONAL INFORMATIONCOLOR : BM. ICE-41ST #2123-70 AS 0F: JANUARY 31, 2014 £ f ENTRY TOWER TOP PLATE — — — — — — 5 I ; £ 30'-0 1/2"(EL.39.44') P.T. 3"x8" BEAMCOLOR : BM. - 1 REVISED OFFICE AREA TO DEPICT NEW AREA FOR ( ICE MIST #2123-70 - MULTI-PURPOSE ROOM (107). ADDED 2x12 WALL TO WESTERN ENT29 1RY TOWER(EL.38.50')BEAM HT. E{= SIDE OF SPACE. DEPICTED RETRACTABLE OPENING. £ g £ £ - - -__�- - ----- �---� `� _ � � CHANGE CONFIGURATION OF BEAMS IN TOWER AS PER MEETING co BRACKET W CIq C, M A CU W/CLIFF DUCH&PETE RODRIGUES. SHOWED LOCATION OF �° o _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- ENTRY TOWERCLERESTOR HEA E T. � — 3 ` c� ME AL8DR1'(EL. °A, fµ � WWw� µ — — —_ — — — — — ��^- -W-�—- — —— — —— w--�-� ATTIC ACCESS PANEL IN FOYER/TOWER(100)FOR ACCESS TO N o Lo f ° X10_ CORATIVE NON-Sly EYOND) m o co o, £ HVAC EQUIPMENT(ABOVE). _ Cn � f co _ \ = f P.T. 1x2 3 _ _ ; , f £ , , I f n w WIDENED EAST/WEST DIMENSIONS OF WALLS FOR VESTIBULE Y rn 0 COLOR : BM. 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ICE MIST #2123-70 1 i ? n Cn �— W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w.-__-_._- - � - - - - - - - - - - - - - - - — - - - - --; `; - - — 5 ARCHITECTURAL CEDAR SHINGLE — - - - - - - - - - - - - - -�__..._,.;- - - - - - - - - - - _ I RESAWN & REBUTTED W/ FACTORY FI ISH ♦� ALTERNATE- "HARDIESHINGLE" ST RA GHT CUT 1 Q SEE ELEVATIONS FOR COURSING PA TERN 1 COVERED W BEVERAGES GRILLE COLOR BM SILVER MARLIN # 2139-51) PATIO A 0 _ ,n 007 118A 121 = 3 SHEATHING ASSEMBLY & WATERPROOF MEASURES 1 oI ............... j Z * _�-:::::::::::: . CEDAR SHINGLE -RESAWN & REBUTTED WITH FACTORY FINISH 1 (OPITIONAL- HARDIESHINGLE - STRAIGHT EDGE PANELS) f n __ " w = _ *RAINSCREEN "HOME SLICKER" BY BENJAMIN OBDYKE I - q U Q _ ' *FLUID APPLIED MEMBRANE (EXOAIR 230 BY VULKEM ) OVER 1 O ;I D uJ CADD DWG. FILE NO. w - oo A 0 3/4" STRUCTURAL _ 1 _ - O cn w F- `O o ALL PRODUCTS TO APPLIED ACCORDING TO MFG. GUIDELINES 1 3 O I a- ----- Z = oC — CUSTOM METAL POST W METAL SCALE W ' X 6 WINDOW ( R DOOR ) HEAD LL � , w 2 O ' • ; AS SHOWN o p z � STRUCTURE & FABRIC A NTNG _ U_ ¢ t "AZEK" SYNTHETIC PRODUCT -OR- EQUAL .__... ,_....._... - I G & SIGN D ................_......__.._.__ ....._..__......_ W , , I , (ADV DRAWN BY w � � " E ALTERNATE - WOOD PT KDT 2 PTD (ADVANCED AWNING N D m -------------------------------------- ----------------- ------ _ , 7904-724-5567) SMz } -_ - - L SHEET A X.00 FOR ADD TIONAL x...._ :_ _:_;...:. .__ .-._....:...-;u-r .....-.. 1 SEE DEATIA SH A6.20 INFORMATIONCOLOR : BM. ICE MIST 2123-70 'E ' 3 � ; � LEGAL DESCRIPTION i f ! N I - K P. i 2 2x8 OP NIN BUC ( ) _......._._ _ 3 ___.•--•� _ STOREFRONT WINDOW 1 � __.,_ � • UL 1 - O Ir „ 3� _ 4 CONC. SLAB W/ FIBE MESH 1.5 1 I 1 a a LBS./CU.YD. OF CONCRETE R 6 W1.4x 1.4 PROJECT PHASE o ,= 4 CONC. SLAB W/ FIBERMESH @ _ _._ FINISHED GRADE z WWF ON 6 MIL V PO BARRIE ON 1.5 LBS./CU.YD. OF CONCRETE OR =m=-b: 1 PERMIT SET o --'- SEE CIVIL DWGS. FOR ANDICAP ! __....._..,; � PREPARED G DE ♦ I � ( � W 6x6 W 1.4xW 1.4 WWF ON 6 MIL --- -- ------ PROJECT=- PROJECT NUMBER , i i - _. _............. __......_.-.._.._._............._____._.._.._.._...__._.__.._...__......_._......____._........______...._______._._._.____._._.._._...._. _.__._.__.....___.__._.___ _........_..._......_.___._...._._.______.___....._._.._._.___._._... _ TRANSITION AREAS } : W "____-_____.____--__-_____.._.....______________.______-__-_._..._..._.._..._._-._--__-__-_____-______._._.____ �_.___________..____________..___________.___-_____ ________ _ _ ______ ______ _________ ___ _.____.____ ________— __-__ VAPOR BARRIER O N PRE PARE D W i 18-11- GRADE — MAIN CLUB HOUSE-1ST FIN.FLR. I — — — — — — - •�°-:_� 4 ° — — — — — — ..._ _. 0'-0"(EL.9.40') d ° ° Q ° ° d d• d ° _ 4 ° °• d A. ° 4 ° °d d 4 1 (7 ° d 4 4 4 d ° ° a d ° 4 ° 4 . ° ° ° FINISHED GRADE a d.4 d d a. d ° °. (_, (EL.8.40') 1 NEW CONSTRUCTION Q 4 d ° d ° NIN ENEW— W _ 4 •• r a � �..'s�„ .:� y t° a- .+Y � .sem r � s� .s' o . o do 0 4• a -- a �f"p d' "- VM s �� :-�ra°°y �' �. �_- . ss4°. �y � � �` y . s �f TI BEACH, FLORIDA � � ' ° • ° 1 � � � ATLANTIC C , � ( UCT. FOR ADD L. INFO. a... •:d• • a . I ATLANTIC BEACH 0 1 Y I COUNTRY CLUB 0 1 C-C a 1 - WALL SF-CTION rC2 WALL SECTION C2rC2 PARTIAL ELEVATION C2 C2 A4so - A4.60 Scale: 3/4"= V-0" d, Scale: 3/4 - 1-0 Y O � ¢a�'•, r;R U _: These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the E60 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. BUILDING RESTRICTION HEIGHT 35'-0" IV — — — — — — — - — — DO NOT MEASURE DRAWINGS NOTIFY ARCH1TFCT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES HIP ROOF TOP OF RIDGE — — — — — — — — — — — 29'-7 1/2"(EL.39.04') IV — — — — t0 LA N 00 N N M M O O • _0 1 Oco LLO O � � O� C� •� Ch O N OO cr3 U � O p U OY MAIN CLUB HOUSE-1ST FIN.FLR. _ _ _ '`� � € U) LL _ I L � 0'-0"(EL.9.40') — — — — — p � � CO CD( 01 � M Ito O Ufn ( L M rn 0 a U ai ati — [2O a0 0 ~ ca N U CN N FRAMING - 5.5" OPEN CELL 'SEALECTION 500' (SEE PRODUCT BULLETIN) R-21 (MIN.) IGNITION ARRIER TO BE APPLIED OVER SPRAY FOAM. MFG: E LOK'-T.B. (SEE TECH DATA SHEET, TYP.) 1 5/8" STRUCTURAL PLYWOOD (SEE STRUCTURAL DRAWINGS) 3 2 SEMCO STANDING SEAM METAL RO F (COLOR: GALVA LUME PLUS) OVER GRACE WATER & ICE SHIELD. MTL FLASHING AT DRI EDGE CONSULTANTS � � ♦ 14 1 6°21 TENNIS/PooL.c TER- STRUCTURAL DORMEI PLATE MCVEIGH & MANGUM ' a I 19'-3"(EI.28.66) ENGINEERING, INC. 9133 RG SKINNER PARKWAY K JA NVILLE CSO , FL 32256 \ \\ I I \\ \\ 3) CROWN ULD ROFILE S CRA TSMAN INC. PH: 904.483.5200 BD. TYP. CEILING ( @ ) " 800- 2-WO } TALOG #3453 3/ " X .3-1/2" OVER X6 MP&FP \ \\ I I \ \\ FACT AZEK -0 QUAL SYNTHETIC PR DUCT ALT RNATE MCVEIGH & MANGUM \ \\\ I I \ \\ 12 - WO D_ ENGINEERING, INC. \\ \ I I \ \ COLOR : BM. IC MIS #212 -70 5 9133 RG SKINNER PARKWAY Uj \ \ I \ \ JACKSONVILLE, FL 32256 \ \\ I I \ \ 12 3 2 X 6 INDOW H AD "AZEK' YNTH TI PRODUCT R- A2. PH: 904.483.5200 EQU ALTERN E - WOOD T 2 P D SEE DE IL ELECTRICAL XX SHE A X.00 F R ADDITIO AL I OR TION). MCVEIGH & MANGUM a \\ \ I \ \ V COLOR : BM. IC MIST #212 -70 ENGINEERING, INC. W 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 Z �n3 2X4 IM {BEYO ) PH: 904.483.5200 COLOR : BM. IC MIST #2123-70 LANDSCAPE ARCHITECT U \ \ ` U_ \\ \ I \ \ L Z \\ \ 3 AUX LOUVERS SHUTTER EUTHENICS STUDIO \ \ I \ \ ♦ 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 Z -- — — — \\ \ — I — 3 4 X 4 HAMFER SILL PH: 904.246.6219 Z LAMI ATED SYNTHETIC LU ER O FI I H LUMBEII PRE-ENGINEERED SCISSOR TRUSSES (BEYOND) W/ \\ \ I I \ - REVISION DATE 12:12 TOP CHORD PITCH & 9:12 BOTTOM CHORD PITCH \ \ SEE TRUSS DWGS. FOR ADD'L. INFO.) W/SPRAY FOAM \ \�\ I \ PERMIT SET 12/13/13 ( 2 a- INSULATION (R-21 @ 5.5") SPRAYED ON \\ \�� - - - �` MANUFACTURED ROOF TRUSSES. 5.5" APPLICATION 73/4Cn Q 'SEALECTION 500' W/ IBLAZE LOK'-T.B. (SEE PRODUCT \ \\ BULLETIN, TYP. W/TRUSSES) 12 \\ \\ Z \\ \ _TT m \\ o IN CL B�OUSE 1STk1l.FLR. O , 4 , O 0 O U L R IL S& S N Z - - T " Z 3-1/ " O �Ep 1 6 I E -OR- D - W 112" GYP. BD.(TYP. WALLS) 1'- Y T E AT (aj SolI I I I V I I I h- I 11 11 I I I I l� I I I U u I I I I I� (I U I I I� u I LJ u I I U I I I u I u I l� I I� LI I I u ARCHITECTS SEAL Z O I 1 C OR : M I E IS 12 -7 - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - w 3 E UL R IL S& AAO #40 o 5- 4" ° \ E - R Q A Y T TI R D C \ w TRA - g O R : I E I T # 12 70 2 2 2 W u ii u - �� - u �� u �� i u ii u u i u u ii u - ii u u ii u i u \ FA X m w INI B \ GROUP z O R . I E T 12 70 co \ F I/TN ESS o �, d Z 1 A HIST L ED 1 G w CADD DWG. FILE NO. \ 151 R 102 A & B E W/ C Y INI H a \ u) = I L E AT - "H DI H I L T I G T C - w SCALE o - o L . S L E A IN 139-50 W ♦ _ i w A SHOWN w _L DRAWN BY \ 3 H A H N SE L W ER O1_0 _ snnz Yu I U I I I� I I 11 I I I� - J LEGAL DESCRIPTION � � 4" CONC. S B / FIBERM�SH @ 1.5 A IN H IT A - HA IE IN LBSJCU.YD. OF CONC ET OR 6x6 W1 4xW1.4 - RAI T E G A E LL.0 � WWF ON 6 IL APOR BARRIER ON NS E N "H E I R" B JAM N PREPARED G DE Y U I P I E RA ( X AI 2 0 B a- / \ PROJECT PHASE Z CL—L L PERMIT SET L O CT OAF P I D C R I ATO W / I PROJECT NUMBER EN IS& ERCI E EN ER- � j 18-11- I Ij I I I 1 FIN. Imo- 9 �• ' d c '. •� ' d .v d' d — H — — — - — — - — Ur 6 ANDERSEN WINDOW Of 7 NEW CONSTRUCTION d - - i FSS f w d p 777 F ATLANTIC BEACH FLORIDA O a SEE STF _ d vd ... U ATLANTIC BEACH Z COUNTRY CLUB Z O cc - U CI Q WALL"(,,dS_'_�'�_(-;_TION E1 WALL SECTION 'E 1 ' E1 PARTIAL ELEVATION 'Ell g _ A4.70 Scale: 3/4"= V-0" Aa.zo Scale: 3/4"= V-0" a . O g These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection ". Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A4m70 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ab these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS I NOTIFY ARCMUCT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I 0 N O N O N Cn C) co O cv O 00 M a? .O LO _M O N O FL CO O) C C O O O M U -leO O O f O � X Q O z LL -0-• Cc U) L — — — — — N 8 d O co O � M O � O U O U) co `_ ch .4 cc U � O rl 1! 0 00 ) N U N O N O I I I CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY ' JACKSONVILLE, FL 32256 PH: 904.483.5200 Ile I MP&FP MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY Uj JACKSONVILLE, FL 32256 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM a ENGINEERING, INC. U 9133 RG SKINNER PARKWAY 0 Y JACKSONVILLE, FL 32256 Z PH: 904.483.5200 O oc LANDSCAPE ARCHITECT UL EUTHENICS STUDIO Z 1650 BEACH AVENUE - o — — — — — — -- — — — — — — — — — — — — — ATLANTIC BEACH, FL 32233 U PH: 904.246.6219 Z w REVISION DATE O PERMIT SET 12/13/13 d ` Cn p II Z LU Z Q if I 10- 0 OV RHANG O LL>- - Ili -E ---LZ Li L Q Z Uj o - — — z �.1 I Ll I I I l u l u I I - I l u u l u u l l i �I I I I I u I I �I I �) I I I I u I u I I I I l__I l u ARCHITECT'S SEAL O U W C LL-H 11 tY — — Of W_ H O W TENNIS COVERED PORCH co -LLi 010 w U I U I il �� i I I u I u II II II IIu m co Ll—1 CADD DWG. FILE NO. LiAlL —1 SCALE 0 0 w U D p � I W D w AS SHOWN c D W DRAWN BY m SMZ Y U I u l l Ti � � � � � I__I I I u LEGAL DESCRIPTION O LL O 1 L—L of a p PROJECT PHASE Z o PERMIT SET w PROJECT NUMBER OPtLE w 18-11- cn — — — — — A d (� v. d am NEW CONSTRUCTION o� fr ,� f' ✓ a`i f it f+r .fr ✓✓ v` / .Q "f rf ✓ r/ f f r f. �.• /r f L' a U P W f f f✓ p `F .✓ r c r 1' f ii.. 6 . r r t i c r s s c r i x o e S a x H d ATLANTI BEACH, FLORIDA a C C O Of FL 4 U ATLANTIC BEACH Y COUNTRY CLUB 0 Ce ' U WALL SECTION t � ti = F1 WALL SECTION 'F1 ' rF1 PARTIAL ELEVATION 'F1 ' _ 'F 1111 _ } -8o Scale: 3/4"= 1'-0" — �•80 Scale: 314"— 1'-0" O w These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 8 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and • 0 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of r` these materials can result in substantial criminal and civil liability. i I DO NOT MEASURE DRAWINGS N071 ff ARC=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES DEPTH OF BRACKET 2 3x8 CEDAR BEAM W/ SCROLLED ENDS (EACH SIDE -SEE DETAIL A4.95 2/A4.95) LO A4.95 � ""` CN co CV) 3'-34" 3'-3 " B 1 B 1'-2" c o 01 In -tea DEPTH OF BRACKET A4.95 A4.95 0 0 LO 5k 2'-10" 1.. ell 04 LL op O ti Cp seffimeiii a) 04 = tM 1 e � o sxs sxs = �„ 1 X �'a, A4.95 -' a X c i LL A4.95 0 N 711 811 �_ �� 71 1 811 J. � � 3x8 CEDAR BEAM W/ SCROLLED LO 0, 0 w W w W ENDS EACH SIDE -SEE DETAIL -0) 04 U sxs sx U U sxs sx U m 2/A4.95) v M CD `CP �� _ O 0 -4 60) 0- O U o m - M o m _ ' cn o = 6x6 CEDAR W/ 6x8 CROSS BRACE a O p O p BRACKET (SEE STRUCT. FOR ADD'L �'°; � 0 INFO. & INSTALLATION) N 0 O U O �� 6.0 6x6 CEDAR / 6x8 CROSS BRACE — 6x6 CEDAR / 6x8 CROSS BRACE a M BRAC ET ( EE STRUCT. FOR ADD'L. _ BRAC ET ( EE STRUCT. FOR ADD'L. CN N INFO. & INSTALLATION) INFO. INSTALLATION) cz r r r � I� A4.95 ' 7„ Of 8.. 4*40M mom moo 4%ftM M Mo *Saw M mi moo 57" 1'-7" 1'-3" 0 0 a 1'-7" 1'-3" aop EDGE OF BRACE/SCROLL PROFILE SCROLL PROFILE 1'1 1" 1'1 5�" 10 e A4.95 ROSS BRAC A4.95 Ross BRAC I A TYPICAL BRACKET DETAIL (SIDE VIEW B TYPICAL BRACKET DETAIL (SIDE VIEW B1 TYPICAL BRACKET DETAIL (FRONT VIEW CONSULTANTS 1 TYPICAL BRACKET END SCROLL TOP �.95Scale: 3/4"= V-0" �_95Scale: 3/4"= 1'-0" ��_95Scale: 3/4"= V-0" STRUCTURAL ��_95Scale: FULL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM _ ENGINEERING, INC. - - 9133 RG SKINNER PARKWAY Uj JACKSONVILLE, FL 32256 PH: 904.483.5200 w ELECTRICAL � 0 MCVEIGH & MANGUM It ENGINEERING, INC. v15'-6" 9133 RG SKINNER PARKWAY oWIDTH OF JOIST JACKSONVILLE, FL 32256 Z 1,-2" PH: 904.483.5200 0 Ce FRONT EDGE OF BEAM/FRIEZE LANDSCAPE ARCHITECT 6" 7a" EUTHENICS STUDIO cwn P.T. 6x8 BRACE (SEE SCROLL PROFILE SCROLL PROFILE/EDGE OF FRIEZE BD. 1650 BEACH AVENUE p STRUCT. FOR ADDL. INFO. U &INSTALLATION) ,ATLANTIC BEACH, FL 32233 Z H: 904.246.6219 w w cc REVISION DATE o m PERMIT SET 12/13/13 U_ �� Q O_ 1 „ O U BRACE FLAT O Z w J � J Z of Q U N m w O O � co 0 0 W Q Z O W Q W ARCHITECT'S SEAL D O CL U J W U coa P.T.6x6 BRACE(SEE o STRUCT. FOR DD L. INFO. Ix & INSTALLATION) O o Cnw g SIN w P.T. 3x10 BEAM m (SEE STRUCT. FOR ADD-L. INFO. &INSTALLATION) CO) fir, 0 0 w U CADD DWG. FILE NO. D 0 �ICV �\P Q SCALE SIN J w Y - U w AS SHOWN W _ Q DRAWN BY w m CO O SMZ F- 2 6j" 74" LEGAL DESCRIPTION O w SCROLL PROFILE SCROLL PROFILE/EDGE OF FRIEZE BD. co = I- w O Q � " PROJECT PHASE Z " 4 a 00, PERMIT SET ` w CURVE FLAT W �1•" PROJECT NUMBER SCROLL PROFILE 2 CO) cc TYPICAL BEAM END SCROLL 18_11_ Cn 3'-3k A4.95 Scale: FULL it DEPTH OF BRACKET J w NEW CONSTRUCTION U ATLANTIC BEACH, FLORIDA U ATLANTIC BEACH i 1.1 TYPICAL BRACKET END SCROLL BOTTOM COUNTRY CLUB 0 V �95 Scale: FULL Ci 0 BRACKET & 0 " BEAM DETAILS 0 y 0 N These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection 9 5 g' r Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and �. composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of ° Y these materials can result in substantial criminal and civil liability. w i I DO NOT MEASURE DRAWINGS NOTIFY ARC=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE NOTES 1 1 C A4.96 'A4.96 IN,A4.96 N O CNO 2 c N M N A4.96 0 o :v o O O r Cn P.T. 12x10 BEAM (SEE STRUCT. FOR r o ADD'L. INFO. & INSTALLATION) U N CD4 U � O) % f» LL Cc Q 1 .. J J T- CO LL l J r = ap J = J �,,... N O O °? , Y P.T. 3x8 BEAM SEE � — —P.T. 3x8 BEAM SEE � '� � v � Cn _ �; U STRUCT. FOR ADD'L. I I STRUCT. FOR ADD'L. INFO. � D1 D � `n rn = C-IkIi :3 INFO. & INSTALLATION) & INSTALLATION) _ _ N ._ 0 � M N v0 (A � M A4.96 A4.96 ,-�„ w w o L.Lm m j rn CD CD ' O P.T. 4x4 BRACKET P.T. 4x4 BRACKET R2, 0 0 a D'L. ~ SEE STRUCT. FOR ADD'L. I SEE STRUCT. FOR ADD'L. 10 U .6-0� 8 a _ ( ( _ � O 1 .1 r INFO. & INSTALLATION r INFO. & INSTALLATION " o w )A4.96I I ) 8CL ` I I AVON 10° 10" P.T. 6x CORBEL SEE STRUCT. FOR N 1 -11 � 1 .8 ADD'L. INFO. & INSTALLATION) 01 � C RBEL / SCROLL 1,_6j1„ 4'_5,' 4'_ " 4,_5j„ DEPTH OF BRACKET ==moot 0000 FINISH/ BR. BRACKET/BRACKET BR. BRACKET/BRACKET BR. BRACKET/BRACKET BR. BRACKET/ BRACKET FINIS 1.1 A4.96 BRACKET DETAIL TOWER SIDE VIEW C1 BRACKET DETAIL TOWER FRONT VIEW D CORBEL DETAIL CABANA / TENNIS CENTER SIDE & FRONT VIEWS CONSULTANTS �96Scale: 3/4"= 1'-0" ��-96Scale: 314" = 1'-0" A4.ss Scale: 3/4"= 1'-0" STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 M P&FP P.T. 3x8 BEAM (SEE STRUCT. MCVEIGH & MANGUM " FOR ADD'L. INFO. & ENGINEERING,.INC. INSTALLATION) 9133 RG SKINNER PARKWAY ui 121 12,. 54" JACKSONVILLE, FL 32256 BEAM/END OF PROFILE PH: 904.483.5200 g ELECTRICAL 0 " MCVEIGH & MANGUM a C BEAM ENGINEERING, INC. 9133 RG SKINNER PARKWAY p Z _ � JACKSONVILLE, FL 32256 O CIN Q PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO Z 1650 BEACH AVENUE C/) ATLANTIC BEACH, FL 32233 2' Of cly PH: 904.246.6219 Z w w w -j —j REVISION DATE 0 04 a a _ PERMIT SET 12/13/13 a. p p 0 w Z w Q w J w LL W Z } w a m } P.T.4x4 BRACKET m D -' (SEE STRUCT. FOR ADD'L. INFO. U O O & INSTALLATION) U O CROSS BRACE 1 CHAMFER END PROFILE m Q 72" of Y z CROSS BRACE/CHAMFER END OU p - w P.T.4x4 CROSS BRACE W/ \+ ARCHITECTS SEAL CC) 6'-6 3/4"RADIUS CURVE 1 BRACKET END SCROLL TOWER (TOP) O P.T. 12x10 BEAM (SEE �96Scale: FULL STRUCT. FOR ADD'L. INFO.& C INSTALLATION) w O O p LU a o g P.T.4x4 CROSS BRACE W/ w m 6'-6 3/4" RADIUS CURVE Cn0 o P.T.4x4 BRACKET v (SEE STRUCT. FOR ADD'L. CADD DWG. FILE NO. D INFO. &INSTALLATION) O w V SCALE 0 � 2" - � 8" w _ m w - AS SHOWN Cl) U FLAT LL CURVES w m � � DRAWN BY 0 Cl) SMZ J 0 0 LEGAL DESCRIPTION U 0) CO Z w U- J P.T. 3x CORBEL W/2'-0"RADIUS p w CURVE(SEE STRUCT. FOR ADD'L. ' ¢ U ;b. > INFO. &INSTALLATION) O r D PROJECT PHASE Z 0 U PERMIT SET LU WJ PROJECT NUMBER rn wwc co a- o 18-11- Z CV J OC O c r2SCROLL 0 CORBEL -96 NEW CONSTRUCTION Scale: FULL F- U ATLANTIC BEACH, FLORIDA U a SCROLL PROFILE U ATLANTIC BEACH D p Y Z COUNTRY CLUB O w U Ci BRACKEN' & N 1.1 BRACKET END SCROLL 0 TOWER BOTTOM BEAM DETA -L---,$ Aass Scale: FULL a. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protectionf A Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and P Pp Y 9 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. . INGS NOWY ARCMTECT` OF MY MM AM D ZPANCIES PRIOR TO C . SEE NOTES � . � 11 11 . . ) W L_ W LO V 0) - r- 04 C14 C:) N . Cn C14 Cn M -0 C� M �:) r- to -0 0 co ,C: C:) FL 0� 0 LO I FL Co Em"I 6 Ca,q CD = ci 6 01i .- . - . > .,t C) � C 5 c1r) 0 C) co 0) U) I :3 IT U -wid M Q IL) = CY) :: I � r ca im� < � I �... k ) Cc �� - I � LL -I..; CD 111 :I 1 � I W T_ U) LL � 1. . o c . . .I. 04 .11 � . , I . . , - ­­ -l-, - I z I 1 , . I . . I - , ,I.. .11,. . .. - . .... .�, .I ; ... 1, 't , i � , L6 � . . I 11 11 (1) : � * .4 _t! 00 C) LO , . EM . z I � I � � � V ,qt � ---------- = 114, ; p i . ico 00 Cn . : i -0) -I.- CO ! .- : 1 OWN04 (D ' = N I ; I .I q 111111 ----1111 ....­.- ­­.. -1- — N 0 1 1111: INSTALLATION GUIDEUNES :Mlllllllllllllllllll mi�������������������illi'Flli�������� _11. I .....- � 1. . - 1 . 10�0 * A,:Cut DuPont-nwarar at least 17 longer than wift of rough opening sill(S), . .� om 1019 rpil�k : . . I 19t 11 ft OuPonr Flashing Systemam wan integral fian ed windows �0� #**- 0 .4 C) I . I . 9 I E - , 13�.ftmove first piece of release paper,cover horizontal sill by aligning inside edge:of sill,and adhereinto rough opening aoross Z -?5 Cc, 6 CD I I I � ... . &� .2. till and up lambs(min.F). Cover horizontal sill by aligning FlexWrap-edge with-inside edge of silL M , 4i . i #X M - I . - � . 0- . :: ; A"ER weather-resistive barrier i's installed. .. EL .0 . I I I _U : � 11 tA4move second release paper. I '0"" T A L; L � j" T, !� �: .. 1. L, (1) - I N ,Z), I 'I" A � 1 - N I I E I .. I I . I , 7, U .6-00 TO I U) "_ .. . . I I 1"ft 1. .1. 1. I I .. 11 0) t1__ _0 ' : : . . ` DuPont-FlexWrap-and DuPonv StraightRash-are highly engineered flashing lopes designed to be compatible with .. CL 0 (D . I . . I .r- � Tyveke Weatherization Systems products.For optimal weather-resistive protection,we suggest you use Tyvekv I . W _&� - I �_ M I :�5. , , I . I � I . I .. I - - - :U I tj E­�L� 1. :N1 : 1 P4 1 G - % 1. :% I. .. I �E A". 9& - TyveO Tape,and Tyvel&i Wrap Caps. .. . .__ .. 11 .I , . Hom eWrapg,Tyvek*StuccoWrapO or Tyveks Commorc'IalWrap*,DuPonr I I . I C-4 L) I . � 1. 11-�.�-, ,e_1� � C14 NT ­_- I � ,-­.- 0 1 �� - I 1�1---- -- - " - 0 .4, 0) __,� CN � .., �� I . _­ - — . I __ --- �­ 0 er- I �_� - .. 5��__, . .1 - . I . . I 0--o-, I—,11 - I V;e , � 0 ERAL INSTRUCTIONS: � ­., I ., , . I � I....'', VFW �_,......... W-0- .1. , ._0 -, 01 .. . I - . - � 1* � ALLING. I -0- W-01- , 10 � � " # "­ING " ' 9A,I' , ,*"US.,: I I-: 40 *000' MIA"Pol .0 VERn : ,LWA , I I I..ont-FlexWrar and 81raightflastr should be installed on * DD NOT STRETCH DuPont-FlaxwrarWHEN INST I 'W", . I 1. . . ..I 1. .. I I . ,,, . I W_�w I .11 1.111, - ,. -... ...1.111. __.._... ... .. ,......'' 1. .1. I 4�� P�� I - -- AN .0 ean,dry surfaces.Wipe surfaces,to remove moisture,dirt, * DuPontw FlexWrap-performs best when installed at - 11;!��;:A­40 40 I ; I.- ­­ 4W 10 i . I .1. I.. I � Vre.ase and other debris that could interfere with adhesion. temperatures above 401F(eC)� � - I - , , I . - I 1. . "...1. 11.4.111 . . .owl, 111. . '... - I . I.. :. 1. 4 , p ly pressure along entire surface for a good bond. I 0100� . , 1, ... I I *e - .. .:.A �p * For additional guidelines and suggested caulks,please call -;;� . 0, ;%�_�,,, I .1- �'.... I j toie . .. . .&.''. .I .... ­ ­­ .. * � e all wr - ubbies by smoothing surface and I-BOD-44-TYVEK(800,448-9835). i 9 I I . . I 1.1 ..I.. ... . VS,I N_ . . 11 �� ­� 11 �: aulov inkles and b I - ._dW11 00-11, 0600C %W I . c4mv) : 0 . 1- I I . - It ipositioning as necessary. 0011" "Oow:m .. f 40F 0-Ir '. - I .. i;e,lor ".,*� . I '­, I '.1 I . I .1 . W . 1 - � *f- ... : . I *V -,&N 4fow, I...I I I'll - I I . I a"- *1 ..I..- 1,� � , I . W* ;..-1 . 1. �, . .*, - _____1 . � I . I I I. . I . . *%�N I- .. ZI As .. , ��, 11 -4W atca"W .Al . 9 �ft I . I I.,I . . I . . .. I '.. . .�,�� !, � ­ I . , : -1: , IN I "....".1- I , ; t I . - minimum I . . 1, , I ­��0 - ,_'W� I ....�r11 VOW60i I 1. .W. i I 11 ky . 11 11 I ­ < I P a I . - I , I P.fic*00*, *0009 I I I 11, . . , , , � . . . �I I .. . .. , I . '' 1 I , I . 11, � I �. - . , : ,� � I � , I I I 11 I I . - I I I . .....�............-------------- I Aw t I I :4 . ., I I .. . �- I I . . . . , � �'11 I : I ;;", V. h I � . . 11 . . ,p _r"�444, �Iq . $ * - . J . .. : . �0 I . I , .11 I .1 � & I�_e 0, I - - . . . #_MftiA'P0_'y.Wr*8* ; fth . ;;P-oe ' . P". . �, . ,.�..% , - 1, .��:: : A= -- "Ood esives 0 Vr-,",,O0- � . . ,.. � ...'' .. 7]: .w,j:". I ����������� . � - I M ,-----, I . � I I �. . . I. . .y I h ,- I - . I � . �. , ..----..-.. � .. r . . groovoo.4i"fa --,aft �Ir,� . , %. I I � . low 11" I r r " . I , _ ,....r...r'.., , I :r' ,­11 r. . .. r r . 'uri 9 ___ , , : .. I r r r . . I . r I R ' I VM . .. r r ,. . ".... : vi6 *I eth I ,; .. I . I­ r r Onk . � . � . ... r ­rr r.r I rr I -r -" r - . ­ r *W I-_r'­_Wler, .11000 _.,m I I . r r I r r �rrr]*" r STIVE BARRIER FOR WINDOW OR DOOR INSTALLATION: , ,si'd 6 . , .. 11 , I rr�, r I I.:N .rr .. I jej I 11 � . . I .1111-11111.­.......--.1 . I . - � ­ � - . .,�� a r r I "r Wf 0'IW'f I I r r . r r �,rr r . . I r I ��; ... f rr . .r �� . r . . I i _4* r I r... + I——­ r -r 11 I r_ rr r r r r I .�r. , " .r. . r r r r . '. I I , . : �'jn:*# , r r' i r r rr _ �eM : , .1. �..rrr 1. r . P,4. $M08'SPaCe.d" � I .r r .. . . I -o� 0��­r..rr.....r....r '. . - r.. . ,. I �. . ­ I X1 Aake a modified'"I-Cut*in the weather-resistive barrier by cutting straight scross.the top of the window frame,from the center j� -r., ;r I I .11.1.1. � . . . - .. ,­., "" ' jr r � . . .. 1. - ft­'�� ..., ..r .. I r - I -. I . � �� , . r -r, .. ; � . I , . .r r �� ' r...1... I � ..� I .. c r a (so . % .*:. � r I­ .4'. 1.1 . -11 In PrVuff.14 U 2 , -thirds of therWayrthen angling the cutto each ro n r a A). . r- ....P 17% - % r *)"j . r , r I se r rr ' :r . ­, �__rn��,r r r. . � . r. I 11,r.., - ', ­_­_, d ut straight dcvwn about two I . -I I .1. . r r r. . , I . IM I 0 .0.1 1:',',I .. r i ' I r .4� , r'r V. .rr r . � NVI .,40`of$0.0ew' , r 'ut a flap above the rough opening to expose sheathing or framing members and allow Nead flashing installation.Read flashing I" I � . .r r I z%t , ... r ,r ",. ;r.h r'Vrr .r .. � ��,,r,r, '' � ,* &, r I 6 1'1,�� oIl r . rb'' r '... , . - � , _, r ': .r. . I ""I" . . . . .1 rr : . 1. . � $�r i 'm i , I r ,rp, � .. .I 7 Xi . , . r dh ;a , � - Wr 'r :I .r' '� --_`--r .11 � , r . , 0, 161*�r r . r., -1Y ­­, r .r r .." , , ,,�r r I .. - . MM:X V r r . r r ..... � .........r rrr . i i .r I , r I I I ! ; r jr .. r . th I : r . , ����� � r r . r, r �.r r I ;� .. .1. . hould adhere to exposed sheathing or framing members. � . r . 'N' 1W., .e cm ! ...r r , 1. �� - ... . r . : " rrr- - I ­ r .. I .,!%,r ,r r r I ;k,�r I... I I ­*_ �,r ,.1.1,�,dihg . . I 1. ; r . r� r'r . I 'an DuPorri-RoxVftp-at bottom corners onto face of walL A. Apply contin tious bead of caulk to wall or back side of MCVEIGH & MANGUM i . r I Irr' r I . � . �_ ft St C:I;Wd side and bottom flaps into rough ope i - � I I . 0 � . r I - rr X F . 00,up r . �. ­­ ,�, '. :�, I . n ng and secure, Flip head flap Up rand tempors r4 secure. , .r - r ,:% I r eflefS&Sr pearnainent� I ; . . : % . rr--r r...�­­..... r r­­... . ­- ow baick- . ��� I r'.r 1. � ­.' .:: 1doo.44 I r r ­ � , . - . . .ttr rh­ -- r of ,7 .I .r . . I __' window mounting flange acro3s.jambs and head,but leave . rr. - r d,I r,.;.r'.­ I",r. . . - :r..rr .. :� : I I M.Oftl' ..a r'80 I Merit c r 0. ", ly.press;sillfflashing.to ensure full adhesion. ENGINEERING, INC. r,., r_-r,, __­ , _­,_jjj,j�� r " .. . . .r r - .. : I .�� . . ,, r r I , �.% ... .. ,bottom sill flange uncaulked. r ra f"U"M r.,. r. .. - . r .r. r. jj�." � .,.r.. . . r 9133 RG SKINNER PARKWAY . r . r r rr r ... r I r . . I . . rr rr �. rd % , r. .�____--_-------------_____:, t SECURE FANNED EDGES WITH MECHANICAL FASTENERS.r :)i***j06t r r I �­ r.r ,qt1'%,::::� .rr :r. rr:r.r r r r : ... .I . r r . I .I I ;�­ 1, I ...... .,..:. ;,rr .. 11 - r - * t 8 Y CAULK ACROSS BOTTOM SILL RANGE. JACKSONVILLE, FL 32256 6 . . "... ,rr . I . 00 NOT A"L --r. rrr �:� . 1-1 I r.r r '; :� I r '"o W-01-ADW .e.Ca pNoils,staples,screws,e..C.) I r � r 1. r 0 . - r. -__ . . -r lik r r - . : , . I r . , .11 7, . r _l:r �1 . r e . 5 . , - :r..1 .. I.. * Ir ': - I .. r -1 r :-'r - . . ... 'r .rr�r�'. r I : . . . . r I . .jjjjjjj�:%,. r 'j 5j :0! 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[3 rr - �.jj t,�r d" 'i r r r, .I....�...-r..........1-...........11-1.1....­­­ 1111111111 � � r r �������������������� � I " �� P�Ore�ijr r, r"r, & ,�'j J�, I r I . 'Ir �ing *rh" .�� , ' tr'r I '1,, ,#Ping eff P$'j kng,Wjttt J'yVek'�,�`V,�qart.�t'lf_�-r,feSiStivrf,;.baffi4�rt,vmeri ^ � - j.1- L'1616�1"ron J�'j tj f. rgpAir9rdbyr't ` I -�_1� � "� - , ' I�, �� , _1 r"'� r'r- r I I r r I rr r I I I ' I I I ,.11­­ ­$ r .1. I r 11 r r. -".1.......�­­_.. rr":#�Sta,r:§hf : I . ., r . . � r I - I I� I . r r r I I I I *. ,:�r r,r , 'r,r, ,r - . ",., , I ,, , . 'W ,,,�r -1-1--11-1-....�.. .. . . - ' ' ffi-'I r I r I I- , r . �r - , �__�, . - .r, r I 11 , . r _r � .� � , � � i 0 hot-Ne' � :,, . W"j1#-tift:t.fr%,4A01 i r, I I- 11 �, - W cl . ft �, (1) & Install window/door ac cording to martufa cturet's ins"etions.Cill ustration A� -1� r r r -------- ., 4,(, rM :ft r r � . r.1�I � ,. 0 ft.r, , ,.�1$ Z r . " f " .1 � r r . r I � 't _,,� I I� -- I -111- I ,,� , � �" �* -, , ,, 'r � ^r ,,I- 1, ,.;�Xr- '. .,- ...or, �, , " jj���I­��­"­�I I I -r � r I 'b r'' 11 I-rr .. -,,�, ', � r .,.r rr '­rr 'rr rr- r, r .�r�4jrA���r�A r,*Or , r t., �� , ,, _,"r ,r......... '',r';'�I , ,.rr r �, I I.�it*1,I I�, , ij -'1��';,I I r r , ' r I r � r .­d�� , r'r#S r �r�'8'Pf0.P.01f, r I I I r I 1 4".V" ,t�, 1. ��'::r � � r ��r�­_; I r I r r r�r�r r,r,,,.I rr I.I I.1.rr.. .r r'r"I'1. r r I I,I I,r W r .,� . r r r r.�r r I r . -1- T-# r I r,. I.;,�;r �I- r� , ,,, ,%� 11 -4,!Ir tr�orlq�r jr r r ,:;�;��'. ,WC I 4 1, I r, �,,r,'I��' �1. .". ... �Vr*#)W. ,� Me 1,0111 . r . ,f�r :r I r r r r I r r ', ­rr r- 'r, ' 'rr,T '' I.I -, , , � . ,r r ", ,: . I I'll r I r I r r r r r.. r r r r r - :j� ,,,,r , I ,, , longer then the ate length(H) ,han r S "r . � I I � � jjrr: r r ,: Jk C etiSt_ ,r :,: r !�r �1.'rfj�, :,A < " Ahead flashingat] I . Secure outer edges of head flashing using mee IV I rCr 'N'� I b r r - . 'r I Ir.r .Irr 'T ;N ;, ' P-1'C�� � 0 , r. � , ,," *0":0jt I , , I . r r r r.r r r ;r r I r r LU 13� .Cuttwo pieces of DuPontv StraighlFlash-or FlexWrap-forrjamb flashing extending r above window head flange and:below 1_1 ,:r I F ' r4 r� Z ' ifi, an :0 " j�r:T ' r - � r . � �%� r ,r r r, r:r , t:." J6 9T.� _r - d ' I. ,cr r r. .r. r I . I t.f$-.,V .":r , I ;yveklP I I r r rr r�� rrr r' r r'rr,­,6d�r it__JM ft ,, r_ .�4,".,0,�;o Or X.,01". , r,..r.,r 2 . *,,'round-top window'. fasteners. (ag�CapNalls,staples,SereWS etej, ,rr r r r.r r r fi r _ftr:- r,)r�r..b r,r , _9 ," t- 4: r;`, ­� fM.,[#;O'�'IAIV �" I rr.C r , _ r 4 , � , , r, Alr$�r" r - .11.1 -- I Ir"r r r P '*d, . r * r r Ir rr r1r'rl,'r r�r'­rrr,'�" ,,r -r,r I I I I'll I-11 Irr r r r r rr r r Irr r r"I I r I r.. . . .-I I . ,, , r r,r, r ,,t,,I^r,,,'-111-1_I 1-111, 11,I r�rr­ I I'rl­­' . I r rr r­W� ,�,',I......_r rr 'r ' "r,r , 11, r Ir r"11111 Ir I r ,h " . � r 'r r . I " it"0 -r It' I . *rN l,r,r#........I r r ' -b"rr­ �, . r - , r r _ I 1,--_,,rlr,brl,­ I �r 14'' -1 '��.rpWr 81MR, r - '.,,r,r .rr r.r, I,I r,r rr,r r"rrr r rr rrr'rl,r"I, ' b.'"'r-, ­rr1rfi,r1,­­­­, .1.I r """" . I .r� ,,r r;,d­ I r r ,, ­�r._-,r ,d,,r,rr I, r 'n t �--�r, r rr rr,1,�"r r- r Uter."r I r �­ r :r �' _ �P r"'r�1_r t r'r. 'PM r , - 2 1. � r. 0 ft . ,� , � , k 4W W R1rr­­rr­.rrr­ _ , I r I r" Owl-_iiJk':­11­r ­.� :bottom edge of sill flashing.Remove release paper and press tightly along sides of window frame,(illustration B). ,,, , #�q ­­�­­�...",I'­ � rr,b*r,I r. ...r,r , #0 A .I .r I r r I r %­ r , r r jo I � 0 ,rr rrr !r r T, ­,, - 'r... r - r 'OF r � 11 � r '$ rr'.1-,,r Ir rr _rrrl.r-.Irr_ r , ". rr I r r I'Ir I- r r r I r I rr r a , ­ ,, �� r r r� I r.Ir r r_1 r , *rf,1rr,,,,.1 . r r Ir r r -, . r r r �ab I r I r, . I tr4ft r od ­ r 11 rr j­ , ,1 Ir.I . I . , , 1. : ..I r r 0-""t v"Wf#�, ,r,,r ��,�`^"��� I r r rr ,P PqPerS:r,jn r� , : r ner r fS'r. r f; 1. r '�r"� 'r ­� ryrr - I.� ._r r r r rr -b,.,..,0 1 r ;V rr r .- --, ,6­rr.r�. __ _ .': r," a j ,. _� ,,r r r . . ,. I drf A r r rr r r r r. ��., r. . � r r � rfi . . -i; ". d b �W0 _!�rr_ r.�r >_ � -_0 0:.r! ,� �­;�'",:',4, ;wt-'r--14 ", rR � I V" :t�ftq.porj� , , ,. 1-4 _nformraround ' , ,#W 'r�r �_.,_,,.­,.',,­,r.,.I.� I r rr r.T .r. I r ,3z�,� 8�� Rmove both releals d inStall to Co r, .r�r. r r" r Ot ,r. .r"!"rM � rr , �, , Irrr r... .r- Mkpr fr* 100.1 A,� r-� " r, rW Z I . I I .1yrr ,�# , r, , ....r r I . � P,y � r r I rr - � r 11 6,�,,­­_, r r I I r rr r-,rf�! ;�'" ,r I .r C� Cuta piece of DuPont-Straightfiashm or RexWrap-for head flashing,which extends beyond outer edges of jamb fleshings.Remove ,4�" r.r:.r r r r r . r. . _�' - __ , �;#rj I ft,-.�R.a #ft, -ei < ­ ­I r r . I - ­- "r r,q, ,Irf" ,t; , ,, r! 1�% r .1 ­ I.-F �,%� - , ,.�ri'o,uvh;::� - , 11ft'4j" r I ­.,1 N �Tf,�t�!!w I ,,,, r.11 r r,1-1 ,��W*40 ;1......r"r iq*- as#&kz I :.., 1- _1#,",1 O,rr rrr r"r,r'.�r,:rr­rrrr4­r.­ W r y,--1 1'r 100�� �.r I r r r r r r.I r'..r.rlr .rrrrr­1.111­1r­.11� �tj ,W :, - A ­­­­ J'� ", r _­rrrr­rr*­, -1-1-,r,-, _-_-r­,r_ ", ,_ r, , W,fi",, f44WSt4"r.0 I . e r ,r " Of ,""001YOr'_r . ," I,r,,ry d r� r, ,,,, . ,, _ _ 6 r , -­ 0 P of window,coveringentire mounting flange and r � qj1d' 1r;.M.rrr rr!j '.�, � , : I r r�­ . .rr-1.1 . "" ­ >_ release paper and install completely covering momiting flail 1�'_ Itc , . I r :,, �"�*r r V1 4, - I r �a ft 3P.M , , ge and a boring to exposed sheathing or framing members.(illustration Q ml"IW r : I Ir,r�- �:�,r . ,,r,�­rrrr­ r rrjrr.rrr.r..V#wf _ � . �� .r rr I rr'r,Wr ­� ­. r . - ,M,r . ,��04�*� M - . 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These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection �.­�,'__", � , , Z. 4,��". � .1 I _-,, ;Z,,, Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A5E 1 �,� 'rj't 11 I �.� �,� �:�4 :,�41t M ,�` "- �r, N �"H ._1�1'1 I,'-"- �� r 0 -..dl . , - . . - __ . I .­�� . __ I ,1. . I . 0 N I 1, - � '_ �,, composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of � 5r�' - I i ill ;� these materials can result in substantial criminal and civil liability. � i I . � � DO NOT MEASURE DRAWINGS NOM OF MY RM ALL D "CIES PRIOR TC CONSTRUCTION. SEB GENERAL NOTES Q REVISION #5 - REVISED SECOND FLOOR PLAN (AS PER RPC FLOOR & ELECTRICALWINDOW SCHEDULE WINDOW SCHEDULE PLANS) AS OF: JUNE 5, 2014 TENENUIOS FITNESS CENTER CLUB HOUSE 0 REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS SIZE FRAME HRW DETAILS SIZE FRAME HRWR. DETAILS N a MARK QUANTITY LOCATION (RM. #) REMARKS TYPE QUANTITY LOCATION (RM. #) REMARKS N � M I REVISION #5.1 - CORRECTIONS (AS PER WT. HT. TYPE GROUP HEAD JAMB SILL WT. HT. TYPE GROUP HEAD JAMB SILL -0 C RPC FLOOR & ELECTRICAL PLANS) „ 2/A6.20 1/A6.20 ANDERSEN 2-2850 DBL. HUNGS FIXED W/2-2816 ti co ` LO o C 6 GROUP FITNESS (151) 21-411 21-411 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT(FIXED) A5 2 FOYER (100) 21-811 5-0 15/A6.21 -N EL 00 AS OF: JUNE 18, 2014 SIM. SIM. TRANSOMS (ABOVE) PANELING (ABOVE/BELOW) CD •54 - 0 Al 2 TENNIS PRO SHOP (160) 3'-O" 5'-0" ANDERSEN DOUBLE HUNG (OPERABLE) C 1 RECEPTION (101) 2'-4" 2'-4" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT(FIXED) o o �'? U .do U O) 1 CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP(122). C 4 EXERCISE ROOM (154) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) A 1 MEMBERSHIP OFFICE (102) 3'-0" 6'-0" ANDERSEN DOUBLE HUNG (OPERABLE) M 0 REPLACED WESTERN-MOST WINDOW OF MEN'S LOCKERS (127) C/) I_ A4 3 EXERCISE ROOM (154) 3'-0" 5'-0" ANDERSEN 2-3050 DOUBLE HUNGS (OPERABLE) C 1 WAITING AREA(103) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) N W/DOOR CHS. REPLACED ORIGINAL POSITION OF CHS, a) CD � i= co o LO EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON , „ ,� , Cn � -4 - 4 M F 1 RECEPTION (150) 2 2 ANDERSEN 2'-4" DIAMETER CSMT. (FIXED) Al 1 CLUB MANAGERS OFFICE (105) 21-611 6-0 ANDERSEN DOUBLE HUNG (OPERABLE) -rn _ a� WALL BETWEEN WOMEN'S PRIVATE VESTIBULE(129)AND SHOE T No N SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM A 3 MULTI-PURPOSE ROOM (107) 3'-0" 6'-0" Nle 0 ANDERSEN DOUBLE HUNG (OPERABLE) CU CP � _o 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. LEGEND NOTESB 3-011 4'-0" ANDERSEN OVAL WINDOW FIXED a- •� REVISED DOOR&WINDOW SCHEDULES. 1 TABLE STORAGE (110) 3/A6.20 2/A6.20 1/A6.20 ( ) C `� SIM. SIM. SIM. U ca O 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA N 2 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER 139 . 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W SOLEX�" GLASS IMPACT. HURRICANE C2 2 WASH STATION (112) 2'-4" 2'-4" 0-O 0 � Q ( ) # WINDOW TAG 4 _ SIM. SIM. SIM. SHUTTER (BELOW) � PROTECTION PER STORM SHIELD SYSTEM FLORIDA PRO UCT APPROVAL NUMBER FL6317 ~ {° CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA REFER TO SHOP DRAWINGS FOR WINDOW AND STORMS IELD SPECS AND INSTALLATION. ALL C2 2 FOOD & BEVERAGE OFFICE (113) 2'-4" 2'-4" 0000 N DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL#7237. SIM. SIM. SIM. SHUTTER (BELOW) 0 3 REVISED DOOR CH8 TO SHOW 2 OPERABLE'FRENCH DOORS'W/ 1 E 1 FOOD SERVICE (115) 5'-0" 3'-6" 6/A6.20 5/A6.20 4/A6.20 Sim. SIM. SIM. 2-PANEL SLIDING WINDOW (OPERABLE) FIXED. 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED&VERIFIED PRIOR TO ORDERING. C 1 HANDICAP RESTROOM (111A) 2'4" 2'-4" 61A6.20 5/A6.20 4/A6.20 ANDERSEN CASEMENT (FIXED) 4 REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM(107) � SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE 3/A6.20 2/A6.20 1/A6.20 B 2 GRILL 121 3'-0" 4'-0" ANDERSEN OVAL WINDOW FIXED { ) SIM. SIM. SIM. (FIXED) O5 REVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE D 6 GRILL (121) 5'-6" 6'-8" 9/A6.20 8/A6.20 7/A6.20 ANDERSEN PICTURE WINDOW LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO WINDOW TYFIES3/A6.20 2/Afi.20 1/A6.20 9'-0" HEADER HT. REVISED DOOR SCHEDULE. C 2 GOLF PRO SHOP (122) 3'-0" 8'-0" SIM. SIM. SIM. ANDERSEN CASEMENT (FIXED) C3 1 GOLF PRO SHOP 122 3'-0" 3'-0" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE 0 REVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE ( ) SIM. SIM. PANEL (BELOW)W/SHUTTERS ABOVE KITCHEN (111). ADDED 3-3050 SHUTTERS TO NORTH2 MEN'S LOCKERS (127} 3'-0" 3'-0" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 3030 CSMT. OPERABLE CONSULTANTS C3 FASCADE. SIM. SIM. PANEL (BELOW)W/SHUTTERS WOMEN'S LOCKERS (130)/ ,- „ ,- „ STRUCTURAL � C 3 PRIVATE VEST. (129} 3 0 3 0 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) MCVEIGH & MANGUM 7 REVISED DOORS T4(MEN'S TENNIS R.R.-152)&T3 (WOMEN'S -7 0M7 BUIE] „ 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA TENNIS RESTROOM - 153)TO SHOW HALF GLASS DOORS. �C2� 1 WOMEN'S RESTROOM (133) 21-411 2-4 SIM. SIM. SIM. SHUTTER BELOW ENGINEERING, INC. 77771 (BELOW) 9133 RG SKINNER PARKWAY REVISED DOOR SCHEDULE. MIUE9 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA JACKSONVILLE FL 32256 C2 1 HANDICAP RESTROOM (133A) 21-4 21-4" SIM. SIM. SIM. SHUTTER (BELOW) PH: 904.483.5200 OADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S C2 2 WOMEN'S SHOWERS (134) 2'-4" 21-4" 6/A6.20 5/A6.20 4/A6.20 ANDERSEN 2424 CSMT. FIXED W/2450 BAHAMA MP&FP OFFICE (201). REVISED WINDOW SCHEDULE. SIM. SIM. SIM. SHUTTER (BELOW) 14/A6.21 5/A6.20 13/A6.20 MCVEIGH & MANGUM A2 16 MAIN CLUHOUSE ROOF 3'-0" _5'-0" ANDERSEN DOUBLE HUNG (FIXED) ENGINEERING, INC. REVISED BEVERAGES (119A)&EQUIPMENT IN KITCHEN (111). r SIM. SIM. SIM. 9133 RG SKINNER PARKWAY A3 2 FOYER-TOWER (100) 3'-0" 6'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN 3060 DBL. HUNG W/3060 BAHAMA JACKSONVILLE, FL 32256 SIM. SIM. SIM. SHUTTER PH: 904.483.5200 � Al A2 A3 REVISED EQUIPMENT IN BAR(120). w 10 C1 12 FOYER-TOWER 100 21-4" 2'-8" 9/A6.20 8/A6.20 7/A6.20 ANDERSEN 2428 CSMT. FIXED ELECTRICAL MCVEIGH & MANGUM a 11 REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)&FOOD& C 1 GENERAL MANAGER'S 3'-0" 3'-0" 31A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) ENGINEERING INC. BEVERAGES WINDOW(005)BY V-2"(VERTICAL DIMENSION) OFFICE 201 D DOUBLE HUNG WINDOW DOUBLE HUNG WINDOW DO BLE HUNG WINDOW DOUBLE HUNG WINDOW g GENERAL MANAGER'S 9133 RG SKINNER PARKWAY C 1 OFFICE 201 6'-0" 4'-0" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) JACKSONVILLE,FL 32256 0 12 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). A W/SHUTTERS Al ANDERSEN 'A' SERIES A2 DORMER/CLERESTORY A3 W/ BAHAMA SHUTTER PH: 904.483.5200 0 ANDERSEN 'A' SERIES AN ERSEN 'A' SERIES ANDERSEN 'A' SERIES U_ REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. LANDSCAPE ARCHITECT 0 LEGEND NOTES EUTHENICS STUDIO Z1650 BEACH AVENUE z G REVISED DINING HALL(119)CLERESTORY/DORMERS TO SHOW ATLANTIC BEACH, FL 32233 WOOD SURROUND. REMOVED ALL SECONDARY BEAMS 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/ SOLEX4" GLASS, IMPACT. HURRICANE PH: 904.246.6219 w REMOVED. REMOVED ALL DINING LOGGIA(116)BEAMS&WOOD PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - CEILING FINISH. REPLACED W/GYP. BD. REFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL 3 # WINDOW TAG DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL#7237.2 REVISION DATE PERMIT SET 12/13/13 O 14 REVISED LIFE SAFETY PLAN 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED&VERIFIED PRIOR TO ORDERING. REVISION 1114 o PLAN CHANGES z S REVISED GABLE END ROOF AT RECEPTION (150)TO SHORTER C SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE REVISION 03/25/14 w OVERHANG. VF/777LIFE SAFETY PLANS REVISION 3 MEETING COMMENTS 04/17/14 Z rA /,� REVISIONS 05/22/14 m 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE CASEMENT WINDOWS RPC PLAN REVISIONS r/ p W/PETE RODRIGUESFA C ANDERSEN 'A' SERIES � REVISON of 2 WINDOW SCHEDULE //Oz /�SA RPC PILAN REVISIONS 06/18/14 O LLa Z o C3 _ Q00 `CABANA BATH ARCHITECTS SEAL U 00 Z SIZE( DETAILS B MARK QUANTITY LOCATION RM. # FRAME HRWR. REMARKS U w WT. HT. TYPE GROUP HEAD JAMB SILL Cn3 _ C 1 VESTIBULE (141) 21-4" 21-4" 3/A6.20 2/A6.20 1/A6.20 ANDERSEN CASEMENT (FIXED) o A4 C o q5 C 11/2 HANDICAP RESTROOM (142A) 2'4" 2'-4" ANDERSEN CASEMENT (FIXED) o w g 2- DOUBLE HUNG WINDOWS DOUBLE HUNG WINDOW OVfkL WINDOW CASEMENT WINDOW C 21/2 HANDICAP RESTROOM (145A) 21-4" 2'-4" ANDERSEN CASEMENT (FIXED) a o A4 ANDERSEN 'A' SERIES A5 W/TRANSOMS & PANELS B AN ERSEN 'A' SERIES C1 CLERESTORY C ANDERSEN 'A' SERIES ANDERSEN 'ASERIES 2 VESTIBULE (144) 2'-4" 2'-4" ANDERSEN CASEMENT (FIXED) ' 14/A6.21 5/A6.20 13/A6.20 m A2 2 CABANA ROOF 3'-0" 5'-0" ANDERSEN DOUBLE HUNG (FIXED) rr SIM. SIM. SIM. Cn0 0 w U CADD DWG. FILE NO. LEGEND NOTESIT O O (L _ 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/SOLEX 14" GLASS, IMPACT. HURRICANE SCALE w iv M # WINDOW TAG PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - AS SHOWN j - mugREFER TO SHOP DRAWINGS FOR WINDOW AND STORM SHIELD SPECS AND INSTALLATION. ALL m -1 DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL#7237.2 DRAWN BY a 2-PANEL SLIDING WINDOW SMZ Y OR E 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED&VERIFIED PRIOR TO ORDERING. LEGAL DESCRIPTION o3.1 - - a) o _ o SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE i co b co I- O N I-- a� _ zzzzzzA PROJECT PHASE O o C2 C3 D E_ PERMIT SET w wPROJECT NUMBER o E 18-11- 07 CASEMENT WINDOW CASEMENT WINDOW PIC URE WINDOW CASEMENT WINDOW C2 W/BAHAMA SHUTTER(BELOW) C3 W/WOOD PANEL (BELOW) D AN ERSEN 'A' SERIES F W/WOOD PANEL (BELOW) a NEW CONSTRUCTION Uj ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES ANDERSEN 'A' SERIES H U LEGEND NOTES ATLANTIC BEACH, FLORIDA U fY 1. ALL STOREFRONT GLASS TO BE KAWNEER SERIES 401 W/SOLEX 4 GLASS, IMPACT. HURRICANE ATLANTIC BEACH o # WINDOW TAG PROTECTION PER STORM SHIELD SYSTEM, FLORIDA PRODUCT APPROVAL NUMBER FL6317 - Y COUNTRY CLUB o REFER TO SHOP DRAWINGS FOR WINDOW AND STORMS IELD SPECS AND INSTALLATION. ALL DOORS TO BE TRIFAB 451 W/190/350 FL APPROVAL#7237.42 6 7. { 0 2. ALL OPENINGS ON WINDOWS TO BE FIELD MEASURED&VE IFIED PRIOR TO ORDERING. W I N DO < o w N awe ' I SCHEDUL 3 SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE ,. xLV - , These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the A601 0 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 9 P Pa 9 r: these materials can result in substantial criminal and civil liability. i i i DOOR SC HEDULE DOOR SCHEDULE DO NOT MEASURE DRAWINGS NOTff'Y AH0mor OF ANY AND ALL DISCREPANCIES RCLUB HOUSE 'CH ' OFFICE SECURITY HVAC TION. NBB GENERAL NOTES A8REVISION #8 - REVISIONS AS PER RPC CORRECTIONS BASED EXSTING FIELD SIZE FRAME HDWR. DETAILS SIZE FRAME HDWR. DETAILS MEASUREMENTS DOOR TYPE LOCATION REMARKS DOOR TYPE LOCATION REMARKS # WT. HT. TYPE GROUP HEAD JAMB SILL # WT. HT. TYPE GROUP HEAD JAMB SILL AS OF: OCTOBER 8, 2014 CH 1 C�) FOYER (100) 6'-0" 8'-0" 0/A6.21 19/A6.21 18/A6.21 ANDERSEN 2-3080 DOORS OPERABLE W/2-3016 TRANSOMS Al [-E 1 GENERAL MANAGERS 5'-0" 7'-0" 29/A6.21 28/A6.21 27JA6.21 co & FLANKING 1680 SIDELITES W/ 1616 TRANSOMS OFFICE (201) 4q. o 1 REVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS& CH2CODGOLF PORCH (008) 3'-0" 8'-0" 3/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) A2 E1 SECURITY AREA(203) 3'-0" 7'-0" cc' N 0 0o co FIELD MEASUREMENTS RESTROOMS, DOOR SWINGS,WALL -mo „ „ HVAC/ MECHANICAL „ „ o 00 •I` o 3ck:) GOLF PORCH (008) 3-0 8-0 61A6.21 25/A6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) A3 E 1 3-0 7-o U- o LO LOCATIONS, ROOM ACCESS ETC.). MEZZANINE 204FO"4 -co') CO a� o rn CH3A g GOLF PRO SHOP (122) 3'-0" 8'-0" 6/A6.21 25JA6.21 24/A6.21 ANDERSEN DR. UNIT (OPERABLE) c o -, 0 2 EQUIPMENT AS PER RPC DRAWINGS. O N a REVISED BAR 120 EQ LEGEND NOTESU C rn o GOLF PRO SHOP 122 3/A6.21 22/A6.21 21/A6.21 rn CH4 © ( } 6'-0" 8'-0" ANDERSEN 2-3080 DR. UNIT (OPERABLE) & SIDELITE ASSEMBLY a Co O REVISED KITCHEN 111 EQUIPMENT AS PER RPC DRAWINGS. SIM. SIM. SIM. Cc o CO I'' CH5 B1 COVERED PATIO (007) 5'-0" 8'-0" 3/A6.21 22/A6.21 21/A6.21 ANDERSEN 2-3080 DR. UNIT (OPERABLE) 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER N EXTERIOR DOOR TAG0$; L � # IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION �.t = co o LO CH6C��) DINING PATIO (006) 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT (2 OPERABLE / 1 FIXED) cn rn ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. •""' CN o .L . � C) CH7 B2 DINING PATI 6'-0" 8'-0" ANDERSEN 3-3080 DR. UNIT(3 FIXED) FOR HARDWARE PACKAGE " � °' DINING PATIO 006 '- " _ SEE VENDERSPECIFICATIONS c rn M CH8 B2 ( ) 6 0 8 0 ANDERSEN 3 3080 DR. UNIT (2 OPERABLE/ 1 FIXED) Q_ a TO CCODDINING PATIO (006) 6-0 8-0 H9ANDERSEN 3-3080 DR. UNIT (3 FIXED) DOOR SCHEDULE 04 a p '0 " „ N U CH 10 B2 DINING PATIO (006) 6-0 8-0 ANDERSEN 3-3080 DR. UNIT(2 OPERABLE/ 1 FIXED) c � N CH11 B2 KITCHEN (111) 6'-0" 8'-0" 6/A6.21 25/A6.21 24/A6.21 ANDERSEN 3-3080 DR. UNIT (2 OPERABLE/ 1 FIXED) FOOD & BEV. 6/A6.21 25/A6.21 24/A6.21 CH12 OD 3'-6" 8'-0" HOLLOW CORE METAL DOOR CABANA BATH 'CB' WINDOW (005) SIM. SIM. SIM. CH13 D DELIVERY ENTRY(002) 3'-0" 8'-0" 3/A6.21 22/A6.21 21/A6.21 HOLLOW CORE METAL DOOR SIZE DETAILS O Sim. sIM. sIM. FRAME HDWR. DELIVERY ENTRY 002 �_ �� �_ �� 3/A6.21 22/A6.21 21/A6.21 DOOR TYPE LOCATION REMARKS (�Oj4 ( ) 3 0 8 0 SIM. SIM. SIM. HOLLOW CORE METAL DOOR WT. HT. TYPE GROUP HEAD JAMB SILL # CH15 (�4D C�DELIVERY ENTRY(002) 3'-6" 8'-0" 6/A6.21 25/A6.21 24/A6.21 HOLLOW CORE METAL DOOR F STORAGE (009) 3'-0" 8'-0" 23/A6.21 22/A6.21 21/A6.21HOLLOW CORE METAL DOOR C�D SIM. SIM. SIM. SI SI SI . CONSULTANTS CH1 G2 MEMBERSHIP OFFICE (102) 5'-0" 8'-0" 9/A6.21 28/A6.21 27/A6.21 F1 LAUNDRY (143) 6'-0" 8'-0" HOLLOW CORE METAL DOORS - 2-3080 1 1 F I I I (��) 0 STRUCTURAL CH2 E VESTIBULE (135) 3'-0" 8'-0" (CO) CFD VESTIBULE (141) 3'-0" 8'-0" HOLLOW CORE METAL DOOR MCVEIGH & MANGUM WOMENS PRIVATE ENGINEERING, INC. CH3 E RESTROOM 132 3'-0" 8'-0" CB4C�DVESTIBULE (144) 3'-0" 8'-0" HOLLOW CORE METAL DOOR( ) 9133 RG SKINNER PARKWAY -] HANDICAP 29/A6.21 28/A6.21 JACKSONVILLE, FL 32256 CH4 G2 WOMENS SHOWERS 34} 2'-10" 8'-0" WOOD LOUVERED DOOR-TOP OF DOOR @ 8'-0"A.F.F. CB1 © 3'-0" 5'-0" N /A PH: 904.483.5200 RESTROOM (145A) SIM. SIM. CH5 G2 WOMENS SHOWERS 2'-8" 8'-0" WOOD LOUVERED DOOR-TOP OF DOOR @ 8'-0"A.F.F. CB2 G WOMENS POOL 2'-0" 5"-0" M P&FP Nk RESTROOM 145 HANDICAP RESTROOM 9lA6.21 28/A6.21 MCVEIGH & MANGUM CH6 G2 2-10 8-0 N /A WOOD LOUVERED DOOR-TOP OF DOOR @ V-0"A.F.F. CB3 G WOMENS POOL , 2'_0" 5"-0" ENGINEERING, INC. (133A) SIM. SIM. I RESTROOM 145 ( ) 9133 RG SKINNER PARKWAY CH7 G WOMENS 2'-0" 5'-0" 9/A6.21 28/A6.21 N /A WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. CB4 G WOMENS POOL 2'_0" 5"-0" JACKSONVILLE, FL 32256 RESTROOM (133) SIM. SIM. � RESTROOM 145 PH: 904.483.5200 CH8 G WOMENS 21-011 51-091 9/A6.21 28/A6.21 N /A WOOD LOUVERED DOOR-TOP OF DOOR @ 6-6 A.F.F. CB5 G WOMENS POOL 21-011519-011 ELECTRICAL RESTROOM (133) SIM. SIM. RESTROOM 145 ( ) MCVEIGH & MANGUM _ . . .HANDICAP _ CH9F FDC/RISER (131) 3'-0" 8'-0" 9/A6.21 28/A6.21 27/A6.21 L�C�B6 © 3'-0" 5'-0" ENGINEERING, ui RESTROOM (142A) 9133 RG SKINNER PARKWAY CH10 E WOMENS RESTROOM (137) X-0" 8'-0" 9/A6.21 28/A6.21 27/A6.21 CB7 G MENS POOL 2'-0" 5"-0" JACKSONVILLE, FL 32256 RESTROOM 142 w ( ) PH: 904.483.5200 = ICH11 © WOMENS RESTROOM (137) 2'-0" 5'-0" 9lA6.21 28/A6.21 N /A WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. CB8 G MENS POOL 2'-0" 5"-0" LANDSCAPE ARCHITECT SIPA. SIM. RESTROOM (142) _ WOMENS RESTROOM 137 2'-0" 5'-0" �• EUTHENICS STUDIO CH 12 © ( ) WOOD LOUVERED DOOR-TOP OF DOOR @ 6 6 A.F.F. 1650 BEACH AVENUE D LEGEND NOTES ATLANTIC BEACH, FL 32233 z CH 13 © WOMENS RESTROOM (137) 2'-0" 5'-0" WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. PH: 904.246.6219 HANDICAP RESTROOM U_ CH14 G2 (137A) 2'-10" 7'-0" WOOD LOUVERED DOOR-TOP OF DOOR @ 7'-0"A.F.F. 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3, SEE EXTERIOR ELEVATION AND MANUFACTURER REVISION DATE z EXTERIOR DOOR TAG IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION w CH 15 LE RESTROOM FOYER (139) 3'-0" 8'-0" 9/A6.21 28/A6.21 27/A6.21 C#D PERMIT SET 12/13/13 z O ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. REVISION 01/31/14 z CH 16 E MENS RESTROOM (138) 3'-0" 8'-0" 9/A6.21 28/A6.21 27/A6.21 PLAN CHANGES w REVHANDICAP RESTROOM " 9/A6.21 28/A6.21 SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE LLIFEISAOFETY PLANS 03/25/14 CH 17 G 2-0 5-0 N/A WOOD LOUVERED DOOR-TOP OF DOOR 6'-6"A.F.F. REVISION (101) SI . SI °� HANDICAP RESTROOM MEETING COMMENTS 04/17/14 CH 18 G2 (138A) 2'-10" 7'-0" WOOD LOUVERED DOOR-TOP OF DOOR @ 7'-0"A.F.F. � � REVISIONS 05/22/14 0 /4�4.� RPC PLAN REVISIONS � HANDICAP RESTROOM/ „ REVISION Z ICH191 © SHOWER (1286) 2'-10" 51-0" 9/A6.21 28/A6.21 27/A6.21 WOOD LOUVERED DOOR-TOP OF DOOR @ 6-6 A.F.F. 5 06/18/14 RPC PLAN REVISIONS DOOR SCHEDULE Z CH2O I SHOWER (128A) 2'-0" 5'-0" 9/A6.21 28/A6.21 27/A6.21 WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. 0 REVISION 07/28/14 OWNER'S REVISIONS > MEN'S PRIVATE RESTOOM REVISION-RPC ADA CH21 E 129 3'-0" 8'-0" �91A6.21 28/A6.21 27/A6.21 BUILDING CODE REVISIONS 08/07/14 ) o � REVISION-RPC - 10!08/14 0 1 8 H21.1 G SHOWER (128A) 2'-0" 5"-0" SI .2 2 SI 1%0 .21 N A OD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. 8 FIELD MEASUREMENTS U_ ANN, z CH22 E WOMEN'S LOCKERS 130 3'-0" s'-o" SIZE F RAM E HDWR. DETAILS D ( ) DOOR TYPE LOCATION REMARKS o WT. HT. TYPE GROUP HEAD JAMB SILL a CH23 �E SHOE SHINE AREA(129A) 2'-6" 8'-0" # ARCHITECT'S SEAL z CtiD C�i) TENNIS PRO SHOP (160) 6'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) MENS TENNIS o GOLF PRO SHOP OFFICE T2 B 3'-0" 8"-0" 23JA6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) U CH24 E 3'-0" 8'-0" RESTROOM (152) w (123) m WOMENS TENNIS CH25 E MERCHANDISE STORAGE 3'-0" 8'-0" T3 RESTROOM (153) 3'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (OPERABLE) w (124) o GENERAL MANAGER'S =T4 F MECHANICAL (011A) 3'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21HOLLOW CORE METAL DOOR SIM. SIM. SIM. o CH27 E1 GOLF PRO SHOP (122) 3'-0° s'-o° T5 B1 Uj GROUP FITNESS (151) 6'-0" 8"-0" 23/A6.21 22/A6.21 21/A6.21 ANDERSEN DR. UNIT (FIXED) C GROUP FITNESS (151) 6'-0" 8"-0" ANDERSEN DR. UNIT (FIXED) N T6 B1 - CH28 E2 DRAFT MECH. (120B) X-6" 8'-0" o LIQUOR STRG. & T7 B1 GROUP FITNESS (151) 6'-0" 8"-0" ANDERSEN DR. UNIT (FIXED) m CH29 E2 COOLER 120A 3'-0" 8'-0" ( ) a o CH30 H LIQUOR STRG. & 4'-0" 8'-0" WOOD LOUVERED BIFOLD DOORS -2-2080 4 PANELS) T8 B1 RECEPTION (150) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) O O COOLER 120A ( v , T9 B1 EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (FIXED) CADD DWG. FILE NO. H30 =E1 DINING LOGGIA 116 6-0 8-0 DOORS -2-3080� ( ) aT10 B1 EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) w CH36 �E DINING LOGGIA(116) 3 0 8 0 FULL SWING DOOR SCALE w EHANDICAP RESTROOM 3'-0" 8'-0" T11 B1 EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (FIXED) AS SHOWN �' ICH37] (111A) D DRAWN BY w T12 B1 EXERCISE ROOM (154) 6'-0" 8"-0" ANDERSEN DR. UNIT (OPERABLE) a CH38 IE OFFICE (113) 3'-0" 8'-0" SMZ WOMENS TENNIS 29/A6.21 28/A6.21 Y T1 G 2'-0" 5"-0" N /A WOOD LOUVERED DOOR -TOP OF DOOR @ 6'-6"A.F.F. LEGAL DESCRIPTION cc CH39 HALL (109) 3'-0" 8'-0" FULL SWING DOOR RESTROOM (153) SIM. SIM. HANDICAP 29/A6.21 28/A6.21 z HALL 109 6'-0" 8'-0" T2 © RESTROOM (153B) 1 8 5"_0„ SIM. SIM. N/A WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. CH40 E1 ( ) U_ WOMENS TENNIS 29/A6.21 28JA6.21 H MULTI-PURPOSE ROOM 3'-0" 8'-0" T2'1 © RESTROOM (153) 2��„ ��-0" SIM. SIM. N /A WOOD LOUVERED DOOR-TOP OF DOOR @ 6'-6"A.F.F. _ CH41 E1 107 aa. WOMENS TENNIS _ „ „_ „ 29/A6.21 28JA6.21 27/A6.21 PROJECT PHASE o MULTI-PURPOSE ROOM 24'-0" 8'-0" SPECS.) T3 RESTROOM (153) 8 0 SIM. SIM. SIM. z CH42 � 107 RETRACTABLE OPENING (SEE MANUFACTURERS E ) PERMIT SET o MENS TENNIS 29/A6.21 28/A6.21 27/A6.21 MULTI-PURPOSE ROOM ,_ „ 4 E � CH43 E 6-0 8 0 T4 E RESTROOM (152) 3'-0" 8"-0" SIM. SIM. SIM. PROJECT NUMBER w 107 co ,- „ ,_ „ T5 © HANDICAP 3'-0" 5"-0" 29/A6.21 28/A6.21 N !A WOOD LOUVERED DOOR- TOP OF DOOR @ 6'-6"A.F.F. 18-11- m CH45 GALLERY (104) 3 0 8 0 RESTROOM (1 52B) SIM. SIM. T6 E GROUP FITNESS (151) 3'-0" 8"-0" 29JA6.21 28/A6.21 27/A6.21 DINING HALL 119 6-0 101-011 - - - SIM. SIM. SIM. CH46 =E3 ( ) 2 3 0 x 10 0 POCKET DOORS J 29/A6.21 28/A6.21 27/A6.21 Q T7 E1 TENNIS PRO SHOP (160) 6'-0° 8"-0° NEW CONSTRUCTION w SIM. SIM. SIM. j T8 �E CLOSET (161) 3'-0" 8"-0° 29/A6.21 28JA6.21 27JA6.21 LEGEND t4OTES U SIM. SIM. SIM. ATLANTIC BEACH, FLORIDA 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURERLEGEND NOTES U C�D EXTERIOR DOOR TAG IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION ATLANTIC BEACH z ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. COUNTRY CLUB °� # EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER C O IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION Ci SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. 0 DOOR SCHEDULES N �C SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE O A y, U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright rotections apply to the PP PP Y A6 1 V� zoverall form of the structures,the arrangement and composition of s�' 9 �spaces,the materials and selections,and all other elements of the design, Unauthorized use of p. . these materials can result in substantial criminal and civil liability. REVISIONS #8 RPC FIELD MEASUREMENTS 10108/14 DO NOT MEASURE DRAWINGS i NOTIIi'Y ARCffiMM OF ANY AND JILL DISCWM= DOOR TYPES PMOR TO CONSTRUCTION. SNB GENERAL NOTES 0 REVISION #5 — REVISED SECOND FLOOR PLAN AS PER RPC FLOOR & ELECTRICAL EXTERIOR PLANS) AS OF: JUNE 5, 2014 i O REVISED SECOND FLOOR PLAN AS PER RPC ELECTRICAL PLANS �N 1 , 0) N O N O CN co REVISION #5.1 - CORRECTIONS AS PERU `� M - RPC FLOOR & ELECTRICAL PLANS) ,° C 00 Fool AS OF: JUNE 18 2014 OR N �;O > CV' � o 0 p 'nM �N U Y 1 o CHANGED SWING OF DOOR CH3A OF GOLF PRO SHOP 122 . ol (a Q_ .1--oca I REPLACED WESTERN-MOST WINDOW OF MENS LOCKERS (127) o Uj N W/DOOR CH3. REPLACED ORIGINAL POSITION OF CH3, 0 lCj nF_11 IrLL s. � 00 00 EASTERN-MOST POSITION W/C3 WINDOW. REMOVED COMMON (n co M WALL BETWEEN WOMEN'S PRIVATE VESTIBULE (129)AND SHOE SHAKE BRICK a � 04 ccoo SHINE AREA(129A). REMOVED DOOR CH22A. RENAMED ROOM C�D CONDITION C�:J CONDITION 2 B1 U `'' o 129 TO PRIVATE VESTIBULE. REVISED DOOR CH23 TO 2680. DOUBLE DOOR ASSEMBLY W/TRANSOMS & SIDELITES SINGLE DOOR DOUBLE DOOR ASSEMBLY a ° M REVISED DOOR&WINDOW SCHEDULES. ANDERSEN 'A' SERIES © ANDERSEN 'A' SERIES 81 ANDERSEN 'A' SERIES WOOD PANEL DOORS EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWARE 2 O a0 ADDED DOOR CH15A TO CHASE IN RESTROOM FOYER(139). cc CHANGED POCKET DOOR CH29 TO CASED OPENING 4080. C-4 U co �r O GV REVISED DOOR CH8 TO SHOW 2 OPERABLE 'FRENCH DOORS'W/ 1 -MUM111111 III FIXED. ( 4 ) REVISED SWING OF DOOR CH41 OF MULTI-PURPOSE ROOM (107) U5 REVISED DOORS CH31 -CH35 TO SHOW CASED OPENINGS(SEE LOCATIONS FOR WIDTHS. ALL OPENINGS HAVE CHANGED TO 9'-0" HEADER HT. REVISED DOOR SCHEDULE. OR ol lo, OREVISED CHAMFERED CORNERS OF FLAT ROOF/MEZZANINE00 ABOVE KITCHEN (111). ADDED 3-3050 SHUTTERS TO NORTH 01 CONSULTANTS FASCADE. STRUCTURAL 7 REVISED DOORS T4(MEN'S TENNIS R.R. - 152)&T3 (WOMEN'S - MCVEIGH & MANGUM TENNIS RESTROOM - 153)TO SHOW HALF GLASS DOORS. SHAKE BRICK 2 ENGINEERING, INC. CONDITION B2 CONDITION9133 RG SKINNER PARKWAY REVISED DOOR SCHEDULE. 2 2 C�D JACKSONVILLE, FL 32256 PH: 904.483.5200 OADDED 6040 WINDOW TO NORTH WALL OF GENERAL MANAGER'S TRIPLE DOOR ASSEMBLY DOUBLE DOOR ASSEMBLY W/SIDELITES MP&FP OFFICE (201). REVISED WINDOW SCHEDULE. 82 ANDERSEN 'A' SERIES C�:) ANDERSEN 'A' SERIES MCVEIGH & MANGUM e .EQUIPPED WITH PANIC HARDWARE EQUIPPED WITH PANIC HARDWAREINC. ENGINEERING, INC O REVISED BEVERAGES(1 9133 RG SKINNER PARKWAY19A)& EQUIPMENT IN KITCHEN (111). L 22 ui JACKSONVILLE, F 3 56 — PH: 904.483.5200 w 10 REVISED EQUIPMENT IN BAR(120',. ELECTRICAL a O11MCVEIGH & MANGUM REDUCED PLATE HEIGHT OF DELIVERY ENTRY(002)& FOOD& ENGINEERING, INC. BEVERAGES WINDOW(005)BY V-2"(VERTICAL DIMENSION) 9133 RG SKINNER PARKWAY o JACKSONVILLE, FL 32256 Y PH: 904.483.5200 0 12 ADDED AWNING/COVER&COLUMNS TO DINING PATIO(006). U_ REVISED GRILL(121)WINDOWS TO SHOW PANELS BELOW. OR LANDSCAPE ARCHITECT EUTHENICS STUDIO Z 1650 BEACH AVENUE co 13 REVISED DINING HALL(119)CLERESTORY/DORMERS TO SHOW ATLANTIC BEACH, FL 32233 0 U WOOD SURROUND. REMOVED ALL SECONDARY BEAMS PH: 904.246.6219 Z REMOVED. REMOVED ALL DINING LOGGIA(116)BEAMS&WOOD CEILING FINISH. REPLACED W/GYP. BD. REVISION DATE PERMIT SET 12/13/13 o SHAKE BRICK a 14 REVISED LIFE SAFETY PLAN CONDITION CONDITION 0 REVISION 01/31/14 PLAN CHANGES o Z 15 REVISED GABLE END ROOF AT RECEPTION (150)TO SHORTER SINGLE DOOR DOUBLE DOOR ASSEMBLY 0 REVISION 03/25/14 a LIFE SAFETY PLANS OVERHANG. METAL D1 METAL REVISION 04/17/14 Z MEETING COMMENTS m 16 REVISED CEILING HEIGHTS ACCORDING TO TELECONFERENCE REVISIONS&A 05/22/14 p WINTERIOR /PETE RODRIGUES RPC PLAN REVISIONS /5�T REVISION 06/18/14 RPC PLAN REVISIONS O Z a Z o " w -- Q U � ARCHITECT'S SEAL Z D O ` U w I w 2 H O OC O o I w a cn 0 w EE E1 E2 E3 F co0 o PANELED DOUBLE PANELED POCKET DOUBLE POCKET DOORS TRIFOLD LOUVERED DOOR j 1 DOOR E1 DOOR ASSEMBLY E2 DOOR E3 WOOD F WOOD CADD DWG. FILE NO. a WOOD WOOD WOOD a SCALE w AS SHOWN cn w _ DRAWN BY } C° OPEN SMZ a r- Y LEGAL DESCRIPTION ccO cn F_ LL O oC 00 L0 Q_ Q Q PROJECT PHASE O Z PERMIT SET o w PROJECT NUMBER w w CO OPEN 18-11- F1 © 0 a NEW CONSTRUCTION w BIFOLD LOUVERED DOOR LOUVERED BIFOLD of DOOR wooD F1 G U H LOUVERED DOOR WOOD WOOD ATLANTIC BEACH, FLORIDA LEGEND NOTESU a U ATLANTIC BEACH Y Z COUNTRY CLUB 0 it CkD EXTERIOR DOOR TAG 1. PROVIDE LEVER STYLE DOOR HARDWARE WITH LOCKSET 3. SEE EXTERIOR ELEVATION AND MANUFACTURER 0 IN BRUSHED STAINLESS ON ALL RESTROOM DOORS SHOP DRAWINGS FOR ADDITIONAL INFORMATION 0 d o ® INTERIOR DOOR TAG 2. ALL DOOR HARDWARE TO BE ADA COMPLIANT. FBC 11-4.3. 4. ALL DOORS IN AN EGRESS PATH ARE TO BE EQUIPPED WITH PANIC HARDWARE. DOOR TYPES N H SEE VENDER SPECIFICATIONS FOR HARDWARE PACKAGE O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the ` A6ml overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of #. these materials can result in substantial criminal and civil liability. I DO NOT MEASURE DRAWINGS NOTIFY ARCIIITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES j f ' IT `c' N o N Cn 04 fa Ch .r Ln -gyp 0 c 'I` O NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE w N �° 000 COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ALL METERIALS USED. COMPATIBLE W/ALL METERIALS USED. o °D ARCHITECTURAL CEDAR SHINGLE RESAWN& > M c o MATERIAL DIRECTLY APPLIED TO SHEATHING ALTERNATE- PAINTED BRICK VENEER MATERIAL DIRECTLY APPLIED TO SHEATHING MATERIAL DIRECTLY APPLIED TO SHEATHING - C o = M "HARDIESHINGLE" STRAIGHT CUTSEE" EREBUTTED W/FACTOY FINISH"ELEVATIO SCOLOR: BM. U `o SEA PEARL#OC 19 8 FOR COURSING PATTERN COLOR:BM. SILVER 5 ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED 0 =3 w W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" ca Q X MARLIN#2139-50 5 BRICK TIES @ 24 O.C. i, W4 (MAX. 2.67 SQ. FT. PER TIE) STRAIGHT CUT SEE ELEVATIONS FOR COURSING U_ U) U_ C° SHEATHING ASSEMBLY&WATERPROOF MEASURES PATTERN COLOR: BM. SILVER MARLIN#2139-50 �""�" 04 q � „ SHEATHING ASS MBLY&WATERPROOF MEASURES F...4 a) Ld }. CD LO CEDAR SHINGLE-RESAWN &REBUTTED W/ WATERPROOF �� � CEDAR HINGLE-RESAWN&REBUTTED W/ " 7 SHEATHING ASSEMBLY&WA ROO FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 3/4 PLYWOOD SHEATHING 3/4 PLYWOOD SHEATHING 314 PLYWOOD SHEATHING cn Oo 1 FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1 *CEDAR SHINGLE-RESAWN&REBUTTED W/ FACTORY ! co STRAIGHT EDGE PANELS)*RAINSCREEN "HOME ai cv N STRAIGHT E GE PANELS *RAINSCREEN "HOME FINISH (OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE ) co SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 1/2"GWB ) 112"GWB 1/2"GWB SLICKER"BYBENJAMIN OBDYKE*FLUID APPLIED PANELS)*RAINSCREEN"HOME SLICKER"BY BENJAMIN U M o MEMBRANE(EXOAIRE 230 BY VULKEM)OVER 5/8" ��. � STRUCTURAL ALL PRODUCTS TO APPLIED 2x8 STUD WALL W/ MEMBRANE(E OAIRE 230 BY VULKEM)OVER 5/8" 2x8 STUD WALL W/ 2x8 STUD WALL W/ OBDYKE*FLUID APPLIED MEMBRANE(EXOAIRE 230 BY - rn 0 Le STRUCTURAL ALL PRODUCTS TO APPLIED VULKEM )OVER 518"STRUCTURAL ALL PRODUCTS TO L ai ACCORDING TO MFG.GUIDELINES 7 2 2 2 2 R-19 INSUL. (SEE SPECS.) 2 2 2 2 R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) 2 2 2 2 a .2 ACCORDING TO MFG.GUIDELINES 7 APPLIED ACCORDING TO MFG. GUIDELINES 1X FURRING HEADER(SEE STRUCT. DWGS. HEADER(SEE STRUCT. DWGS. HEADER(SEE STRUCT. DWGS. O 6 FOR ADD'L. INFO.) MTL. FLASHING FOR ADD'L. INFO.) FOR ADD'L. INFO.) g 1X FURRING O s MTL. FLASHING METAL ANGLE W/LAG BOLTS �MTL. FLASHING CN U - CAULKING 2 (SEE STRUCT. DWGS.) 2 N CAULKING 2 X 6 WINDOW HEAD 6 6 6 6 DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER 6 6 6 6 1 6 6 6 6 _ "AZEK" SYNTHETIC PRODUCT-OR-EQUAL SHEATHING PRIOR TO TAPE 2 X fi WINDOW HEAD ALTERNATE#1 -WOOD PT. KDT 2 PTD. N WINDOW HEAD TRIM N 00 WINDOW HEAD TRIM WINDOW HEAD TRIM N 0° "AZEK" SYNTHETIC PRODUCT-OR-EQUAL ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM ALTERNATE#1-WOOD PT.KDT 2 PTD. COLOR:BM. ICE MIST #2123-70 0, N ca (SEE SHEET A8.20 FOR CAULK W/BACKER ROD N (SEE SHEET A8.20 FOR (SEE SHEET A8.. I FOR N X ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM ADD L. INFO.) ADD L. INFO.) ADD L. INFO.) COLOR : BM. ICE MIST #2123-70 z 6 BRICK MOULD 6 z g �IcV a Z WOOD JAMB 2x BLOCKING WOOD JAMB WOOD JAMB z O w g 2x BLOCKING EXTENSION 2x BLOCKING a O w EXTENSION EXTENSION Z w HAND-PAINTED VULCUM OVER TRIM(BEYOND) HAND-PAINTED VULCUM OVER TRIM (BEYOND) TRIM (BEYOND) VULCUM CAULKING PRIOR TO Z 0 Z ❑ J WINDOW FINS—/ INSTALLATION OF WINDOW w a = w w w p WINDOW FINS WINDOW UNIT ANDERSEN WINDOW co w 00 O U N w WINDOW UNIT N cn VULCUM CAULKING PRIOR TO Cn _ w = VULCUM CAULKING PRIOR TO (SEE SCHEDULE FOR TYP.) (SEE SCHEDULE FOR TYP.) APW 5868 A-SERIES w = _ CONSULTANTS 0 2 w INSTALLATION OF WINDOW INSTALLATION OF WINDOW (SEE SCHEDULE FOR TYP.) =O O 0Z LLo U_ 0 w Z NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL Z STRUCTURAL wFINS @ CORNERS,TYP. FINS @ CORNERS,TYP. CORNERS,TYP. w MCVEIGH & MANGUM ww ENGINEERING, INC. �- co 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 3 WINDOW HEAD DETAIL SHAKES TYPICAL WINDOW HEAD DETAIL BRICK VENEER TYPICAL 9 STOREFRONT HEAD DETAIL SHAKES TYPICAL MP&FP �_20Scale: 3"= V-0" a i) Scale: 3"= V-0" �_20Scale: 3"= V-0" MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY . Uj JACKSONVILLE, FL 32256 It D ARCHITECTURAL CEDAR SHINGLE RESAWN& PH: 904.483.5200 w REBUTTED W/FACTORY FINISH"ALTERNATE- ELECTRICAL "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS 5 ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED MCVEIGH & MANGUM 0 FOR COURSING PATTERN COLOR:BM. SILVER PAINTED BRICK VENEER W/FACTORY FINISH "ALTERNATE-"HARDIESHINGLE" a MARLIN#2139-50 5 COLOR: BM. SEA PEARL#OC 19 8 STRAIGHT CUT SEE ELEVATIONS FOR COURSING ENGINEERING, INC. v PATTERN COLOR: BM. SILVER MARLIN#2139-50 9133 RG SKINNER PARKWAY o SHEATHING ASSEMBLY&WATERPROOF MEA BRICK TIES @ 24"O.C. JACKSONVILLE, FL 3225fi Y *CEDAR SHINGLE-RESAWN&REBUTTED W/ (MAX. 2.67 SQ. FT. PER TIE) 7 SHEATHING ASSEMBLY&WATERPROOF MEASURES PH: 904.483.5200 0 FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1 1 *CEDAR SHINGLE-RESAWN&REBUTTED W/ FACTORY v STRAIGHT EDGE PANELS)*RAINSCREEN"HOME 3/4" PLYWOOD SHEATHING SHEATHING ASSEMBLY&WATERPROOF MEASURES 314" PLYWOOD SHEATHING 3/4" PLYWOOD SHEATHING FINISH (OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE LANDSCAPE ARCHITECT U_ SLICKER"BY BENJAMIN OBDYKE*FLUID APPLIED *CEDAR SHINGLE-RESAWN&REBUTTED W/ PANELS)*RAINSCREEN"HOME SLICKER"BY BENJAMIN EUTHENICS STUDIO Z MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" 1/2"GWB FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1/2"GWB 1/2"GWB OBDYKE*FLUID APPLIED MEMBRANE(EXOAIRE 230 BY 1650 BEACH AVENUE C0 STRUCTURAL ALL PRODUCTS TO APPLIED STRAIGHT E GE PANELS)*RAINSCREEN "HOME VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO ATLANTIC BEACH FL 32233 ACCORDING TO MFG.GUIDELINES 7 SLICKER"BY ENJAMIN OBDYKE*FLUID APPLIED APPLIED ACCORDING TO MFG. GUIDELINES 0 2x8 STUD WALL W/ 2x8 STUD WALL W/ 2x8 STUD WALL W/ MEMBRANE(E OAIRE 230 BY VULKEM)OVER 5/8" PH: 904.246.6219 Z R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) 6 STRUCTURAL ALL PRODUCTS TO APPLIED 6 N Oo N 00 '. N 00 w 2x4 TRIM 2 JAMB(SEE STRUCT. DWGS. ACCORDING TO MFG. GUIDELINES 7 JAMB (SEE STRUCT. DWGS. JAMB(SEE STRUCT. DWGS. 2 2x4 TRIM REVISION DATE � FOR ADD'L. INFO.) FOR ADD'L. INFO.) FOR ADD'L. INFO.) 00 p SILL(BELOW N DRYLIN MASTIC TAPE `� 00 N SILL(BELOW) PERMIT SET 12/13/13 w (ADHESIVE PRIMER C 4 N N co INTERIOR WINDOW TRIM OVER SHEATHING PRIOR N CO INTERIOR WINDOW TRIM INTERIOR WINDOW TRIM N co X 4 01 (SEE SHEET A8.20) (SEE SHEET A8.20) (SEE SHEET A8.20) cn MASTIC Z TIC TAPE Z Z z g z CAULKING W/BACKER ANDERSEN WINDOW z z a 2x BLOCKING AS RE 'D. 2x LOCKING AS REQ'D. a g (L � ROD I APW 5868 A-SERIES g -j a WOOD JAMB w CL I WOOD JAMB Z I O I I (SEE SCHEDULE FOR TYP.) VULCUM CAULKING PRIOR TO _ Q C7 w w HAND-PAINTED VULCUM O ER i I EXTENSION z w BRICK MOULD I I I EXTENSION Z m z p p WINDOW NS I r�r`� Z ❑ p I I r��� p z ❑ J J TY J I I W I w WINDOW STOOL BELOW INSTALLATION OF WINDOW N o z o w w N w I 1 ii ii i WINDOW STOOL(BELOW) a = N w BRICK SILL{BELOW) i iii if i WINDOW STOOL(BELOW) { N w w o- z = VULCUM CAULKING PRIOR TO I III II I O U = I I III It I Z M _ _ O U w U INSTALLATION OF WIND W i III II i WINDOW UNIT z w U I I III II I WINDOW UNIT w O O :r (1) 2fA I I II II 1 C 3: 2 (A I I I II I I _ LL 0 0 0 i iii ii (SEE SCHEDULE FOR TYP.) p0 Op o i i i �i i (SEE SCHEDULE FOR TYP.) g j O Z O ❑ ❑ I � Z ❑ Op � z Z Z Z NOTE: VULCUM CAULK ALL Z NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL Z w w w FINS @ CORNERS,TYP. w w FINS @ COFNERS,TYP. CORNERS,TYP. w w w U) w w ARCHITECTS SEAL U Cl) � to Z O U U.1r2_-� WINDOW JAMB DETAIL SHAKES (TYPICAL) WINDOW JAMB DETAIL BRICK VENEER (TYPICAL) 8STOREFRONT JAMB DETAIL SHAKES TYPICAL �_20Scale: 3"= 1'-0" A 20 Scale: 3"= V-0" As.2o Scale: 3"= V-0" O Of O w i ch a o 0 w m F Z Z Z Z Z Z O g a g a a w W _j TRIM BE I w w TRIM(BEYOND) a VULCUM BETWEEN SILL& ( J -� C} CADD DWG. FILE NO. z � w o i I VULCUM BETWEEN SILL& _z w o BRICK VENEER(BEYOND) a VULCUM BETWEEN SILL& STUD WALL N z Z ❑ N w SECONDARY 2x4 I I STUD WALL Z ❑ N w NII I STUD WALL 3 SECONDARY 2x4 Z o w w cn = ► I w w 2 BRICK MOULD(BEYOND) I TRIM (BEYOND) = w 11111 a a z w rJ CHAMFERED SILL I a 2 w U au I CHAMFERED SILL w O U LU O U 2 I (BEYOND) O w 2 � as i TRIM (BEYOND) BLOCKING {TO MATCH N SCALE BLOCKING (TO MATCH I I TRIM BEYOND _ I I = CAULKING all ANDERSEN WINDOW C7 PRIMARY) 3 I 03: as I PRIMARY) w 0 y AS SHOWN LL. O I w O a I APW 5868 A-SERIES ❑ w ❑ O p i t WINDOW UNIT = O ❑ II I WINDOW UNIT ❑ O D O ❑ ? I SEE SCHEDULE FOR TYP. Z ? BRICK SILL YII I SEE SCHEDULE FOR TYP. (SEE SCHEDULE FOR TYP.) 3 4 X 4 CHAMFERED SILL Z z_ w Z 4 X 4 CHAMFERED SILL I I ( ) Ila I ( ) DRAWN BY m � LAMINATED SYNTHETIC alt LAMINATED SYNTHETIC w I i w DRYLIN MASTIC TAPE Ilu I WOOD SILUSTOOL w Q w w LUMBER OR FINISH t WOOD SILUSTOOL w w all WOOD SILUSTOOL LUMBER OR FINISH w SMZ w I w ADHESIVE PRIMER OVER LEGAL DESCRIPTION v� SLO LUMBER W/DRIP EDGE cis LUMBER W/DRIP EDGE 3 OPE SHEATHING PRIOR TO all O INTERIOR WINDOW TRIM INTERIOR WINDOW TRIM INTERIOR WINDOW TRIM ft _NqN gL0 N X (SEE SHEET A8.20) N (SEE SHEET A8.20) (SEE SHEET A8.20) X OPP CO DRYLIN MASTIC TAPE(ADHESIVE PRIMER HOUSEWRAP OVER DRYLIN MASTIC TAPE(ADHESIVE PRIMER U_ OVER SHEATHING PRIOR TO TAPE) SHEATHING(TAPE FROM OVER SHEATHING PRIOR TO TAPE) 0 4 `m Oo FINISH TO HOUSE WRAP) `� °p 00 Q HOUSEWRAP OVER SHEATHING(TAPE FROM SILL PLATE(SEE STRUCT. SILL PLATE(SEE STRUCT. SILL PLATE(SEE STRUCT. HOUSEWRAP OVER SHEATHING(TAPE FROM a. FINISH TO HOUSE WRAP) N 00 ; DWGS. FOR ADD'L. INFO.) 4 N 00 ; DWGS. FOR ADD'L. INFO.) DWGS. FOR ADD'L. INFO.) N 00 FINISH TO HOUSE WRAP) PROJECT PHASE O Z 4 PAINTED BRICK VENEER 4 E_ PERMIT SET 0 1/2"GWB COLOR: BM. SEA PEARL#OC 19 8 1/2"GWB 1/2"GWB ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED UJI ARCHITECTURAL CEDAR SHINGLE RESAWN& W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" w REBUTTED W/FACTORY FINISH"ALTERNATE- 2x8 STUD WALL W/ BRICK TIES @ 24"O.C. 2x8 STUD WALL W/ 2x8 STUD WALL W/ STRAIGHT CUT SEE ELEVATIONS FOR COURSING PROJECT NUMBER w "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS R-19 INSUL.(SEE SPECS.) (MAX. 2.67 SQ. FT. PER TIE) R-19 INSUL. (SEE SPECS.) R-19 INSUL. (SEE SPECS.) PATTERN COLOR: BM. SILVER MARLIN#2139-50 18-11- of FOR COURSING PATTERN COLOR:BM. SILVER cn MARLIN#2139-50 5 = 3/4" PLYWOOD SHEATHING SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4"PLYWOOD SHEATHING 314" PLYWOOD SHEATHING 7 SHEATHING ASSEMBLY&WATERPROOF MEASURES SHEATHING ASSEMBLY&WATERPROOF MEA *CEDAR SHINGLE- ESAWN&REBUTTED Wl FACTORY *CEDAR SHINGLE-RESAWN&REBUTTED W/ FACTORY J FINISH(OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE FINISH (OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE NEW CONSTRUCTION -� *CEDAR SHINGLE-RESAWN&REBUTTED W/ a NOTE: VULCUM CAULK ALL PANELS) NEW EN"HOME SLICKER"BY BENJAMIN NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN FACTORY FINISH (OPITIONAL-HARDIESHINGLE- FINS @ CORNERS,TYP. OBDYKE*FLUID AP LIED MEMBRANE(EXOAIRE 230 BY FINS @ CORNERS,TYP. CORNERS,TYP. OBDYKE*FLUID APPLIED MEMBRANE(EXOAIRE 230 BY STRAIGHT EDGE PANELS)*RAINSCREEN"HOME VULKEM)OVER 5/ "STRUCTURAL ALL PRODUCTS TO VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO SLICKER"BY BENJAMIN OBDYKE*FLUID APPLIED APPLIE ACCORDING TO MFG.GUIDELINES 7 APPLIED ACCORDING TO MFG.GUIDELINES wMEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" = STRUCTURAL ALL PRODUCTS TO APPLIED ATLANTIC BEACH, FLORIDA 1 a pp alatE 7 SHAKES TYPICAL WINDOW SILL DETAIL @ BRICK VENEER (TYPICAL 7 STOREFRONT SILL DETAIL SHAKES TYPICAL �_20Scale: 3"= V-0" A .2o Scale: 3"= V-0" As.2o Scale: 3"= 1'-0" ATLANTIC BEACH Z COUNTRY CLUB 0Z U 0 WINDOW D ETALv .. a� LL O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright ProtectionA6 ° 20 Act of 1990. The copyright protections apply tc the overall form of the structures, the arrangement and a composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of b these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS i MOZ= ARCS= AND ALL DISCREPANCIES NOTE: FLUID APPLIED'ROLL-ON'MEMBRANE NOTE: FLUID APL WLW SEE GENNRAL NOTES ARCHITECTURAL CEDAR SHINGLE.RESAWN$ COMPATIBLE W/ALL METERIALS USED. ARCHITECTURAL CEDAR SHINGLE RESAWN& COMPATIBLE W/ REBUTTED W/FACTORY FINISH"ALTERNATE- MATERIAL DIRECTLY APPLIED TO SHEATHING REBUTTED W/FACTORY FINISH"ALTERNATE- MATERIAL DIRECTLY APPLIED TO SHEATHING "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS "HARDIESHINGLE" STRAIGHT CUT SEE FOR COURSING PATTERN COLOR: BM. SILVER ELEVATIONS FOR COURSING PATTERN COLOR: MARLIN#2139-50 5 BM. SILVER MARLIN#2139-50 5 SHEATHING ASSEMBLY&WATERPROOF MEASURES SHEATHING ASSEMBLY&WATERPROOF *CEDAR SHINGLE-RESAWN&REBUTTED W/ MEASURES FACTORY FINISH (OPITIONAL-HARDIESHINGLE 314" PLYWOOD SHEATHING *CEDAR SHINGLE-RESAWN&REBUTTED W/ 1 314"PLYWOOD STRAIGHT EDGE PANELS)*RAINSCREEN"HOME 1 FACTORY FINISH (OPITIONAL-HARDIESHINGLE SHEATHING SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 1/2"GWB -STRAIGHT EDGE PANELS)*RAINSCREEN MEMBRANE (EXOAIRE 230 BY VULKEM)OVER 5/8" "HOME SLICKER"BY BENJAMIN OBDYKE*FLUID 1/2"GWB NOTE: FLUID APP_IED'ROLL-ON'MEMBRANE STRUCTURAL ALL PRODUCTS TO APPLIED 2x8 STUD WALL W/ APPLIED MEMBRANE(EXOAIRE 230 BY VULKEM N rn COMPATIBLE W/ALL METERIALS USED. ACCORDING TO MFG.GUIDELINES 7 2 2 2 2 R-19 INSUL. (SEE SPECS.} )OVER 5/8 STRUCTURAL ALL PRODUCTS TO 2 2 2 2 2x8 STUD WALL W/ N N MATERIAL DIREC LY APPLIED TO SHEATHING APPLIED ACCORDING TO MFG. GUIDELINES 7 R-19 INSUL. (SEE Y) co HEADER(SEE STRUCT. DWGS. SPECS.) -v o M FRAMING-5.5"OPEN CELL'SEALECTION 500 1X FURRING 6 FOR ADD'L. INFO.) 1X FURRING g o :o (SEE PRODUCT BULLETIN)R-21 (MIN.)IGNITION BARRIER TO BE HEADER(SEE STRUCT. U- 0� ° LO NOTE: FLUID APPLIED ROLL-ON MEMBRANE APPLIED OVER SPRAY FOAM. MFG: 'BLAZE LOK'-T.B. (SEE TECH MTL. FLASHING MTL. FLASHING DWGS. FOR ADD'L. °� CD ci04 Ch N N COMPATIBLE W/ALL METERIALS USED. DATA SHEET,TYP.) 2 2 INFO.) c o c M MATERIAL DIRECTLY APPLIED TO SHEATHING 518"STRUCTURAL PLYWOOD CAULKINGA fi 6 fi 6 ?3 CAULKING 6 6 6 6 U Y °) �o ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED (SEE STRUCTURAL DRAWINGS) 2 X 6 WINDOW HEAD 2 X 6 WINDOW HEAD CU x W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" "' °° .: x AZEK SYNTHETIC PRODUCT-OR-EQUAL "AZEK" SYNTHETIC PRODUCT-OR-EQUAL c" °° TRANSOM HEAD TRIM TRANSOM HEAD TRIM � r � � STRAIGHT CUT SEE ELEVATIONS FOR COURSING SEMCO STANDING SEAM METAL ROOF ALTERNATE#1 -WOOD PT. KDT 2 PTD. ALTERNATE#1 -WOOD PT. KDT 2 PTD. SEE SHEET A8.20 FOR N PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 COLOR: GALVA LUME PLUS OVER GRACE WATER&ICE SHIELD. ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM N N (SEE SHEET A8.20 FOR ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM N N co ( ) ADD L. INFO.) ) r }, %COLOR: BM. ICE MIST #2123-70 01 ADD L. INFO. 00 o COLOR : BM. ICE MIST #2123-70 6 SHEATHING ASSEMBLY&WATERPROOF MEASURES 1 3/4"PLYWOOD 3 It llqr 12 6TA co 00 MASTI a) :3 lqt M Z _ MASTIC A Z � C6 CEDAR SHINGLE-RESAWN&REBUTTED W/ FACTORY SHEATHING Z WOOD JAMB g Z WOOD JAMB o u) CP FINISH(OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE MTL FLASHING DRIP EDGE a 2x BLOCKING �■ M d' PANELS)*RAINSCREEN"HOME SLICKER"BY BENJAMIN ::: 1/2"GWB @ ° w a- 2x BLOCKING O w a. EXTENSION Y O 6 0 * ° O J EXTENSION z J � � 0 .. OBDYKE FLUID APPLIED MEMBRANE(EXOAIRE 230 BY SS S S z : - ❑ w HAND-PAINTED VULCUM OVER TRIM BEYOND M U z ❑ J HAND-PAINTED VULCUM OVER TRIM (BEYOND) z ❑ _j (BEYOND) o. VULKEM )OVER 518"STRUCTURAL ALL PRODUCTS TO 2 2 2 2 2x8 STUD WALL W/ ° w w w TRANSOM FINS ww = w D TRANSOM FINS UU APPLIED ACCORDING TO MFG.GUIDELINES 7 ( ° ° O U w TRANSOM UNIT 00 _ i R-19 INSUL. SEE N ❑ - CROWN MOULD PROFILE(S&S CRAFTSMAN TRANSOM UNIT O SPECS.) _ co = VULCUM CAULKING PRIOR TO (SEE SCHEDULE FOR TYP.) = w %.I VULCUM CAULKING PRIOR TO (SEE SCHEDULE a p m 1X FURRING g INC.800-992-WOOD)CATALOG #3453 3/4 X 2 C7 2 w U O w INSTALLATION OF TRANSOM FOR TYP. _ 3-1/2 OVER 1 X 6 FACIA AZEK-OR-EQUAL 0 p 2 � INSTALLATION OF TRANSOM O ) � F- ca HEADER(SEE STRUCT. p ❑ 9 2 ❑ � N U MTL. FLASHING DWGS. FOR ADD'L. SYNTHETIC PRODUCT ALTERNATE-WOOD _z w p z w O N N ` C) 2 INFO.) COLOR: BM. ICE MIST #2123-70 3 a a a Z NOTE: VULCUM CAULK ALL Z NOTE: VULCUM CAULK ALL rn :. w - w - FINS CORNERS,TYP. CAULKING w � FINS @CORNERS,TYP. w � @ 6 6 6 6 2 X 6 WINDOW HEAD"AZEK" SYNTHETIC cn w w 2 X 6 WINDOW HEAD PRODUCT-OR- EQUAL ALTERNATE-WOOD PT w w "AZEK" SYNTHETIC PRODUCT-OR-EQUAL c" CO KDT 2 PTD SEE DETAIL SHEET A X.00 FOR ( 6 5/8' GYP. BD. .� ALTERNATE#1 -WOOD PT. KDT 2 PTD. ADDITIONAL INFORMATION).COLOR: BM. ICE e ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM N N co MIST #2123-70 3 HE DER(SEE STRUCT. %COLOR: BM. ICE MIST #2123-70 6 DW S. FOR ADD'L. INFO.) SHEATHING ASSEMBLY&WATERPROOF 7 Z MASTIC TAPE N co MEASURES 112"GWB a 2x BLOCKING *CEDAR SHINGLE-RESAWN&REBUTTED W/ TRANSOM UNIT TRANSOM UNIT W FACTORY FINISH(OPITIONAL-HARDIESHINGLE TRIM (BEYOND) FOR TYP.) �ry { (SEE SCHEDULE FOR TYP.) (SEE SCHEDULE z J -STRAIGHT EDGE PANELS)-RAINSCREEN 5 VULCUM CAULKING PRIOR TO Z w INSTALLATION OF SHUTTERZ "HOME SLICKER"BY BENJAMIN OBDYKE*FLUID (BEYOND) a. _ APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM SHEATHING TRIMTRIM BEYOND 00 )OVER 5/8"STRUCTURAL ALL PRODUCTS TO WOOD JAMB TRIM (BEYOND) (BEYOND) = FAUX SHUTTER ASSEMBLY TRIM (BEYOND) CONSULTANTS � APPLIED ACCORDING TO MFG. GUIDELINES EXTENSION WOOD JAMB O o Z EXTENSION NOTE: VULCUM CAULK ALL ANDERSEN "A"SERIES DOUBLE HUNG 6 2 STRUCTURAL w FINS @ CORNERS,TYP. WINDOW 2 N co N MCVEIGH & MANGUM cn TRIM 2x AS NEEDED ENGINEERING, INC. 2x AS NEEDED N c� N 9133 RG SKINNER PARKWAY 4 4 JACKSONVILLE, FL 32256 PH: 904.483.5200 12 FAUX SHUTTER HEAD DETAIL SHAKES TYPICAL 14 FAUX SHUTTER HEAD DETAIL DORMER TYPICAL Q WOOD JAMB J TRIM BEYOND WOOD JAMB MP&FP "_ .. A6.21 _ " a a TRIM(BEYOND) EXTENSION a a (BEYOND) EXTENSION MCVEIGH & MANGUM As.21 Scale: 3"= 1-0 Scale: 3 - 1-0 w J w ENGINEERING, INC. Z) _j NOTE: VULCUM CAULK ALL TRIM (BEYOND) � j NOTE: VULCUM CAULK ALL � TRIM (BEYOND) C7 ❑ Z w ❑ FINS @ CORNERS,TYP. z w W FINS @ CORNERS,TYP. 9133 RG SKINNER PARKWAY = w = JACKSONVILLE, FL 32256 w I ► Z U w = WINDOW/DOOR UNIT z U w = DOOR UNIT i w N U w U) N U SEE SCHEDULE PH: 904.483.5200 i a (SEE SCHEDULE FOR TYP.) a U) CO v i i O O w of O p w Ix FOR TYP.} w X O 20 o I o M °o ELECTRICAL = ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED 0 ❑ g o p , ❑ MCVEIGH & MANGUM W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" cc " w " ENGINEERING, INC. a STRAIGHT CUT SEE ELEVATIONS FOR COURSING p O 9133 RG SKINNER PARKWAY PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 ANDERSEN "A"SERIES DOUBLE i i z z Z z_ JACKSONVILLE, FL 32256 o HUNG WINDOW Z SHEATHING ASSEMBLY&WATERPROOF MEASURES ► i PH: 904.483.5200 w w *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY 1 " 4 X 4 CHAMFERED SILL 3 i u w cn LANDSCAPE ARCHITECT U FINISH(OPITIONAL- HARDIESHINGLE-STRAIGHT EDGE 3/4 PLYWOOD LAMINATED SYNTHETIC LUMBER ipop U_ PANELS)*RAINSCREEN"HOME SLICKER"BY BENJAMIN SHEATHING OR FINISH LUMBER W/DRIP EDGE EUTHENICS STUDIO Z OBDYKE*FLUID APPLIED MEMBRANE (EXOAIRE 230 BY VULKEM )OVER 518"STRUCTURAL ALL PRODUCTS TO 112"GWB MTL. FLASHING 4 TRIM 1650 BEACH AVENUE Z APPLIED ACCORDING TO MFG. GUIDELINES Cn o ATLANTIC BEACH, FL 32233 U SILL(SEE STRUCT. 2x8 STUD WALL W/ 5/8 STRUCTURAL PLYWOOD 2 PH: 904.246.6219 6 N ao :` R-19 INSUL. (SEE (SEE STRUCTURAL DRAWINGS) °' "' DWGS. FOR ADD'L. 2x4 TRIM—_ 2 SPECS.) ) 17 TRANSOM HEAD / SILL DETAIL (TYPICAL WINDOW / DOOR UNITSr2o TRANSOM HEAD DETAIL FOYER DOOR REVISION DATE N °p `. 112"GWB ��_ � ., As.21 PERMIT SET 12/13/13 � SEMCO STANDING SEAM METAL p SILL(BELOW) HEADER(SEE ROOF(COLOR: GALVA LUME As.21 Scale: 3 1-0 Scale: 3" = 1'-0" tr 1111 STRUCT. DWGS. FOR PLUS) OVER GRACE WATER& 0 4 N N co ADD'L. INFO.) ICE SHIELD. co _ �, `. ARCHITECTURAL CEDAR SHINGLE RESAWN& ARCHITECTURAL CEDAR SHINGLE RESAWN& Z REBUTTED W/FACTORY FINISH "ALTERNATE- REBUTTED W/FACTORY FINISH "ALTERNATE- a 2x BLOCKING AS RE 'D. "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS } "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS W VULCUM CAULKING PRIOR TO FOR COURSING PATTERN COLOR:BM. SILVER FOR COURSING PATTERN COLOR: BM. SILVER ca z J INSTALLATION OF SHUTTER MARLIN#2139-50 5 mMARLIN#2139-50 5 0 w w SSEM LY SHEATHING ASSEMBLY&WATERPROOF MEA g = FAUX SHUTTER A * SHEATHING ASSEMBLY&WATERPROOF MEA O U CEDAR SHINGLE-RESAWN&REBUTTED W/ *CEDAR SHINGLE-RESAWN&REBUTTED W/ o = FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 1 FACTORY FINISH(OPITIONAL-HARDIESHINGLE- 1 i- 00 STRAIGHT EDGE PANELS)*RAINSCREEN"HOME 3/4" PLYWOOD STRAIGHT EDGE PANELS) RAINSCREEN HOME 3/4" PLYWOOD SHEATHIN Z Ce Z SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED MEMBRANE EXOAIRE 230 BY VULKEM OVER 518" Z SHEATHING SLICKER"BY BENJAMIN OBDYKE*FLUID APPLIED NOTE: VULCUM CAULK ALL NOTE. VULCUM CAULK ALL MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8 ( ) 1/2 GWB w FINS CORNERS,TYP. STRUCTURAL ALL PRODUCTS TO APPLIED STRUCTURAL ALL PRODUCTS TO APPLIED w @ FINS @ CORNERS,TYP. 1/2"GWB ACCORDING TO MFG. GUIDELINES 7 ARCHITECTS SEAL v w ACCORDING TO MFG. GUIDELINES 7 2x8 STUD WALL W/ Z `" 2x8 STUD WALL W/ R-19 INSUL. (SEE SPECS.) 16� N ao R-19 INSUL. (SEE SPECS.) 6 N ao 0 2x4 TRI 2 2x4 TRIM 2 JAMB(SEE STRUCT. DWG U w N � •; JAMB(SEE STRUCT. 1Cj � :,: FOR ADD'L. INFO.) 11 FAUX SHUTTER JAM B DETAIL SHAKES TYPICALr13 WIN DOW SILL D ETAIL DORMER TYPICAL SILL(BELOW)---- DWGS. FOR ADD'L. INFO.) SILL(BELOW) w A6.21 "_ As.21 Scale: 3"= V-0" N N co INTERIOR DOOR TRIM N N co INTERIOR DOOR TRIM = Scale: 3 - 1-0 4 4 SEE SHEET A8.20) o (SEE SHEET A8.20} { MASTIC TA w ., Z w J g 2x BLOCKING AS REQ'D. J ¢ 2x BLOCKING AS REQ'D. aCL n. w w EXTENSION O a WOOD JAMB WOOD JAMB O JHAND-PAINTED VULCUM OVER z J JHAND-PAINTED VULCUM NDOW FINS EXTENSION o Cn z > > WINDOW FINS � w D Z ❑ N a DOOR THRESHOLD(BELOW) z ❑ N D DOOR THRESHOLD a = w = VULCUM CAULKING PRIOR TO O U w U w w w cn w a z = VULCUM CAULKING PRIOR TO (BELOW) D 00 w N INSTALLATION OF DOOR DOOR UNIT = Cl) g U) INSTALLATION OF DOOR M Z x U) 2 ch (SEE SCHEDULE FOR TYP.) 0 � g � DOOR UNIT o p w O � O U_ O (SEE SCHEDULE FOR a Z ❑ Z Z TYP.) o � z NOTE: VULCUM CAULK ALL � � NOTE: VULCUM CADD DWG. FILE NO. 0 O VULCUM BETWEEN w FINS CORNERS TYP. w FNS @ CORNERS,TYP ALL Z FAUX SHUTTER ASSEMBLY w w @ w w o Z ❑ SILL&STUD WALL w w � .� a O U SECONDARY 2x4 Cn Cl) .� SCALE LU _ CHAMFERED SILL BLOCKING 19 DOOR JAMB DETAIL AS SHOWN o O � (TO MATCH PRIMARY) 3 ri6 DOOR JAMB D ETAI L N � 0 As.21 Scale: 3"= 1'-0" As.21 Scale: 3"= V-0" DRAWN BY D z 4 X 4 CHAMFERED SILL m LAMINATED SYNTHETIC SMZ w LUMBER OR FINISH Y cn LUMBER W/DRIP EDGE 3 LEGAL DESCRIPTION 0 fn S`O N X N to = DRYLIN MASTIC TAPE(ADHESIVE PRIMER UL OVER SHEATHING PRIOR TO TAPE) SILL PLATE(SEE 0 4 N 00 STRUCT. DWGS. FOR NOTE: VULCUM CAULK ALL w HOUSEWRAP OVER SHEATHING(TAPE FROM ADD L. INFO.) a FINS @ CORNERS,TYP. PROJECT PHASE FINISH TO HOUSE WRAP) N ca -- z 4 Z 4 1/2"GWB z gDOOR ASSEMBLY(SEE SPECS.) DOOR TRIM Z ARCHITECTURAL CEDAR SHINGLE RESAWN&REBUTTED PERMIT SET a (BEYOND) g a. NOTE: VULCUM CAULK LL DOOR TRIM Uj > W/FACTORY FINISH"ALTERNATE-"HARDIESHINGLE" 2x8 STUD WALL W/ a O w FINS @ CORNERS,TYP. (BEYOND) PROJECT NUMBER w STRAIGHT CUT SEE ELEVATIONS FOR COURSING R-19 INSUL. (SEE C7 w WHITE FINISHED ALUMINUM w ? w w J NO E: DETAIL PENDING REGARDING z i w w SPECS. z i N Z D N p ALUMINUM 18-11- w PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 ) w ❑ F5 w 514 P.T.WOOD BUCK(TO BE VINYL W/INTERNAL DRAINS OR w ❑ cn w N a w w = COPPER FABRICATED DOOR PAN. d w w = THRESHOLD = SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4"PLYWOOD p = g U INCLUDED IN M.O. O = U *CEDAR SHINGLE-RESAWN &REBUTTED W/ FACTORY SHEATHING = U N FLASHING = Cnn 9 Cl) BED OF C7 U_ 0 D DOOR ASSEMBLY(SEE SPECS.) FINISH(OPITIONAL-HARDIESHINGLE-STRAIGHT EDGE O O O SLOPED SILL W/RETURN'DOG 000 SEALANT NEW CONSTRUCTION Q PANELS)*RAINSCREEN "HOME SLICKER"BY BENJAMIN NOTE. VULCUM CAULK ALL Of p ❑ EARS' ❑ W WHITE FINISHED ALUMINUM FINISHED ui OBDYKE*FLUID APPLIED MEMBRANE(EXOAIRE 230 BY FINS @ CORNERS,TYP. w w w w FLOOR VULKEM )OVER 5/8"STRUCTURAL ALL PRODUCTS TO APPLIED ACCORDING TO MFG.GUIDELINES 7 C VULCUM (2)BEADS @ CONC. v) VULCUM BEAD @ w FLOOR ATLANTIC BEACH, FLORIDA Sk Ilk CONC. FL OR 10 FAUX SHUTTER SILL DETAIL SHAKES (TYPICAL ° a LOP � . d � ° � CONC. SLAB A6.2, scale: 3"= 1' ° ATLANTIC BEACH s ° a D ° a Q COI B/WOOD CONDITION a (SEE ST�2l�T. FOR Q Y ° (SEE STIR CT. FOR ADD'L. INFO.) V. ADD'L. INFO. COUNTRY CLUB Z ° 7 °w U APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO COMPLY MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS WINDOW & DOOR r18-� DOOR THRESHOLD DETAILDETAIL.15 DOOR THRESHOLD DETAIL � = -.- } A6.21 Scale: 3"= V-0" As.21 Scale: 3"= T-0" x U .. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A6021f0 Y Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ` composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of vb. these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCM7ZCT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE NOTES i NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE NOTE: FLUID APPLIED'ROLL-ON' MEMBRANE COMPATIBLE W/ALL METERIALS USED. COMPA IBLE W/ALL METERIALS USED. to LO ARCHITECTURAL CEDAR SHINGLE RESAWN& MATERIAL DIRECTLY APPLIED TO SHEATHING MATERIAL DIRECTLY APPLIED TO SHEATHING N o REBUTTED W/FACTORY FINISH "ALTERNATE- PAINTED BRICK VENEER M COLOR: BM. SEA PEARL#OC 19 8 Cn "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS a o cc FOR COURSING PATTERN COLOR: BM. SILVER MARLIN#2139-50 5 BRICK TIES @ 24"O.C. O ado MAX.2.67 SQ. FT. PER TIE SHEATHING ASSEMBLY&WATERPROOF MEASURES c'? ai N SHEATHING ASSEMBLY&WATERPROOF MEASURES > .4c o *CEDAR SHINGLE-RESAWN&REBUTTED W/ c o = M " *CEDAR SHINGLE-RESAWN&REBUTTED W/ FACTORY FINISH (OPITIONAL-HARDIESHINGLE- 314 PLYWOOD 314 PLYWOOD SHEATHING 0 °� o STRAIGHT EDGE PANELS)*RAINSCREEN"HOME SHEATHING FACTORY FINISH(OPITIONAL- HARDIESHINGLE- o U D 03 SLICKER"BY BENJAMIN OBDYKE*FLUID APPLIED `` x STRAIGHT EDGE PANELS)*RAINSCREEN"HOME ��� 1/2"GWB o MEMBRANE(EXOAIRE 230 BY VULKEM)OVER 5/8" 1/2"GWg SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED co rA w STRUCTURAL ALL PRODUCTS TO APPLIED MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" 2x8 STUD WALL W/ N ACCORDING TO MFG. GUIDELINES 7 2 2 2 2 STRUCTURAL ALL PRODUCTS TO APPLIED 2 2 2 2 ( ) 2x8 STUD WALL W/ R-19 INSUL. SEE SPECS. ACCORDING TO MFG. GUIDELINES 7 �� a) co R 19 IN UL. (SEE SPECS.) HEADER(SEE STRUCT. DWGS. 1X FURRING g MTL. FLASHING FOR ADD'L. INFO.) 2 2 2 i U o 04 HEADER(SEE STRUCT, � � MTL. FLASHING DWGS. FOR ADD'L. METAL ANGLE W/LAG BOLTS U o ai rn 2 INFO.) (SEE STRUCT. DWGS.) CAULKING (L d .V 6 6 6 6 DRYLIN MASTIC TAPE (ADHESIVE PRIMER OVER 6 6 6 6 U •� TO 2 X 6 WINDOW HEAD SHEATHING PRIOR TO TAPE �� " _ _ N pp :. N � . DOOR HEADER(SE STRUCT.) a O s AZEK SYNTHETIC PRODUCT OR EQUAL TRANSOM HEAD TRIM DOOR HEAD TRIM (SEE 6 6 6 ALTERNATE#1 -WOOD PT. KDT 2 PTD. (SEE SHEET A8.20 FOR SHEET A8.20 FOR cel U ALTERNATE#2-'ANDERSEN EXTREME TRIM'SYSTEM N N ADD'L. INFO.) CAULK W/BACKER ROD N N m ADD'L. INFO.) N `� rn N %COLOR: BM. ICE MIST #2123-70 6 z BRICK MOULDMASTIC TA_ ^ J ^ - /1 Z .. a Z WOOD JAMB �. g 2x BLOCKING---' EXTENSION 2x BLOCKING WOOD JAMB Q EXTENSION TRIM (BEYOND) g a a HAND-PAINTED VULCUM OVER Z ❑ WHAND-PAINTED VULCUM OVER TRIM(BEYOND) J J WINDOW FINS TRIM(BEYOND) ) TRIM (BEYOND) ❑ z w Z w W � TRANSOM FINS Il = N ❑ 0 0 Fn = VULCUM CAULKING PRIOR TO DOOR UNIT VULCUM CAULKING PRIOR TO DOOR UNIT DOOR UNIT w = z U w U INSTALLATION OF DOO (SEE SCHEDULE FOR TYP.) SEE SCHEDULE FOR TYP.) N U W � 0 INSTALLATION OF DOOR (SEE SCHEDULE FOR ( cn v� Q. w O ❑ � � TYP.} 2O = p Z_ u_ O 00 Z NOTE: VULCUM CAULK ALL NOTE: VULCUM CAULK ALL o ❑O w FINS @ CORNERS,TYP. FINS @ CORNERS, TYP. w 0 U) w O ❑ _z z j CONSULTANTS §S W W w o �' STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY ' JACKSONVILLE, FL 32256 PH: 904.483.5200 23 DOOR HEAD DETAIL WOOD SHAKES (_26-� DOOR EAD DETAIL BRICK VENEER 29 DOOR HEAD DETAIL INTERIOR MP&FP !! �.22Scale: 3"= 1'-0" �_22Scale: 3"= V-0" A6.22 Scale: 3"= V-0" MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY ui ARCHITECTURAL CEDAR SHINGLE RESAWN& JACKSONVILLE, FL 32256 It REBUTTED W/FACTORY FINISH"ALTERNATE- PH: 904.483.5200 U "HARDIESHINGLE" STRAIGHT CUT SEE ELEVATIONS ELECTRICAL II FOR COURSING PATTERN COLOR: BM. SILVER PAINTED BRICK VENEER = MARLIN#2139-50 5 COLOR : BM. SEA PEARL#OC 19 8 MCVEIGH & MANGUM U a ENGINEERING, = SHEATHING ASSEMBLY&WATERPROOF MEA BRICK TIES @ 24"O.C. INC. D *CEDAR SHINGLE-RESAWN&REBUTTED W/ (MAX. 2.67 SQ. FT. PER TIE) 9133 RG SKINNER PARKWAY Y FACTORY FINISH (OPITIONAL-HARDIESHINGLE- JACKSONVILLE, FL 32256 0 STRAIGHT EDGE PANELS)*RAINSCREEN"HOME 3/4"PLYWOOD SHEATHING ASSEMBLY&WATERPROOF MEASURES 3/4"PLYWOOD SHEATHING PH: 904.483.5200 v SLICKER"BY BENJAMIN OBDYKE*FLUID APPLIED SHEATHING *CEDAR SHINGLE-RESAWN&REBUTTED W/ LANDSCAPE ARCHITECT MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" FACTORY FINISH (OPITIONAL- HARDIESHINGLE- 1/2"GWB II STRUCTURAL ALL PRODUCTS TO APPLIED 1/2"GWg STRAIGHT EDGE PANELS)*RAINSCREEN"HOME DOOR JAMB(SEE STRUCT.) EUTHENICS STUDIO Z ACCORDING TO MFG. GUIDELINES 7 SLICKER" BY BENJAMIN OBDYKE*FLUID APPLIED 2x8 STUD WALL W/ CN CI, 1650 BEACH AVENUE Z 2x8 STUD WALL W/ MEMBRANE(EXOAIRE 230 BY VULKEM )OVER 5/8" R-19 INSUL. (SEE SPECS.) ATLANTIC BEACH, FL 32233 N ao R-19 INSUL. (SEE STRUCTURAL ALL PRODUCTS TO APPLIED N N co PH: 904.246.6219 Z 6 ACCORDING TO MFG. GUIDELINES 7 w 2x4 TRIM 2 SPECS.) JAMB( EE STRUCT. DWGS. FOR ADD'L. INFO.) SILL(BELOW) N JAMB(SEE STRUCT. 00 DRYLIN MASTIC TAPE N _ REVISION DATE ADHESIVE PRIMER z Q oc DWGS. FOR ADD'L. ( a PERMIT SET 12!13/13 O j N N INFO.) OVER SHEATHING PRIOR N ao INTERIOR DOOR TRIM a. Of 4TO TA F o_ MASTIC A INTERIOR DOOR TRIM (SEE SHEET A8.20) w W J 'I DOOR UNIT D Z (SEE SHEET A8.20) ¢ ❑ C z Z J z CAULKING W/BACKER (SEE SCHEDULE FOR TYP) ❑ Z w Z J ¢ 2x BLOCKING AS REQ D. a ROD w = w a d WOOD JAMB W ° WOOD JAMB N U w > U W W HAND-PAINTED VULCUM OVER EXTENSION z w BRICK MOULD EXTENSION 0 Z z J WINDOW FINS Z _ w = O. } z ❑ N p DOOR THRESHOLD W W N ❑ DOOR THRESHOLD(BELOW) 00 C' O w _ = VULCUM CAULKING PRIOR TO (BELOW) o 0 w = O o O Cn g C0 INSTALLATION OF DOOR 2 � DOOR UNIT 0 DOOR UNIT ❑ p 9 > (SEE SCHEDULE FOR TYP.) 0❑ ❑ O ❑ O p (SEE SCHEDULE FOR O ❑ U_ O z Z Z it Z Z NOTE: VULCUM CAULK ALL TYP.) Z NOTE: VULCUM CAULK ALL w Z w w FINS CORNERS, TYP. 1111 w w FINS @ CORNERS, TYP. w w w @ W � `� ❑ w w C0 w .� Q N C0 rn ' ARCHITECT'S SEAL U_ N1Z U co LU 22 DOOR JAMB DETAIL WOOD SHAKES 25 DOOR AMB DETAIL BRICK VENEER 28 DOOR JAMB DETAIL INTERIOR = As.22 Scale: 3" = 1'-0" �.22Scale: 3"= 1' Scale: 3"= 1'-0" 0 w g a 0 0 w m 0 0 w U CADD DWG. FILE NO. O w a. NOTE: VULCUM CAU SCALE FINS @ CORNERS, P. AS SHOWN NOTE: VULCUM CAULK ALL CO) //\\ //� �\\ //\\ � FINS @ CORNERS,TYP. DOOR ASSE ABLY DRAWN BY U.1 -- z ^ Z (SEE SP CS.) Z z Z DOOR TRIM z DOOR TRIM } Q gDOOR ASSEMBLY(SEE SPECS.) Q 5 � Q SMZ a a (BEYOND) a CL WHITE FINI HED (BEYOND) DOOR TRIM a a C7 W w WHITE FINISHED ALUMINUM Z W W w ALU INUM (BEYOND) W w Z LEGAL DESCRIPTION o ? � w NO E: DETAIL PENDING REGARDING -j N NOT : DETAI PENDING REGARDING N � z z ❑ N z ❑ ALUMINUM ❑ cn w ❑ rO W 5/4 P.T.WOOD BUCK(TO BE VINYL W/INTERNAL DRAINS OR w ❑ 55 w 514 P.T.WOOD BUC TO VIN L W/INTERNAL DRAINS OR w a w = a W W = GO PER FABRICATED DOOR PAN. °- W w THRESHOLD w z p = U INCLUDED IN M.O. O = g U BE INCLUDED I COP ER FAB ICATED DOOR PAN. g U O U LL N FLASHING FLA HING BED OF SEALANT DOOR ASSEMBLY OCD of 0 a O p p w 0 (SEE SPECS.) 0 00 O SLOPED SILL W/RETURN DOG O SLOPED SILL W/RE URN ❑ W O IL it O ❑ O ❑ ❑ PROJECT PHASE O ❑ w EARS' ❑ w 'DOG RS' FINISHED FLOOR w w Z w W w w cn W PERMIT SET w N VULCUM (2)BEADS @ CONC. N VULCUM(2)BEA S @ FLOOR CONC. F OR PROJECT NUMBER w cn LU �I �I D 4 p 18-11- N a p a D SLOP a . a D SLOPE a D p CONC. SLAB p p COI B/WOOD CONDITION CON SLAB V. D CONDITION p �EE STRUCT.FOR D a Q (SEE STR CT. FOR ADD'L. INFO.) D D a (SEE STRUCT. FO ADD'L. INFO.) ADD'L. INFO.) p. J D . v. Q.. a Q. :� v D Q Q D a v a NEW CONSTRUCTION Uj tr U APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY APPLY ASPHAULTIC ROLL-ON NOTE: ALL THRESHOLDS TO MPLY NOTE: ALL THRESHOLDS TO COMPLY Uj MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS MATERIAL DIRECTLY TO CONC. WITH ADA REQUIRMENTS WITH ADA REQUIRMENTS ATLANTIC BEACH, FLORIDA Q 21 DOOR THRESHOLD DETAIL WOOD SHAKES 24 DOOR HRESHOLD DETAIL BRICK VENEER 27 DOOR THRESHOLD DETAIL INTERIOR �.22Scale: 3"= 1'-0" ns.22 Scale: 3"= V " As.22 Scale: 3"= V-0" ATLANTIC BEACH Z COUNTRY CLUB Z O • U D aC C4 DOOR DETAfLS 44 :5/ These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection A6022 R. Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and P PP Y 9 a composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of v. these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARC=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE NOTES co LO N O � N O N OO � O OaCN OD = M a) N C C O C o � M Co U CM rn ccLL CU X Q U/ LL O N .; NCD CD :3 44, '%tM O CO UO U) IR U � O 4„ a cv v DOOR HANDLE Z' LO THERMOSTAT E'er m O N U N O N SWITCH w O r WALL OUTLET � 06-11 Q wO X CARD 0READE I o LO z 00 p DOORWAYS SIGNAGE DETAIL CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY 10" 42" 36" 6" JACKSONVILLE, FL 32256 PH: 904.483.5200 1 12" GRAB BARS GRAB BARS M P&F P 15" MIN MCVEIGH & MANGUM ENGINEERING, INC. . 9133 RG SKINNER PARKWAY Uj JACKSONVILLE, FL 32256 PH: 904.483.5200 U w _ ELECTRICAL °' `0 ;, 11�4' MCVEIGH & MANGUM o Cn INC. U U_ - U 9133 RG SKINNER PARKWAY o ? a = �, JACKSONVILLE, FL 32256 x O ti Z PH: 904.483.5200 O LANDSCAPE ARCHITECT LL TOILET / GRAB 18" URINAL BABY CHANGE EUTHENICS STUDIO 10, Z HOLD 1650 BEACH AVENUE Z BARS STATION ATLANTIC BEACH, FL 32233 OPH: 904.246.6219 U Z a w H h- o REVISION DATE LOP PERMIT SET 12/13/13 a 36" MAX. O w ' X w X w zJ Q °° Q °° F77]m Uj } 0 IL 1 0 O 0 O Q � w w CD O SOAP TOILET TISSUE DISPENSER PARTITION-MOUNTED PAPER TOWEL Z Z DISPENSER TOILET TISSUE DISPENSER W � Q ARCHITECTS SEAL U_ Z D U w co W 0 17" MIN. lo w z O o g W o0 r Q O a w Q Q D 78" J o U a O Cn �/T{•� I V, N 6" W U CADD DWG. FILE NO. D 0 LAVATORY MIRROR ROBE HOOK FIRE EXTINGUISHER W SCALE !Y w CABINET AS SHOWN w FBC 200 7 ADA CHAPTER 11 REQUIREMENTS DRAWN BY m a SMZ Y LEGAL DESCRIPTION O F LL O F Ir Q a. PROJECT PHASE O Z PERMIT SET Ci w PROJECT NUMBER W w 18-11- w co c� Ir J Q NEW CONSTRUCTION w U ATLANTIC BEACH, FLORIDA U U ATLANTIC BEACH Z COUNTRY CLUB 0Z Ci U HANDICAPPED & MOUNTING: f4' EtGHT CM DETAIL N .f These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection , Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and A6m4o .3 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of PERMIT SET 12/13/13 �x _ these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOM ARCIIITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTES 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS"HUGO'S INTERIORS"FOR DETAILED INTERIOR SPECIFICATIONS (O LO O N O M N C7 N O N .O 000 LL O O W NO L 04 LO M N N CO U O � p O M XD O s fir°. N Q X LL .1; W r U) LL O L �. CD O PAINTED GYP.BD. PAINTED GYP.BD. ZPAINTED GYP.BD. M ZPAINTED GYP.BD. 5 o Cn M U .4 -o 0) 0 rn EL a 4.10M 0 L- F U) ..� M° - N U N d. O N O — BOTTOM OF BEAM CONSULTANTS B01-170M of BEAM — — 13 2 v4"(22 3a) 13'-2114-(22.58 STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE,'FL 32256 PH: 904.483.5200 - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MP&FP MCVEIGH & MANGUM - ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 u.i PH: 904.483.5200 0 ELECTRICAL W DINTNG ALL~ DIN ALLMCVEIGH & MANGUM ENGINEERING, INC. 1119119133 RG SKINNER PARKWAY U L JACKSONVILLE, FL 5 v Y PH: 904.483.5200 Z 00 LANDSCAPE ARCHITECT U � EUTHENICS STUDIO 1650 BEACH AVENUE ZORS To ATLANTIC BEACH, FL 32233 zCOORS— T — —_ DINING —_ PH: 904.246.6219 O _ DINING _ Z �/ STIBUL �/ STIBUL w F- REVISION DA CL PERMIT SET 12/13/13 of a. 0 Z U.1 Z TOP OF FINISHED FLOOR TOP OF FINISHED FLOOR 0'-0 9.40') 0'-0"(9.40') Q - m w O O LL z 1 L B HOUSE - DINING HALL LOOKING SOUTH 2 MAIN CLUB HOUSE - DINING HALL LOOKING SOUTH Z MAIN C U 0 �10 Scale: 1/2"= T-0" ALTERNATE#1 �10 Scale: 112"= 1'-0" ALTERNATE w ARCHITECTS SE U Z D U w W 2 F- O OC O 0 w OLg �INISUED CEILING FINISHED CEILING ( .7') - - 1 T$(2.73) w F- _m fY F- Cn CADD DWG. FILE NO. 0 w U D 0 O d SCALE — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - AS SHOWN 0 PAINTED GYP.BD. U DRAWN BY D m SMZ WOMEN'S PRIVATE LEGAL DESCRIPTION SHOWER WOMEN'S WOMEN'S PRIVATE SHOWERS RESTROOM RESTROOM � 1 134 1 1 132 1 132 (n A7.10 2 = PAINT:-D P.BD. PAINTED GYP.BD. U- MIRROR PORTAL TO 7 PORTAL TO WOMEN'S WOMEN'S PROJECT PHASE (L O PERMIT SET SHOWERS REST Z o W 0 0 13 R 0 13 0 PROJECT NUMBER N 18-11- w X coF- c? o� J J a � NEW CONSTRUCTION F W £ I TOP OFF FLOOR _ TOP O FINISHED FLOOR D - - - 0'-0"(9.4(Y) 0 0' w ATLANTIC BEACH, FLORIDA F- It 2 IN CLUB HOUSE - WOMEN S PRIVATE RESTROOM LOOKING SOUTH) 3 MAIN CLUB HOUSE WOMEN'S PRIVATE RESTROOM (LOOKING EAST ATLANTIC BEACH U MA 0 �-10 Scale: 1/2"= 1'-0" �10 Scale: 1/2"= 1'-0" Y COUNTRY Z O . U Q INTERIOR o _ N ELEVAIS F- a 0 U k These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright rotections apply to the overall form of the structures, the arrangement and A701 P PP Y composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. i DO NOT MEASURE DRAWINGS _ - HED CEIL NG NOTIFY ARC=CT OF ANY AND ALL DISCREPANCIES 15G - - NIS (20115') ON. FI PRIOR TO CONSTRUCTION. GENERAL NOTES Z Z PAINTED GYP.BD. PAIN ED GYP.BD. PAINTED GYP.BD. NOTES 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS"HUGO'S INTERIORS"FOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — —— — — — — — DETAILED INTERIOR SPECIFICATIONS W4 (D LO MEN'S O / / HANDICAP EN'S POOL W.C. N o VESTIBULE RESTR 0 RESTROOM c N Cn 141 14 142A o A7.20 7 6 A7.20 4 0 co o Lo PAINTED GYP.BD. 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Z I Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m I O O WOMEN'S POOL HAN ICA P W.C. WOMEN'S P L Q VES IBUL RESTROOM RES 00 RESTROO Z 44 145 145 w 10 A7.20 12 1 A7.20 .,9 v • " PAINTED GYP.BD. ARCHITECTS SEAL Z ZMIRROR PORTAL TO O VESTIBULE U w I O O O w Cna , R C TOP FINISHEDF L R T P F FINI HED F O O00 O O S FLOOR w — — — — D'-0' m H Cn 9 CABANA WOMEN'S POOL RESTROOM LOOKING NORTH _ 10 CABANA - WOMEN'S POOL RESTROOM (LOOKING WEST U �_2Scale: 1/2"= V-0" x7.20 Scale: 1/2"= V-0" CADD DWG. FILE NO. O oc a w SCALE FINISHED CEILING FINISHED CEILING 0 10'-s'•(20.1s — — — 1a-s•(zo.1s') LU C D w DRAWN BY M a SMZ g PAINTED GYP.BD. PAINTED GYP.BD. PAINTED GYP.BD. LEGAL DESCRIPTION O 3:co --- w O of I- 00 PROJECT PHASE Z W HANDICAP W EN'S OL WO N'S POOL i W.C. HANDICAP PERMIT SET RESTROOM R TRO VESTIBULE R T RESTROOM PROJECT NUMBER W 145A 145 144 1 145A 18-11- It -1 - N PAINTED GYP.BD. .20 9 A7.20 11 PAINTED GYP.BD. PAINTED GYP.BD. H O ZHANDICAP J PORTAL TO MIRROR — /Z NEW CONSTRUCTION w Ir U �X" 4-41 LU ATLANTIC BEACH, FLORIDA a \ \ \ \ U ATLANTIC BEACH COUNTRY CLUB 0 .... ..N LL 3 T P FINI HED FL R O OF 5 00 T F FINISHED FLOOR U1 opo s o0 o'-0•(s.4o') — — — — a-o•(9.40') — INTERIOR N 11 CABANA - WOMEN'S POOL RESTROOM LOOKING SOUTHrl2CABANA - WOMEN'S POOL RESTROOM LOOKING EAST ('113 CABANA - WOMEN'S POOL RESTROOM (LOOKING EAST)- ELEVATIONS c� �.2OScale: 1/2"= l'-0" A7.2o Scale: 1/2"= 1'-0" A7.20 Scale: 1/2"= 1'-0" I O U 1— These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement andA702 composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of is these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS i FINISHED CEILINGFINISHED CEILING N�07 1 r�ARC=Cp1i31�TT/03F i MD SAM D�i17� Vi�C11�'1f1�1��rl S 1a-s .1 ) -9• 1 ) PRIDR iV V�l��?1i�VV1j�N. G1�l�l'Ii�EIL� NO1��7 Z Z Z PAINTED GYP. BD. PAINTED GYP BD. PAINTED GYP.BD. PAINTED GYP.BD. NOTES 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS"HUGO'S INTERIORS"FOR \ DETAILED INTERIOR SPECIFICATIONS co URINAL ME 'S TEN 41S \ N o RE TRO A c N M 152 \\ o A7.30 4 15 A7.3 0 00 •r- o \ LL N 1[ co MIRROR MIRRO \ Ct? CV +=� M PORTAL TO PORTAL TO DOOR TO C>: o C o SHOWER URINAL GOVERED PORCH � a� U) o rn � K D � F1 f] 0 „, U- CU / LL N / _ N L6 � C:) L0 q / M Cl) N / v o to C4 ch q ; f s I 1 ca TOPC FINISHED FLOOR TOP OF FINISHED FLOOR OL .V ... 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U \ ( 9133 RG SKINNER PARKWAY o TOP OF FINISHED FLOOR TOP OF FINISHED FLOOR( — — — — — — I_ --- `—�--- ( JACKSONVILLE, FL 32256 I Z PH: 904.483.5200 O LANDSCAPE ARCHITECT ri7 TENNIS / FITNESS CENTER - WOMEN S TENNIS RESTROOM LOOKING ORTH 16 TENNIS / FITNESS CENTER - WOMEN S TENNIS RESTROOM LOOKING EAST EUTHENICS STUDIO w A7.3o Scale: 1/2"= 1'-0" A7-3O Scale: 1/2"= 1'-0" 1650 BEACH AVENUE Z ATLANTIC BEACH, FL 32233 0o PH: 904.246.6219 Z w REVISION DATE °C PERMIT SET 12/13/13 O aa.. O Z w I Q II m tr O T � O LLZ Z O w Q Y ARCHITECT'S SEAL U Z U w w H O w O 0 w w oF-c o I 0 w U CADD DWG. FILE NO. � D O O w (L w SCALE O AS SHOWN w Cn w DRAWN BY Ca Q SMZ LEGAL DESCRIPTION ofO H U- 0 O Q a. O PROJECT PHASE Z PERMIT SET o w cc PROJECT NUMBER w co wwc 18-11- N z c� J a NEW CONSTRUCTION w U ATLANTIC BEACH, FLORIDA U i Q U ATLANTIC BEACH O Z COUNTRY CLUB 0Z - U Q 0 INTERIOR CNI0 ELEVATIONS 0 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright ProtectionA7030 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use oPERMIT SET 12113/131 f a these materials can result in substantial criminal and civil liability. ,� I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. 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Unauthorized use of . - Z� 4 �� these materials can result in substantial criminal and civil liability. . � ; ! i I i � � 4 „ „ � „ 3114 2 4 4 DO NOT MEASURE DRAWINGS NOTIFY ARCMMCT OF ANY AND ALL DISC1WANCIICS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES SSI-1854 3/4”x 5-13/16" A CEILING MATERIAL N - .2o Scale: SCALE: FULL SCALE ol N O SSI-485 SSI-485 SSI-437 N N Cn M 1-1/2"x 4-15/16" 1-1/2"x 4-15/16" 1Y16"x 4-15/16" cc m 0CCO � O � CN oLo � aiCD � rn > � c o COO 'nCn Y O O CU xO M r Cn U- 04 N 0LO � Go CD LO� co I N c B CORNICE ASSEMBLY CROWN & OVER DOOR N = N -2o Scale: SCALE: FULL SCALE .2o Scale: SCALE: FULL SCALE cC U) co Iq U „0 CU cu S4S 5/4"x 9 1/4" Q-0CU s 9?.4 CU G„ w„ IV (N V �J 1 2 co N f6 � r A CORNICE ASSEMBLY SSI-769 Scale: SCALE: FULL SCALE SSI-1701 -2o 1-1/16"x SPEC." MODIFIED SSI-1701 1-7/16"x 2-1/16" 14„ 2" "1-1/16 x SPEC. A SILL & NOSING MATERIAL CONSULTANTS ��.2OScale: SCALE: FULL SCALE � STRUCTURAL S4S 5/4" x 3 112' MCVEIGH & MANGUM VARIES _ ENGINEERING, INC. co SIN 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 SSI-769 M P&FP MODIFIED MCVEIGH & MANGUM 1-7/16" x 2-1/16" M ING, INC. SSI-3286 .9133 RG SKINNER PARKWAY Uj MODIFIED JACKSONVILLE, FL 32256 11/16"x 3-1/2" S4S PH: 904.483.5200 W 514"x 3 1/2' ELECTRICAL ~ VARIES 0MCVEIGH & MANGUM w -9 rA WINDOWSILL & APRON ENGINEERING, INC. SSI-3286 �-2O �� SSI-3657 9133 RG SKINNER PARKWAY o MODIFIED Scale: SCALE: FULLSCALE Z 11/ O x IE /2" 3/4" x 1-1/4" JACKSONVILLE, FL 32256 PH: 904.483.5200 0 v NOTE: TRIM SUB-CONTRACTOR TO PROVIDE LANDSCAPE ARCHITECT U- 0 ASSEMBLIES (LIMITED) 114 EACH ROOM FOR APPROVAL EUTHENICS STUDIO III FURNITURE-GRADE PLYWOOD 1650 BEACH AVENUE_ 0 3/8co U ATLANTIC BEACH, FL 32233 co " S4S PH: 904.246.6219 III 5/4" x 9 114" REVISION DATE A M ISC. STICKING FOR STILES & RAILS A CHAIR RAIL PERMIT SET 12/13/13 a -2o Scale: SCALE: FULL SCALEAa.2a Scale: SCALE: FULL SCALE 0 A CASING B CASING Z �-2Scale: as.2o SCALE: FULL SCALE Scale: SCALE: FULL SCALE 1„ III lift 4 Z m O o w c Z Z o w N a S3/4x 1 61 4" U ARCHITECT'S SEAL Z CUSTOM PLINTH A M I SC. PANEL MOULD rA WALL BOARD o HEIGHT- 9-3/8 �2O na.2o III Scale: SCALE: FULL SCALE Scale: SCALE: FULL SCALE co ,_O„ � /�J,_O11 w op O O D Cn a A PLINTH "A„ \ \ F- .2o Scale: SCALE: FULL SCALE m o o w U \ CADD DWG. FILE NO. D D \ O SCALE W \ AS SHOWN III BASE \ DRAWN BY Q SSI-396 \\ SMz Y (MODIFIED) \\ LEGAL DESCRIPTION 0 1" x 9-1/4 co o - `n o \ o \ a BASE C0 / 00 / PROJECT PHASE O Z SSI-0308 / / ` PERMIT SET w 3/4"x 5-118" PROJECT NUMBER W w / / 18-11- cn c� J NEW CONSTRUCTION Uj oe k.LJUV ATLANTIC BEACH, FLORIDA _ SSI-705 SSI-705 a 1/2 x 13/16" 1/2 x 13/16" rx WINDOW TRIM DETAIL / ATLANTIC BEACH Z A �.2OBASEBOARD B BASEBOARDScale: N.T.S. COUNTRY CLUB 0 Scale: SCALE: FULL SCALE -2o Scale: SCALE: FULL SCALE Ci �.2O 0 TRI M N NOTE: REFER TO SHEETS A6.11 &A5.12 FOR PROFILES.-," ADDITIONAL WINDOW& DOOR TYPES. x CHAIR RAIL DETAIL 2 PANELED INTERIOR DOORK`3� LOUVERED INTERIOR DOOR Y °- �2OScale: N.T.S. As.2o Scale: N.T.S. as.2o Scale: N.T.S. 0 U w.. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright ProtectioA820 n a: Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ■ a w composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. i DO NOT MEASURE DRAWINGS NOTII'Y ARCIIITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES CDCN 0CD M N O M .� OD 'C O LL O O QO D O L L O M C O 4t O O M O O O O ca X 3 O -X- LL (n Cc LL O N ch Cl) O - UO Cl) C L M d• cc O U 01 V U p r.L O a) F- +' 04 U N d O N O FINISH / FINISH G1„ L- 1" 10 OUTSIDE FRAME I OUTSIDE FRAME 10 01 2 2X0 CONSULTANTS STRUCTURAL MCVEIGH & MANGUM j ENGINEERING, INC. SSI-1854 9133 RG SKINNER PARKWAY 3/4"x 5-13116" JACKSONVILLE, FL 32256 PH: 904.483.5200 i MP&FP MCVEIGH & MANGUM ENGINEERING, INC. Uj 9133 RG SKINNER PARKWAY D JACKSONVILLE, FL 32256 w PH: 904.483.5200 = 4 4 ELECTRICAL U a MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY Z _ JACKSONVILLE, FL 32256 v PH: 904.483.5200 U- 0 LANDSCAPE ARCHITECT Z w EUTHENICS STUDIO 0 1650 BEACH AVENUE U ATLANTIC BEACH, FL 32233 Z PH: 904.246.6219 tY REVISION DATE 0 n. PERMIT SET 12/13/13 I Q W Q m Z Q m 0 0 } Z Q Z w U 2 _ , . Z 2 �� ARCHITECTS SEAL 1x FACING MATERIAL °0 0 U I co W 0 i 0 ° W g m ° FRAMED DOWN BEAM 0 w m m 0 w 4 4 U p CADD DWG. FILE NO. O BEAM BEAD wSS 1-3666 SCALE w D AS SHOWN w m DRAWN BY Q SMZ 0 LEGAL DESCRIPTION H 0 BEAM PROFILEB BEAM SECTION B1 0 Q As.3o Scale: N.T.S. Z A8.30 Scale. N.T.S. PROJECT PHASE CiIII PERMIT SET x w PROJECT NUMBER w 18-11- it J J a w NEW CONSTRUCTION H W H ATLANTIC BEACH, FLORIDA a ° ATLANTIC BEACH Y 0 U COUNTRY CLUB Q 0 N DECORATIVE H BEAM DETAILS o These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection :tea Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of A8m these materials con result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARC=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I N O N O ch N N O co .000 'a0 LL O OO Np LLO _ M > C O U '0 O p O � � Q O _ X r LL CO LLL O N s i CID C) LQ i� OCfl vo (A � ` th ........._..... 0) U cc C? SSI-769 (L a U MODIFIED U �+ N 1-7/16"x 2-1116' O .D CU O L-+ ~ CU N U N Itt S4S O N O 514"x 31/2* fO i VARIES F3/4 4" CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP ! MCVEIGH & MANGUM ENGINEERING, INC 9133 RG SKINNER PARKWAY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JACKSONVILLE, FL 32256 FURNITURE-GRADE PLYWOOD D 3r8• PH: 904.483.5200 w ELECTRICAL I- MCVEIGH & MANGUM a ENGINEERING, INC. j 9133 RG SKINNER PARKWAY o JACKSONVILLE, FL 32256 Z PH: 904.483.5200 O LANDSCAPE ARCHITECT EUTHENICS STUDIO w 1650 BEACH AVENUE rB DOOR CASING DETAILrD WINDOW CA ING DETAIL ATLANTIC BEACH, FL 32233 PH: 904.246.6219 0 Scale: HALF SCALE Scale: HALF SCALE As.4O A8.40 Z w O REVISION DATE PERMIT SET 12/13/13 oc CL 0 coZ a w m 0 t cc O I-365 31•x 1-1 4" Z a Z o w ARCHITECTS SEAL U Z -)P S48 0 5/4"x 3 11T U VARIES w w _ H O fY O 0 w g - � 0 w F- D m co 0 0 U CADD DWG. FILE NO. D O w -k : I (L BASE w SCALE fY SSI-396 o (MODIFIED)9-11" AS SHOWN w co D w DRAWN BY CD Q SMZ LEGAL DESCRIPTION O N A PLINTH BLOCK DETAILrE WINDOW SI L DETAIL ' X' F- �4OScale: HALF SCALE .40 Scale: HALF SCALE PROJECT PHASE O NOTE:SEE SHEET A820 FOR PERMIT SET Lij ADDffIONAL INFORMATION tY PROJECT NUMBER w U) 18-11- X r co F WAI NSCOTE PROFILE Scale: HALF SCALE J NEW CONSTRUCTION W w U ATLANTIC BEACH, FLORIDA U 0 OC a 0 ATLANTIC BEACH Y Z COUNTRY CLUB 0 U D o CV TRIM DETAILS H h 0 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright ProtectionA840 Act of 1990. The copyright protections apply to the overall form of the structures, the arrangement and ■ J'F . composition of spaces, the materials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. i - - - - I I I . . 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NS -1 a 0 U Via, These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the I a^, g4 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of � � m Al Om2O `�` these materials can result in substantial criminal and civil liability. �" �' i, D0 NOT MEASURE DRAVYINGS N07M ARCHMCT OF ANY AND ALL DISCRwANM PRIOR TOCONS R MON. 3EE GENERAL NO= .. \:......_.....-........__._...-._...._.- E: Q REVISION#8-REVISIONS AS PER RPC __,: \'" ,..'.-'--�, �� -- '^----�=�� •- <�------------�-----�-3 E � '��: CORRECTIONS BASED EXSTING FIELD r \� ,,, := I ........................................_._.......................,............w, ;\tea. •'' ' `�\\ \ \ l� i� Ei f W \-'J MEASUREMENTS 1, AS OF: OCTOBER 8, 2014 f ......................................................................... ....... ... tt F.. r ter, OREVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS 8� F-"' "' "' € i FIELD MEASUREMENTS(RESTROOMS,DOOR SWINGS,WALL ``a ZONE \'' C 1[�-T�1' CN C) LOCATIONS,ROOM ACCESS ETC.). ZONE I F CCN M04 ZONE ZONE 4 N __...__ OREVISED BAR 120 EQUIPMENT AS PER RPC DRAWINGS. ':,':. 3 „ 10— _.: ZONE – �.. 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W R 0�� ►' a61ELECTRICAL 107 ' , «�T f 2 EXP ELF RSM 1 EQ CUSTOM SERVICE ' 6� O SH a rlJ�`r`%'ri'r f',/.`�"`r'��j.i'!J.✓dr .... ...f.��;rfr ME�./:HANI-�./A� � ! r.+,{... !/•' f r I Jr r 'f :',�f Jrs f' = : SIZES VARY, o r _:m_: _ DRY STD RAGE 0 03 SERVICE r' 8 3 6(rXI "SIS WHEELED�TABLE RSM i EQ CUSTOM m __ _ _ m r 0 0 4 '' 70 1 SIS HAND SINK WAITSTATION RSW EQ CUSTOM E5 PC 12” 112" p ALK INS I*VE ME s .. _.... _- _._..�. W m I�ALL �-... r 1 U f, 1 SIS 2 COMP PREP SINK " i N _._� v _.._. x ^.r�..., T. . ..,� 75 RSM!EQ CUSTOM 97 x V ES PC 1 112u i � VINYL I 81 1 > 1 r; 83 WATER HEATER i J�p ,i.i .;••: ..J.'r »r.. r',J��,}'','.PJri"' �:l !',/!1'�'�/tJ r�Y�rrl�lf�Jrrrl r r ;f,af P�fi,, �Jf l..r J ,..J. erii l !r, i » .' '' d .' Iii a' �� ,+� f�F (•'i r `'i/.!'r`'J.'.! ,fir !Y./i J...t� xr o �. �f,,} �.l�.�.rr • ' 84 1 HOLDING CABINET ..�. ...�...._ ALT4-SHAAM 10005 ES EC 120 1 16A CF CADD DWG. FILE NO. w ,: 11 M., .A .: ,, ,� ,,,, � B.E;iG'f.POR 1 SA CAR84i� {2 U r o f _ _ :^/� NMI _85 1 S+DDA"BAG IN A B�Or RACK MCCANN'SI EQ ICr44243 SD EC/PC 115 1 6,5 A C&P 112" MCCW 433RM 0N'w1 or' wwm w m m w.w m.mm.ww w:.mw w. r �'J 1 8 (".7 �rr mm,. , 86 2 COOK AND FOLD ALTO-SHAAM 1000'TH-II ES EC 120 1 16 A C&P SCALE _ PHC � CPHC101 2 COMPUERCSMS SMS SMS CP SAND MDMW AS SHOWN "' 103 2 3 DRAWER METAL FILE CABINET Q GC (43 DwR a(1j 2 DWR D TABLE f" %' I DRAWN BY ,�'` �sacxeolx�tm�e� � :, O W r ��� � r i r :,: DELIVERY ENTRY STO R AGE Jr J: 0' rr 104 2 OFFICE FAXIRINTER __ _� �.� _ _ _ _ mm ._ _ _ .w W __.0 sMz r mmmm � 00� m !> a f�P f 1 FILTER FaR STEAMERS KLEENSTEAM EV9797-22 ES PC 1 "' 11Z" as _ q �I �'`� 0 'i ' � f 105- STEM I I LJ' ;J' J,F � r j s'rr, fig _____.�.�..� T.._.__ _ LEGAL DESCRIPTION ,J.. VINYL J,: .�.�.e.....,K._ :�.o..�.-_. � . ,i�-�"�`. _ ,f f P V90B-SINGLE 24 SMS SMS DC SMS 1112' �o __ .. ._ r 107 1 VI�ATER ►FTENER CULLIGAN � ES PCIES � .�_ O .%r ,.n,w� f%'� / %,>. rJ'r r ri:�rr+✓'f,•. r i.'.' Jf 108 1 BRINE TANK cn •� frf � {r r✓ � � r !IL ! 1 WATER FILTER CVILIGAN PV-16R ES PCIES 124 his SMS DC SMS 1112, OEM s WASH . c�l►II:r r ' IDB LL o }!, i STATI ON ,r e ,�, 112 1 SSS WAITRESS STATIOhI RSM 1 EO CUSTOM SEE PLAN (� Q �— »%i _F rrirl Frd':fi r�%rr i:+adrl;••'l�F �F�r''/..r�r :rr�...lJ »'rl�.'•�d� 'r :�F' 1�. 0�;3 .............. ...,...,...........�..... .....,.....................c......,,,.........,.. .. ...�....... ......,,.......N.,w..,......:•...,.......�........»,...........:.,�.. .....m.....,..,. ...:.:........... /�/ , LL r✓'fir' f..'ii'�^°d .rj�r{,r'•�;,li.�:f,', .f'. . >. r.,''r .J' !i"rf r :,... iJlr !!rr d :'. fir» /if J d .,........ ...... w...... .w....w,.. ..w...... a ,,. 11 f ..' F D D D B EVE RAGE ,{, 114 _2 FLAT TOP REFRIGERATOR-2DR DELFIELD ST4 M ES EC 115 1 12.OA C&P ES PROJECT PHASE CL %�, � �; 11 0 �� ;. OFFICE , °z f F f J 1L M F27 ES EC 115 1 4A C&P ES PERMIT SET f F , r J !f, }�f 4a Zr2?"UNDER COUNTER FREEZER MCCAL CC ,�•� `�' 113 +�' 11 " r . .. • r'',Jr/� i.,'.✓''F f �i✓F»Y f'fn,d �s W '/Y, , „ gra wr '"r 1O�) 1Q �IO�I "f F:' EV ES MEM(4)MAMR PROJECT NUMBER �r f 116 1 6'REFRIGERATED CHEF BLASE DELFIELD F29MDVR ES 115 1 6 P f HAYMN 18-11- co + _ � 120 OFFICE SAFE w t� MWN 128 2 UPRIGHT TWO SECTION REFRIG TRAULSEN G20010 ES EC 115 1 17AA C&P ES �qlt�a���ac�►s '150 1 MR DRINK 1 BEER DISPLAY CASE iJJ frY f J.rr�fi.im r�YJ t�.'?f,»'/+i"rr�11'!»Y'J. /i>• Y r�lI�,FJ.f�Y :y,F' fj' ./'J�J:�!r/ ♦/".JJAi".i %,r'/F/f'lf -I r,f rY rr• r Y � (% „. J J J,r>�. LILY r �� r,JY s' , !'�� , ri f,! r r'r J� ri ,l r. ,1,,.., Jf-+rir rr� !�.Yf'.,J'Y rrd�f f/ >•!_ ; r Y f Mfr DMNIGUISHER NEW CONSTRUCTION 11 2 FiRE a w ABBREVIATION LEGEND w 0.OVMER ATLANTIC BEACH, FLORIDA I— ZGENERALCONTRACTOR ES-EQUIPUENT`SUPPLIER EC-ELECTRM CONTRhCTOR ATLANTIC BEACH 1 FOOD S E RVI C E PLAN — KITCHEN I �r-NArrll.�vrE 0 " Y FS1.10 Scale: 1/2"= 1'-0" PC-PL�UIii�IN�3 CONTRACTOR COUNTRY Z SP-SEE PLAN FOR QUANITY °� $AT-ARMTIOSATELiTE U SAS-GUM SIGHT I SOIJNa Q $101-MIXTRIBUTER FOOD SER ICE PLAN oS"E MECHANICAL SMEDULE 3 8 N KITCHEN C S L>GW. _ RSM-RAM SiW METAL -y, c� 0 FS1 U _ ` These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of ■ these materials can result in substantial criminal and civil liability. i i DO NOT MEASURE DRAWINGS NOTIIrY ARCTECT OF ANY AND ALL DANCZS PEOR TO CONSTRUCTION. SU GNNNRAL NOTES 2 _., _ ____,,,__. _,_,__,___,___,_•___v} . q. REVISION#8-REVISIONS AS PER RPC - CORRECTIONS BASED EXSTING FIELD \\ `"" 3 -..-............._...,_._..__._._...................__..........._ '\ ;>r , H MEASUREMENTS rr -•---••-: a ,3 ................ ............ AS OF: OCTOBER 8,2014 I _u.... j ------- OREVISED RESTROOMS&SHOWERS AS PER RPC CORRECTIONS 8 i \'~--• -''"` _, FIELD MEASUREMENTS(RESTROOMS,DOOR SWINGS,WALL ZONE ...^ `' i CID L0 LOCATIONS,ROOM ACCESS ETC.). 1 1 ZONE - N CD 2 M M ZONE ZONE U p O REVISED BAR 120 EQUIPMENT AS PER RPC DRAWINGS. 4 _> -0 � i M ZONE ::; '- O REVISED KITCHEN 111 EQUIPMENT AS PER RPC DRAWINGS. ' U- p O 0 1 x. 00 0 .I ;'C'•: I i 03 4i cl� .......................l...y. Q „�,• r C'7 rr C7 p UY p CU U- �; X � 03 KEY PLAN ��• r Cn LL r 1\ Scale. N.T.S. r _ 04 m L �t c \ � co o lwt cn co Tg _ CID NORT "� N L O 0) Cq — M � O ` CD CD cc M f� Z U TO 00 r CL 04 0 t l I ti\ N � C ` p N r p "� i•r M� CONSULTANTS r STRUCTURAL MCVEIGH & MANGUM r ,;r F✓ \ f,� \%r` ENGINEERING, INC. 9133 RG SKINNER PARKWAY ti f,. JACKSONVILLE, FL 32256 PH: 904.483.5200 \ ,r M P&F P , j �.. r ,. ` c MCVEIGH & MANGUM � 138a fr ENGINEERING INC. 00 co 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 TSD36IC10 /i PH. , rr/ 904.4 3.52 8 00 r - \\ RNER � � ELECTRICAL CORNER r TABLE TABLE MCVEIGH & MANGUM w Fir 3'CCC TAIL STATION f{ " ENGINEERING, INC. r ry r 9133 RG SKINNER PARKWAY f , .,.; r��+ f, rr,lit JACKSONVILLE, FL 32256 f f\ a, ,A� ,\ �y 84 _ +�7V ,;f, \ PH: 904.483.5200 d , \ LANDSCAPE ARCHITECT a _ orf _, EUTHENICS STUDIO r r� o _a ✓ BAR 42 1650 BEACH AVENUE Y , `, ' r •f EQUIPMENT SCHEDULE ATLANTIC BEACH, FL 32233 - .... r Z -_~ PH: 904.246.6219 411 LUL ,' r. +� `1 ,r t '.. __ 1/ DESCRIPTION MANUFACTURER MODEL NO. ELEC.REQS C PLUMBING REMARKS F— f8~ �. %\ — HOT COLD REVISION DATE Z �r,f; LY WASTE 71 Z r PERMIT SET 12/13/13 r .,• lE Z ,, _ -- r "�' as "� ' REVISION % _4K LU ,' a + 01/31/14 BAR4 — w "' PLAN CHANGE ` w _- m \ff �► '�.�" ; lua ' REVISION l 2 03/25/14 1112 LIFE SAFETY PLANS 12x2- SLIM : rf jr , .,t 7 1 BIS HAND RINK-WALL HUNG KROWNE HM ES PC � " 1�1" will �u l�ll��llw��a w�v�s s f rjp a. a _ ...w <._._�_._- ,.- , <.,,.,,__ _,.,_� �.<,�., d ., .�,�m Wa�<.ww, <_ I R E V I S I O N \; ,� f, ,'+ _ '� , « c' iOKTA�L 'TT� N I RL TS Q `�I' PC ' MEETING COMMENTS 04/17/14 _ I r E ICK ) ES 112' a REVISIONS 05/22/14 rf _ � r U- r � 18 BLENQER STATIO 4 .� N W!SINK �� 3 1 PERI. K TSBBLY ES PC 1f2"' 112 1.1 UVf SIDE SPLASH GUARDS �� RPC PLAN REVISIONS 1 BLENDER � � a ;;r VITAMIX 1502 ES EG 12� 1 12 A CSP ES REVISION 06/18/14 RPC PLAN REVISIONS ; 42 1 FLAT T BOTTLE COOLER,4 'l F'ERI,ICK BC48 EC 11 1 . A CSP ES REVISION _ __ _ _-___ M _ m Q 6 1 SIS 3 COMP BAR �IK- �- R��M EQ D . . . _ OWNER'S REVISIONS 07/28/14 j {��� w.�,. .�»�.,�.� ,.. ,..a,..,, �,,.�<....�....... _,_.,��..,,..,..�..�<..<.,.�.�. �S ��,� m ,�...m . � �r� �I�i lIY1&ARI�AIDGIJISBW�$F�.w.mm.�..�.,,��..._...�.-... � <. ...��,�e,,,-,�,,,,�.�..-. -.- m 1 C FR TER,+ L PERL�K I"R SERIES E EC 7 REVISION - RPC - ADA 08/07/14 lY I 15 1 6,2A CSP ES o �. , rrr BUILDING CODE REVISIONS _._._,__ �';- 46 1 COMPUTERI CASH REGISTER EVER SERV Q EC 115 1 1,5A C81P ES REVISION-RPC - 10/08/14 r 8 FIELD MEASUREMENTS fr ° \ 6 TARS M r; 2 1 BEER TOWER-6 TAPS I ERIIOK 4 TAPS E5 PC _ PPDM I SWE ;f 1 38 18w4 ff �, FRW IP 10.e3 Z f r,r"> `° _ TABLE ;` �' 63 2 CENTURY CITYPO�I�ER PACK PERU{ E 4420 E5 EC 2 1 PLUS&CORD TWIST LOCK Z r +J rr r I f-a✓. r{..rr r,r ..orf rr ✓ :r r _< F ....`._ :r. r. —.,,....„_.,. _,... ......,. !.. r r , � ,..J. /r rr r�'r 'r..{ r ,r r r . fr,,, r.. l.r / / '%rr r €.r r r✓”/r�+Ir; .'.r r f r f ✓. a' ,.'• r .7'r !r. 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CUSTOM ARCHITECT'S,r 100 BOTTLE TIER NAT � Nv.,. NATO EVJI.A,m SEAL ,11 ,✓fl r f;` 138 1 SSS TABLE,PER PLAN RSM IE 1�'iIV . LlQtJOR T FSA► r \ ES GC ES GC o ='" ;%'. �,r;i 13�� 2 SIS CORNER TABLES BAMS,PER PLAN RSM f EQ CUST�IM SEE� p, ✓ _ . . wY..e,.<.,.. ,. .< ^.. , U)W = E r; r;,rr 140 CUSTOM BAR TOP 141 39.117 x 29'UPRIGHT REFRIGERATOR + r r i. rr r rr 1 r iwrr .; rr,`f f e #�r � m � �_,�.�.,._,mn_*., ,I ,rt� r �.., 1 �"X1�'CART N v_ oFOYERSERVICE 142 4 WHEELS �,s 34 , f rrr 0 139 'f CARTON '' � } WFIEELS " ' 119 Irl r ABBREVIATION LEGEND ^/ c.� WOOD r'"r .'`Fr?�{r�,J`r' 4ii 141 „....,,..�<................... \ ` jr. V'OWNER o r, €C-GENERAL CONTRACTOR w '' CUSTOM \.r \ 39-1f2"X 29"UPRIGHT REF. i` r. '� f ES EWI�EN'I'SUPPLIER a. BAR TOP r EC-E LEC1R CON RACTOR NATM T'M FURNITURE LIQUOR r€`r-, Q '`r`.r r` f rri r?+ -"r rr'f• rrr rr,.f:rrrrrrr ,'f.. f r..',f/dr r.trr .r'r�r.r f'r'f'.f r' i'.r''. .f,j, •trlr "rr i` rr•,r :.. P C-I MING CWRA W T r t Ll j f \;;\j I/ TIER SP-SEE RAN�OUM Ur F' wiww " D .....-------- _ f ffrrr{j f'{ 'rfi SCAT-7ATL4=SAT E CADD DWG. FILE NO. ,• rj �i d,j °/ 5A5�CURTONI SIGHT d�St3E1Nb O r' f r - r ., r'f f�sr I'✓rrr�f r,r f ,,.., ,,, ././:: t^�ti. l r/•rrr✓Yf.+rr�f ./r•r/{.r`1 r r f'.(`r. {r'..° J r�ir d f rlr77-777777-77--/rrjF.i _ r,! r r f , ,r ,r'.ltl r+i /�•flr r /. ,.f '/ �`,,,-. r/,/:`r' '{r'r/d.� /F d,,Fr•^ ✓fi'r 's `•rrr'rf i ✓'`. Q'(����/�IQ�Q� .} r MYV VY/l�IN71 1 STAR 1 Y) r'r rrr r ��i�� �r.�l?•rrf f.�r' rrr-�%�.r{r�f,/ rrr, r fr F r r€ rrr r rrr`{ { SCALE EM'�E MECHANIICK SCHEDULE W rrs,r � f fF`s`.: v� ' i>. r:;r ;{ AS SHOWN CIDP-CORD�PLUG r rr j r R9M-RAM S4`METAL Wrf J I w.[±'�w��a�ry��i I���+w�yAr�� I DRAWN BY ✓fi�,{.I r r`%r y Akar Dfi=CION EC M A D151CO NECT r r J / ,,,,..J,,.....w'" w•w !r „r ,rrr/ r Z/.,,r r/ SMZ f LEGAL DESCRIPTION O O r,/f r• �,{frF;: rr r;.,,ryr'f';.,: r€ �,,rrl` t,r• \.r'r .frl,J F— U- 0 —lLO r€•. ✓r F ✓'�,r''rf rrr - { ''f:ir`s• r�rr�r t;rir{ ,r r".{'/!rr fr i rlrr�f.•Tr'/n.+Jj. .?"'y ./r7 :�r - r„ .i Sr fr r y t r OL,r ,Fr!rf _.J' / r`✓ ,.r'r'r/.r'� f� ,r` I /ri .r \ ,i PROJECT PHASE Z Ci r f ,: f,. \ % err PERMIT SET rY W \ \{ W r, i PROJECT NUMBER r; f 18- -:::::—�:dINING VESTIBULE E-3 .r r NEW CONSTRUCTION jf, \ „ : _ Mrr a %,{ WOOD F— rrr W F— ATLANTIC BEACH, FLORIDA a 2 FOOD SERVICE PLAN - BAR ATLANTICBEACH F�.2O Z Scale: 1/2" = 1'-0° COUNTRY CLUB U j p Q It 0 0 N FOOD SERVICE ,F�1.�4N I— 8 2 BAR , o .a- These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use ofFS1 020 y' these materials can result in substantial criminal and civil liability. i i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES STRUCTURAL ABBREVIATIONS DESIGN CRITERIA PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I i # NUMBER OR POUND FB FLAT BAR R OR RAD RADIUS DESIGN PER 2010 FLORIDA BUILDING CODE, UNLESS OTHERWISE NOTED. WOOD WOOD TRUSSES 0 ROUND OR DIAMETER FD FLOOR DRAIN RD ROUND LIVE LOADS: CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, 11 SQUARE FDN FOUNDATION REF REFERENCE ROOFS AND CANOPIES: (REDUCI LE) . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF STRONG-TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND A C F 0 . . . . . . . . . . . . . . . . . . . . . . . . . 80 F PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES EQUALS CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS ` & AND FF FINISH FLOOR REINF REINFORCEMENT) STAIRS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 PSF OR EXCEEDS THE SPECIFIED FASTENER. MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH 0 AT FLR FLOOR REQ REQUIRE 1 ARCHITECT'S DRAWINGS. NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR W ALUM ALUMINUM FTG FOOTING REQ'D REQUIRED DEAD LOADS: TABLE. ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN ATTIC FLOOR. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF CONCEPT ONLY FOR ROOF CONFIGURATION. 0°d. �n AR ANCHOR ROD FS FAR SIDE RET RETAINING ROOF ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. N o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF 04 ARCH ARCHITECTURE GA GAGE REV REVISION TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 -NATIONAL ``' M WIND LOADS: FOR STRAPPING AND STUDS AT WALL OPENINGS SEE DETAIL 2/S2.2 DESIGN STANDARDS FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION". :D 0 a ASSY ASSEMBLY GALV GALVANIZED SCHED SCHEDULE ° co •- ULTIMATE WIND SPEED: (ASCE 7- 0) . 129 MPH SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE Vx2%2" AT BEARING LOCATIONS WITH ROOF TRUSS DESIGN CRITERIA Q C-4 ° o`n'o B BOTTOM OF GC GENERAL CONTRACTOR SECT SECTION NOMINAL WIND SPEED: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 MPH 0 �- / MEAN ROOF HEIGHT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 FT ............................................................'**** SEED SHEET UPLIFT LIVE LOAD DESIGN CRITERIA THIS °' O °' BETWN BETWEEN SIM SIMILAR RISK CATERGORY . II - .................................................................... .o o M DEAD LOAD 10 PSF TOP CHORD HGT HEIGHT ROOF SHEATHING SHALL BE 1%2- MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN _ 10 PSF BOTTOM CHORD ll 00') WIND EXPOSURE. C RATING. HOWEVER 2 " MINIMUM APA RATED SHEATHING EXPOSURE 1 WITH 24 16 SPAN RATING MIN DEAD LOAD FOR UPLIFT STANDING SEAM METAL .... 7 PSF V 0 CM i =3 BOT BOTTOM HORIZ HORIZONTAL ENCLOSUSPEC SPECIFICATION r4s U / N UPLIFT ......0..................)........ ... . ................... ........... PER CODE !�� -� Q BM BEAM SQ SQUARE INTERNALRPRESSURE ICCOE�FICIENT. ENCLOOS1$ MAY BE USED FOR ASPHALT SHINGLED OR STANDING SEAM METAL ROOFS. WIND . .. \1 � `� t: Cc HSA HEADED STUD ANCHOR Kd DIRECTIONALITY FACTOR �3� BLDG BUILDING STD STANDARD ( ) 0'85 FLOOR SHEATHING SHALL BE -�32" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 48/24 SPAN BRACE BOTTOM CHORD AS REQUIRED FOR WIND UPLIFT. N HT HEIGHT SHAPE FACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER CODE RATING OR APA RATED STRUD-I-FLOOR, EXPOSURE 1 WITH 24" OC SPAN RATING. j i' a) 'n d' BPL BASE PLATE STIFF STIFFENER It COORDINATE TRUSS LOCATIONS CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO 't � IF INSIDE FACE THIS BUILDING IS NOT LOCATED IN THE MND BORNE DEBRIS REGION. IMPACT RESISTANT / `.? BRG BEARING STL STEEL ROOF AND FLOOR DECKING SHALL BE NAILED WITH 8d NAILS AT �s"& )�" DECK AND 10d NAILS AT AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, DUCTS, STACKS, F--� °? co INFO INFORMATION GLAZING IS NOT REQUIRED. o � STR STRAIGHT " & �Y4" DECK. SPACE NAILS AT 6" AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) PIPES, ETC. GENERAL CONTRACTOR SHALL ENSURE TRUSS C TO C CENTER TO CENTER INT INTERIOR CONCRETE (DESIGN PER CURRENT EDITION ACI 318) AND 12" SPACING AT INTERMEDIATE SUPPORTS. AT GABLE ENDS, NAIL ROOF DECK AT 4" AT PANEL CONFIGURATION ACCOMODATES ALL EQUIPMENT, DUCTS, ETC. U 4 o CANT CANTILEVER STRUCT STRUCTURAL SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F'C_ 3000 PSI EDGES AND AT 6" AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 10'-0" FROM THE END WALL. TEMPORARY TRUSS BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN a' 0 ai JST JOIST FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F C= 3000 PSI L SYM SYMMETRICAL CJ CONSTRUCTION JOINT ALL OTHER CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F'C= 3000 PSI 2 " SPECIFICATIONS FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI-DSB) Zai FE JT JOINT WALL SHEATHING SHALL BE �s MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN AND "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE co � 0 CL CENTER LINE T&B TOP AND BOTTOM ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. m o r LB POUND DRAWINGS TO BE WELDED SHALL BE ASM A706 AND WELDING SHALL BE IN ACCORDANCE WITH PLYWOOD SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) CONNECTED WOOD TRUSSES" (TPI-HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. CLR CLEAR T/ TOP OF AWS D1.4. UNLESS 5-PLY 5-LAYER MINIMUM � 2" PLYWOOD IS USED. TEMPORARY BOTTOM CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM � N U LG LONG / CHORD BRACING SHALL NOT EXCEED 10 SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO N CMU CONCRETE MASONRY UNIT T/U PANEL TILT-UP PANEL `t LLH LONG LEG HORIZONTAL ALL WELDED WIRE FABRIC ASTM A185. NON SHEAR WALL WOOD WALL SHEATHING SHALL BE FASTENED TO BLOCKING & STUDS w/8d ® 6" THE TRUSS BOTTOM CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING 0 36 N COL COLUMN LLV LONG LEG VERTICAL TE THICKENED EDGE OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQUIREMENTS AT UNDER PIGGYBACK TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. CON( CONCRETE TNK THICK CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) SHEAR WALLS, SEE SHEAR WALL SCHEDULE. LSH LONG SIDE HORIZONTAL COMPRESSIVE STRENGTH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FM= 1500 PSI AT TRUSSES REQUIRING WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 DEGREES) ® 20, CONN CONNECTION THRD THREADED SHEAR WALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WALLS OR PROVIDE DETAIL MAXIMUM SPACING. NAIL ONE END OF DIAGONAL TO WEB OF TRUSS AT ROOF, NAIL MIDDLE OF CONST CONSTRUCTION LSV LONG SIDE VERTICAL STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC, UNLESS OTHERWISE NOTED 3/S2.2. DIAGONAL TO TRUSS WEB AT LATERAL BRACING LOCATION AND THE OTHER END OF DIAGONAL TO MANUF MANUFACTURER (UON) MATERIALS SHALL BE AS FOLLOWS:TRANSV TRANSVERSE BOTTOM OF WEB AT THIRD TRUSS. CONT CONTINUOUS TS THICKENED SLAB W-SHAPES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM 992, Fy=50 KSI PROVIDE A MINIMUM OF 2 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING ROOF LOADS AT CONTR CONTRACTION MAT'L MATERIAL TYP TYPICAL OTHER SHAPES & PLATES . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A36, Fy=36 KSI BEAMS WIDER THAN 3X2", TRIPLE TRUSS GIRDERS AND AT ALL CORNERS PROVIDE MINIMUM OF 3 SUPPLEMENTARY NOTES MAXIMUM HSS SQUARE & RECTANGULAR SHAPES . . . . . . . . . ASTM A500 GRADE B, Fy=46 KSI STUDS FULL HEIGHT. CTR CENTER MAX WELDING ELECTRODES . . . . . . . . . . . . . . . . . . . . . . . . AWS A5.1 OR A5.5 SERIES E70 UON UNLESS OTHERWISE NOTED PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES CTR'D CENTERED MECH MECHANICAL HIGH-STRENGTH BOLTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y40 ASTM A325 ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 10/S2.1. HEADERS ARE AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT MIN MINIMUM VER VERIFY ANCHOR RODS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .GRADE 36 ASTM F1554 BELOW PLATE, UON. BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE DBA DEFORMED BAR ANCHOR WELDED STUDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A108 WITH THE CONTRACT DOCUMENTS. MISC MISCELLANEOUS VERT VERTICAL DEFORMED BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A496 ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 8/S2.1. DEFL DEFLECTION WELDABLE BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASTM A706 MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE CONSULTANTS DET DETAIL NIC NOT IN CONTRACT W/ WITH PAINT & PROTECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .SSPC PAINT 25 FOR SPLICES IN TOP PLATES, SEE DETAIL 9/S2.1. RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE STRUCTURAL W/0 WITHOUT OPEN WEB STEEL JOIST DESIGN PER CURRENT EDITION SJI WITH AN ALLOWABLE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR DIAG DIAGONAL NO NUMBER ( LVL SHALL BE MICROLLAM 1.9E BY "TRUS JOIST" OR EQUAL, PSL SHALL BE PARALLAM 2.0E BY THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT MCVEIGH & MANGUM DIA DIAMETER NTS NOT TO SCALE WS WATER STOP TENSILE STRESS OF 30,000 PSI) "TRUS JOIST OR EQUAL, AND LSL SHALL BE TIMBERSTRAND 1.5E BY "TRUSS JOIST" OR EQUAL. DOCUMENTS. ENGINEERING, INC. DIFF DIFFERENT NS NEAR SIDE WWF WELDED WIRE FABRIC TIMBER [DESIGN PER CODE SECTION 2301.2 (ALLOWABLE STRESS OR LRFD DESIGN) STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 9133 RG SKINNER PARKWAY GENERAL SYMBOLS AND CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION] JACKSONVILLE, FL 32256 DIM DIMENSION OC ON CENTER STRUCTURAL LUMBER. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N0. 2 SOUTHERN PINE UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR PH: 904.483.5200 DO DITTO SPF. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, OD OUTSIDE DIAMETER SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. MP&FP DWG DRAWING PRESSURE-TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE OF OUTSIDE FACE SOIL BEARING (DESIGN MAXIMUM) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2500 PSF AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING MCVEIGH & MANGUM EA EACH PLAN, SECTION OR DETAIL N0. EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL ENGINEERING, INC. 0/0 OUT TO OUT SHEET NUMBER GENERAL NOTES ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE WORK AFFECTED. 9133 RG SKINNER PARKWAY EF EACH FACE OPNG OPENING 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA-C OR SBX (DOT), JACKSONVILLE, FL 32256 Ir D EJ EXPANSION JOINTOPP OPPOSITE NORTH ARROW FOUNDATIONS BUT NOT SBX (DOT) WITH SODIUM SILICATE (NaSO2). COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE PH: 904.483.5200 DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE Uj EL ELEVATION N IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND SHALL ELECTRICAL ELEC ELECTRICAL PERP PERPENDICULAR ENGINEER SHALL BE NOTIFIED. FRAMING MINIMUM GRADE BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION MCVEIGH & MANGUM It a PL PLATE 1 KEYED NOTE TO PLAN CONCRETE SILL ON FOUNDATION WALLS OR NO. 3 SYP GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ENGINEERING, INC. = ELEV ELEVATOR SLAB ON GRADE o ENGR ENGINEER PNL PANEL ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP 9133 RG SKINNER PARKWAY PREFAB PREFABRICATED UNLESS OTHERWISE NOTED (UON) ON E DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL JOISTS, RAFTERS & HEADERS NO. 2 SYP OR HAVE BEEN MERELY "RUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. JACKSONVILLE, FL 32256 Z EQ EQUAL O1 FOUNDATION TYPE BE AS FOLLOWS: PH: 904.483.5200 Of PSF POUNDS PER SQUARE FOOT FOOTINGS ............................................. ......................................................................... 3" PLATES, CAPS & BUCKS NO. 2 SYP CHANGES TO THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN EQUIP EQUIPMENT--, SLABS ON GRADE ............................................' " ""."'....'........................ 2" FROM TOP WRITING. THE CONTRACTOR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY LANDSCAPE ARCHITECT O PSI POUNDS PER SQUARE INCH ►- EXIST EXISTING REVISION NUMBER STUDS SEE SCHEDULE THE ENGINEER. SHOP DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE NTH THE EUTHENICS STUDIO W Q ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DESIGN CONCEPT AND THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. oQTY EXP EXPANSION QUANTITY IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING POSTS & COLUMNS (INCLUDE ALL NO. 2 SYP 1650 BEACH AVENUE U EXT EXTERIOR THE PLACING OF THE CONCRETE. VERTICAL MEMBERS SPECIFICALLY ATLANTIC BEACH, FL 32233 FOOTING STEP UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: CALLED OUT, I.E. 3 - 2x4) SPECIFICATIONS PH: 904.246.6219 EW EACH WAY WELDED WIRE FABRIC ........................................... WIRE SPACING PLUS 6" CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR REINFORCING BARS .............................................. 40 BAR DIAMETERS VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x W NAILS INTO OVERFRAMING OR 14"x16 ga STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE REVISION DATE COMPONENT 8c CLADDING NOMINAL TWIST STRAP 0 48" MAX W/4-10d NAILS EACH END OF STRAP. REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN PERMIT SET 12/13/13 a STEEL INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. ° WIND PRESSURES (PSF) POST BASE AND CAPS FOR 4x4 AND 6x6 POST SHALL BE SIMPSON CB OR CBQ SERIES AT BASE Z - - - - - - ALL BOLTS SHALL BE SNUG TIGHT (AS D-_-FINED BY AISC) UON. AND CC OR CCQ SERIES AT CAP. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS 1 REVISION #1 2/14/14 ROOF 30 20 3o FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY 3 2 3 I UNLESS OTHERWISE NOTED, BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE AS JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON. REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN Z ZONE 10 SF 50 SF 100 SF SHOWN IN DETAIL 6/S2.2. INDEPENDENT TESTING LABORATORY TO PERFORM MASONRY TESTING. Q I ( HANGERS FOR GLULAM BEAMS HUNG FROM OTHER BEAMS SHALL BE HU212-2 MAX. M ALL ZONES +22.0 +20.6 +20.02 1 MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC o Ito ( THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. CONVENTIONAL FASTENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST WIND "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AISC "CODE OF STANDARD PRACTICE FOR STEEL 2 1 -24.0 -21.2 -20.0 2 ( LOADING. AN ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. (SUCH AS BUILDINGS AND BRIDGES", AND AWS D1.1" "STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE • 2 -28.1 -25.3 -24.0 3o 1 2 ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL QUICK-TIE). MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP DRAWINGS AND REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE 20DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM OF: CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER FOR APPROVAL PRIOR TO AT THE JOB SITE DURING TIMES OF INSPECTION. Z 3° 2 2 I FABRICATION. THE SUBMITTAL SHALL ADDRESS THE FOLLOWING: Z 3 -28.1 -25.3 -24.0 I )is 2-12 - THE TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR BOLTED CONNECTIONS SHALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL LU TRANSFERRING UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT " Q lo & 20 -40.7 -37.9 -36.7 120 2 o I his 2-12 IS NAILED TOGETHER TO ACT AS ONE MEMBER (I.E. vQ/It CALCULATION REQUIRED). ON CONNECTIONS SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 U ENGINEER'S SEAL DJZ 3o -40.7 -37.9 -36.7 I I ALL STEEL JOISTS SHALL BE DESIGNED FOR THE WIND UPLIFT SHOWN. THE ROWS OF BRIDGING - WOOD WALL SHEATHING MAY BE USED TO TRANSFER THE UPLIFT FORCES PROVIDED ADDITIONAL NAILING IS PROVIDED AT THE TOP PLATE (SEE SSTD 10-97 BY SBCCI STEEL JOIST AND JOIST GIRDERS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST 3 2 SHALL BE INCREASED AS REQUIRED FOR UPLIFT. SINCE A Kd FACTOR OF 0.85 HAS BEEN USED, NO o WALLS I 3 I INCREASE IN ALLOWABLE STRESS IS PERMITTED. FOR ACCEPTABLE TABLES). NAIL SPACING AT SHEARWALLS WILL NEED TO BE EDITIONS OF THE STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, LU 20 20 30 INCREASED. SHEARWALLS WITH 3" EDGE NAILING MAY NOT BE USED TO TRANSFER K-SERIES" AND "STANDARD SPECIFICATIONS FOR JOIST GIRDERS". M'4� ZONE 10 SF 100 SF 500 SF - - - - UPLIFT FORCES, SINCE NAILING CAN NOT BE INCREASED. Q.;;•��GENS •.,.G'''' FASTENERS - GYPSUM BOARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE BOLTED AND WELDED CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT ;'1J 4 +24.0 +20.4 +17.9 ROOF PLAN (GENERIC BUILDING SHOWN) (c��iEs ETC) USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE _ 8 o -26.1 -22.5 -20.0 EXPANSION BOLTS SHALL BE HIL TI KWIK OLT 3, SIMPSON STRONG-TIE STRONG-BOLT2 OR - IF WALL SHEATHING IS USED TO TRANSFER UPLIFT THE HURRICANE CLIPS SHALL WITH THE SPECIFICATIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE BE INSTALLED UNDER THE SHEATHING AND ON THE SAME SIDE OF THE WALL . CONNECTIONS. IN ADDITION, A MINIMUM OF 10% OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED 0 5 +24.0 +20.4 +17.9 5P 4P AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED - SHEARWALL SILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. FOR PROPER TENSION AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED •. STATE O r -32.2 -25.0 -20.0 PARAPET INSTRUCTIONS. HOWEVER, EACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE SCHEDULED BY ULTRASONIC TESTING. ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPTION OF THE g � ANCHOR BOLT. TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO - •. ,,, . .� •� c°n 5P _ - SHEARWALL HOLDOWNS AND FLOOR TO FLOOR STRAPPING AT END POSTS MUST BE ADDITIONAL COST TO THE OWNER. ''��, �t E5 ROOFTOP EQUIPMENT ,.-� �' �. � ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILT( HIT HY 200 CARTRIDGE SYSTEM, '�'"��rgrr4rin� n "'`" w _ ;:' ��' SIMPSON STRONG-TIE AT-XP OR APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST PROVIDED AS SCHEDULED UNLESS AN ICC REPORT OR OTHER TESTING IS PROVIDED UON. OLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. METAL DECK WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STEEL VERTICAL PRESSURE - +/- 30.5 PSF 12 TIMES THE INSERT DIAMETER, - CABLE SYSTEMS MUST BE PRE-TENSIONED TO RESIST UPLIFT LOADING. SUBMIT DECK INSTITUTE (SDI) SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK", "SDI SPECIFICATIONS HORIZONTAL PRESSURE _ +/- 63.1 PSF i.-'r/ -, BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURERS RECOMMENDATIONS BY TENSIONING PROCEDURE FOR APPROVAL. AND COMMENTARY FOR COMPOSITE STEEL FLOOR DECK", "SDI SPECIFICATIONS AND COMMENTARY FOR Q BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A _ TRUSSES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL " " o NOTES: ,- .�' FUNCTIONAL OIL TRAP (EXCEPT WHERE PERMITTED WHEN USING A HILT( SAFE SET HIT Z ANCHOR FASTENERS AS SHOWN ON THESE DRAWINGS UNLESS AN ALTERNATE PROCEDURE NON-COMPOSITE FLOOR DECK", AND SDI CODE OF"RECOMMENDED STANDARD PRACTICE FOR COMPOSITE 0 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT ' �- '-� ROD OR HILTI HOLLOW DRILL BIT W/ VAC UM). INSTALLATION SHALL BE IN ACCORDANCE WITH DECK, FORM DECK AND ROOF DECK CONSTRUCTION . ,� IS SUBMITTED FOR APPROVAL. (SF) TRIBUTARY AREA SHOWN. FOR OTHER �'' ! 5 MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE - RODS OR CABLES SHALL BE TIED OFF AT EACH FLOOR. IF NOT END POSTS o TRIBUTARY AREAS, LINEARLY INTERPOLATE ,-'� MANUFACTURER. SPECIFIED AT THE GROUND FLOOR SHALL BE USED FULL HEIGHT. FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF (ADD DWG. FILE NO. o / BETWEEN VALUES SHOWN ABOVE. THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY ELLIS AND ASSOCIATES INC. (DATED :' w 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR AUGUST 23, 2013), AND SHALL BE IN COMPLIANCE WITH o NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 5 APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. SCALE v 3) SEE DIAGRAMS FOR LOCATION OF ZONES. O TIMES THE INSERT DIAMETER, LION. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY AS SHOWN D 4 r MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1 OF A VERTICAL MORTAR JOINT. CLEAN A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR w 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. - SATISFACTORY SOIL MATERIALS SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. �, ;=' HOLE AND INSTALL IN ACCORDANCE WITH MANUFACTURERS PRINTED INSTRUCTIONS AND PERFORMED RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS DRAWN BY a r 5 BY AN INSTALLER TRAINED BY THE MANUFACTURER. SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. Y s S - HK a=10 -0» �* SCREW ANCHORS SHALL BE HILT] KWIK HJS-EZ, SIMPSON STRONG-TIE TITEN HD OR APPROVED LEGAL DESCRIPTION EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES X THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. U_ POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157" DIAMETER HILTI X-U, SIMPSON STRONG-TIE aPDPA OR EQUAL, UON. EMBED MIN 1-114" INTO CONCRETE AND CMU. DO NOT PLACE WITHIN 1" OF WALLS (GENERIC BUILDING SHOWN CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. 0 Z PROJECT PHASE PERMIT SET W 1 WIND PRESSURE DIAGRAMS PROJECT NUMBER SOA SCALE: NTS 18-11- c� J J Q w NEW CONSTRUCTION U w h co U ATLANTIC BEACH, FLORIDA Q 0 ATLANTIC BEACH � Y E� O W COUNTRY CLUB M U O b MCVEIGH MANGUM 00 N ENGINEERING - INC DESIGN CRITERIA Jacksonville, Florida 32256 __ 9133 R.G. Skinner ParkwayAND �- (9 )4300 Fax: (90636-6770 GENE RAL NOTES CA 63 email:52@ g4)a �n 0 Eng.of Record: Wayne D.Mangum License No.: 40178 U N O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS001 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES c rn 0 i 141'-1" 5'-5X" 5'-0" 12'-6X" 16'-04 9'-5X" 4'-8" 24'-111" 4'-10)r 12'-9y4" 17'-11X" 24'-10X" 0 U I I I I I I I Q I I o v ( C1t rn 3 N N 04 04 S3.1 ca `'' co -+ I I -v � S .1 I I .o � j i 11 I I 1 tea, 0LO O SW3 i 1 SW3 �� _ �' o rn v) M C) �- -------- --� 10 c - C) k4 - I I C O Cn = M gyp °QST I I 1 I I I I I I I 1 Y `o N ® S p` SW3 .. I �- - -� I SW3yk _ I �'rn Co r r I _ - - - - - - - - - - - - - - o Cc X cn jg�j a r I I r---- 8 I I 1 I , �, m �r; z I I I I I I 1 1- S3.100 I 9 E.:. I I tM \`\ 5Xy4 ` I 1 cn 00 M i rn = o °o t - -I-- - - -�-- - - I 1 4 - - `\ �` M--� 2 o N 1 5 I I I IIt S31 1 ,* I `� I I I I U rn FF S3.1 a J I I / I �� SS5x5 I a o Co Y N EL U '�, I 9 - - - - - --I•- - - I - - - - - c, F TO LO Z 5x V. 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'- ------- -- ---- -- ------- - ----- - ------- --- ----- _------ J-=----L_--- --------- _ - - - - - Y J I; 3 9133 RG SKINNER PARKWAY - - - - - - JACKSONVILLE, FL 32256 --I--- ---- - - --- - ------ ---- --------------------- --- ---------- ------ -- 'y�- _,� r----- r ° PH. 904.483.5200 30 � MP&FP t oo MCVEIGH & MANGUM INC. tI I �I I I ENGINEERING, 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 I I - _ I - �- - - - - - - _ _ _ PH: 904.483.5200 / I 1 j ELECTRICAL 2 CONCRETE SLAB ON GRADE W E �3.1 I E ' 1 E 6x6 - W1.4 xt W1.4 ON VAPOR I I I II MCVEIGH & MANGUM v I I I t I BIARRIER AND (COMPACTED SUBGRADIE I i' . i I 2 = Q I I i I I I SLAB EL 1 '-o" TYP UON 1 ' I 53.1 ENGINEERING, INC. 9133 RG SKINNER PARKWAY D I t I --; I J ; ; F I p�-►�" JACKSONVILLE, FL 32256 Y Z PH: 904.483.5200 i I I O 0 1 - - - - - - - - I 4 I 4.0 LANDSCAPE ARCHITECT I EUTHENICS STUDIO Z j S3.1 1650 BEACH AVENUE Z I I I I J, I i I I 4.0 I I I 4,0 -I- �c�S I I �,�p�'I� rn 1 ATLANTIC BEACH, FL 32233 U L--*--- - - I -----1-- I --- --- --- -- -- --- - - - - --------- I I M PH: 904.246.6219 `------ ------ -- ►�---- ------ Z - I �------- '�' 7 i 00 s t { f REVISION DATE I I � r �- - - - - - PERMIT SET 12/13/13 E a I 3 � I ,� I t r Q , I I I " I I y �- " �' 1 REVISION #1 2/14/14 S3.1 I I I Sc,�`�� 1 A+�` t I c,S��' I I - 8 9 j COLTI Z 3.0 �` S3.1 Q V) I I ------- - --- ---- -- - ----� O 3.0 t I I -- O - - w ' - - .:....., ........ - } 1 I 1 W3 SW 31 I I L_ 1 rl 2 INSIDE FACE - ------- E r OF WALL STUD - ca 2 I I I L O 3 3 SW6 ;____- .. .,44=4444K 444 I 6 rn S3.1 o _ S3.1 j 2 3 t I --J ®OST U_ 3 I - - - - I S3.1 S3.1 L------ -- - - ---- _ PL \_<9 . Z I i , SW6 ... Q w 1 I 3 I S3.1 ENGINEER'S SEAL Z -J ... tt`Ntlplul uHlh S FOUNDATION PLAN I I I I N S1.1 SCALE: 1/8" = 1'-0" w = - 178 o 0 1 p5 +6 1 : STATE 0 0 5.0 1 6Q A 1 5.0 2 FOOTING SCHEDULE �.,.• �,,� LU PLAN NOTES: O ®R ----- - _ BOTTOM REINF TOP REINF ' , '•"' "` i� g - - - 1) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1 TYPE LENGTH WIDTH DEPTH REMARKS __ -� LONG WAY SHORT WAY LONG WAY SHORT WAY 2) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN 3.0 3'-0" 3'-0" 1'-0" 4-#5 4-#5 - - - w �`' SS O � `Z� HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR - im 4.0 4'-0" 4'-0" 1'-0" 5-#5 5-#5 it TO FOUNDATION CONSTRUCTION. o r SW 5.0 5'-0" 5'-0" 1'-0" 6-#5 6-#5 - - - o I I 3) DENOTES SHEARWALL PER SCHEDULE 2/S2.1 SEE PLAN FOR Uj 00 SHEARWALL LOCATIONS. SEE ARCH FOR PLAN DIMENSIONS. CADD DWG. FILE NO. 0 4) FOR ELEVATIONS AND WALL SECTIONS, SEE ARCHITECTURAL. VERIFY ALL a DIMENSIONS WITH ARCHITECTURAL. w 5.0 5.0 SCALE W 5) DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF STUD WALL. AS SHOWN U) D +6+,� J L 6) T/FTG EL FOR ISOLATED COLUMN FOOTINGS IS 98'-6" DRAWN BY --E- 7) FOR REINFORCEMENT AT F0011NG CORNERS, SEE DETAIL 11/S3.1. HK Y LEGAL DESCRIPTION 0 189-6" 8) FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 10/S3.1. U O9 2'-6"x2'-6" THK THICKENED SLAB FOOLING W/3-#5 EW BOT. U_ BOTTOM OF FOOTING SHALL BE 18" BELOW FINISHED GRADE. BACKGROUND UPDATED TO a 10 SHEARWALL SHEATHING SHALL BE CONTINUOUS THROUGH WALL MATCH LATEST ARCH DRAWINGS 0 INTERSEC11ONS OR PROVIDE DETAIL 3/S2.2. PROJECT PHA PERMIT SET Uj 11) 2-#4 x3'-0" LG CTR'D IN SLAB TYP AT ALL RE-ENTRANT CORNERS Q W PROJECT NUMBER AND WHERE SHOWN. U) 18-11- EXTEND rr NG AND REINFORCE 012" EW r 1 TO SUPPORT O�CURVED ARCHITECTURAL WALL. SEE ARCH REQUIRED _ 13) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION J a OR CONSTRUCTION. SEE ARCH FOR DIMENSIONS NOT SHOWN. NEW CONSTRUCTION ui D UjU ATLANTIC BEACH, FLORIDA �p U O Q ATLANTICBEACH 3 0 v Z COUNTRY CLUB 0 0 U 0 Ci MCVEIGH MANGUM � o ENGINEERING - INC MAIN CLUB HOUSE 0 Parkway FOU N DATI N 94)483-52 0 Fax: 904 636-6770 Jacksonville, Florida 32256 PLAN Ph: (904) ( ) CA 6330 email:mail McVei hMan com •t � @ g gum. � a Eng.of Record: Wayne D.Mangum License No.: 40178 O � U N O -- These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright y protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 3 CP DO NOT MEASURE DRAWINGS N NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES v PRIOR TO CONSTRUCTION. SEE GENERAL NOTES r rn O n CA 71- ZONE B >, C o WU L U f. , co lf) . P4 N O � `>',: .., ZONE A M N -' M C HSS5x5xY TUBE BEAM M TYP AT CURVED WALL r M O OF GRILL , f ° o -v O M O O ' ;, O CO I F,,,� a) 04 [L-LL O MF � , a) N T_ r C O 7 1 Cn +• M T_ 3 0 0*) : 4 N ......... U S4.1 0 =)� " =__ � _-�-^�,�� SIM ` \\ `7 � � LL Q _IL_ _JL_' -_P O � w W ill} 31 III3 II j�`-- Jf ` �. N 2 €€! II III{ it '{ ,r ���L' / / Q . {i€I it III{ 11 , r rf1J"` .,,� a--� ;It; II ITIS 3- X1 II; II {131 it f,' '1 t /! 1 _"` 1If if J t 1, a� CID o !Wj . I€i II III: IE „ f .I �J% !t !,' ca ��� 3/1 I !l 1 ) 4 i 11! I 11 i) 11 r 't' it ,'•' it ` II, II 131 II !t i) 1 li/ ..�."3,, it€; !! III: II EI r'1 %t( t t`, !;1' ---�;- o, (� . O ., t ti r r,' 0/{)� �/� �j V! 4- CD :311 II 11 I! (i 'i i ttj 11 1:' I /t,,1 1i ji`�r r N nl :,tl: II 1!31 II `` IR ER TR SS I ,�� ;f f ,`t ,� V.-, ...ww.,.err _ R .a��.x e.�-. ..:.�...' 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LO NOTE: FOR DECK ATTACHMENT PATTERN SEE 11/S4.2 N V1 { = k]J I I L.I I i i O p �� ,i%i r \�� N I I0�.w r I 12 i / i ��i�' f_;., Ji /1 ■ 1 t i ! 11 10-�% N r r- - - 41 - <'� %' .� y .�... �..,:ii..^..::.� 1 I ,-''` .-'' l:rl �` CYPRESS ROOF ��,+; ` `r `, JOISTS TYP , o ` ' w 11_ ,- ._ � % - '�.�:. .. 1 1 TYP 8 i 2 a i ' ,� r `� SEE ARCH W_ O ;` - ` : _ PAID D METAL; DECK 1 s 1 L. I p U .- a ` �t .: _, �D I . . t 1% N O O 1 - - e \% c1m) % I 6 E UAE SPACES € _ �\� % I 3 It 0 _/- ;� - t t .. _ I W N - 1.., - - - % 0 00 I - - 1 k6 01ST I ;55 �'I I a N 1 :; 19 _ , W = Z cn - L. - i 1 I _ ,II 5 I € Z MI - - - - � ��' ' I ------------ _ _ - r--- -� ��---- I S4.1 ' I E I i 1 I I I I I it II C ■ - - - - _-_____�__�____�_��I II It W ,_ 1 I _ _ € I CONSULTANTS � 1i - --------- ; = I = {I 10 ----------------III .... 11 4 III _.._.f I b 5 S41 i E - - - 11 1 -z - �� - - /7-.11 <,���1 1 III , __________________� I" _ _ _ _ _ _ _ I ° MCVEIGH & MANGUM 1 \\\\\\\\\\\\\\\\\\\\ I I I I I E __. 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'. t I L• ; .: r',: t: f' �: x I NOML-A - - _ _ _-__-__-- I I I S4.1 14 Ila I t2_ 2 2 ' 1 t�A I = 3 m >_ - - - - - I -11'-2- I I I : } ' Z II II = Q II II i In I = V M ,L - - - - -11 - --I - --I --- t ; , ' - I `-- --i r--- --i I -- _ _ _ I r" I I I I I III I II 11 I 1 1 I I I I I I I I I I I I I I I j I\SII I = _ _ _ _ _ GIR ER o - - - - I I I I I I 1 I I I I I I I;I I ;I I I I I I I I I I I I I I I I 4 I I I I I t I I INSIDE FACE OF W __J -- J L-----. I I 4• I , - - - - - - " WALL STUD o 1 - - - - I I I I I I I I --� _ _, - I I 1 I , t `L I I' i 1 - - - - - { - I 14" PRE-ENGINEERED WOOD ROOF .. >_ S4.1 _ _ 1 _ €i I I t l 11s Q v I E ' C _u _u 6 31 1 12 19 - - - - - I '` - I TRUSSES ® 2'-0" OC l ___ __ z 1. ______________ 1. D e.1I I . E \ r / i - - - - - - w - - - - I - - ,'' ���' I I INSIDE FACE Q I I I ( - - 1- _ GIR ER TRUSS I € COL OF WALL STUD 3 ' _„ .. f U , - - r5 ENGINEER'S SEAL L. C �r I �, �! I 1 �' =M_ \ . / i i ,..:,. 4 '11111 O i ,.// ;1 I - - - - - - - - ` > - - - 5 .2 %J111unuuiut1u I I I I I I o. Mq'`''���� LL) 5 I I 1 i' ... (_. I 1 t `,.'// \\\ i I I ; xcrt s-- ...smzs`..s,;:. sa...A..a"c,: ✓Nx..s m i x,.; .,-ria ,... �. ' -'1 `�L-�`!` �• �+ /\ .-• //,, S4.1 I I t, r / \\ I 1 I I :._._ :_.:::.::___�... .. 1 ,. ..:_.. T r._ .._ _: 7 , WENS\ , 11 lI S4.1 • 40 \`.. w.. _-_ 5 * .. \, I : P a = - i \, S4.1 E 0 T • 2 I _ _-____-_ _ I sTA . �, _ ........- = -� • P � w } 51.2 �i !� �.. L­L : iN_- 1 ROOF FRAMING PLAN SIM = .•-&O R\ •,�� d. ,,t ,a ��` C� Cn L € " f » -moi �••r.sb�•f• - \ iI � 12 PRE-ENGINEERED WOOD ROOF TRUSSES .� _ S1.2 SCALE: 1/8" = 1 -0 S2.1 " ' l ��� - I I ® 2-0 OC (TYP. UON) 0 I ; O 0 I it II M .. - - - - I I ____ _ E I ; PLAN NOTES: i I ! I I 0 1 - - - - 17,Ir-I I 1) ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES ® 24" O.C. L I I! __. _ D i € I € __.._._ ____rJ._.__.___ _ ^T d I' ..__� ..v __.-_ T. 0 _- _ _ __ 14 __ _ = ., 2) FRAMING PLAN IS DIAGRAMMATICAL ONLY. TRUSS MFR TO PROVIDE SHOP DRAWINGS FOR -, 11 I tl %� CADD DWG. FILE NO. o I I E! REVIEW PRIOR TO FABRICATION. 12 12 0 S2.1 I - -- - -. S2.1 W 3) FOR ELEVATIONS, DETAILS AND SECTIONS, SEE ARCHITECTURAL. - \,. . IR ER US I ! ,,,_.. .....: * r 1. 1. ! 111 \1. I\� Vii' (� ._ SCALE 4) FOR EXTERIOR WALL STUDS AND INTERIOR LOAD BEARING STUDS SEE STUD SCHEDULE 3/S2.1. '- f' . . 1 .F.- J AS SHOWN w �$- I ® I M -�- -- -- ) .1. UPLIFT CONNECTORS SUBJECT TO �- E 5 PROVIDE UPLIFT CONNECTORS PER SCHEDULE 1/S2 DRAWN BY ... ,_,_ 1 a CHANGE UPON FINAL REVIEW OF SHOP DRAWINGS. I f' HK I 1 ;'/ C\ I 4i-I LEGAL DESCRIPTION o - -I 6) FOR GENERAL STRUCTURAL NOTES, SEE SHEET S0.1. S4.1 f .IRDS TRU II I 1 I II 1 ��+., / \ `� 4 7) FOR NUMBER OF STUDS, STRAPPING, AND FASTENERS AT OPENINGS, SEE DETAIL 2/S2.2. I11-1 �; it wi E , I o I 18) FOR BRICK SUPPORT OVER OPENINGS, SEE DETAIL 4/S2.2. E :/ \� E H I ; I 0 9) DENOTES ATTIC TRUSSES. SEE ARCH. (MAX WIDTH OF ATTIC OPENING = 12'-0") SIM Z 12 PROJECT PHASE 6 10) DENOTES VAULTED CEILING. SEE ARCH FOR PROFILE. 52.1 PERMIT SET > W 11) FOR HEADERS AND BEAMS NOT CALLED OUT SEE HEADER SCHEDULE 4/S2.1. PROJECT NUMBER W o 1 PROVIDE HOLE AT MIDSPAN OF BEAM FOR MECHANICAL DUCT WORK. SEE t0002 TO INE R FRAMING PLAN 18-11- DETAIL 2/S4.2. S1.2 SCALE: 1/8" = 1'-0" W 13) T/JOIST EL=12'-9'fa AFF AT KITCHEN AND 13'-4X* AFF AT GRILL. Q T/STEEL EL=T/JOIST EL -2N" UON AS (+2X"). NEW CONSTRUCTION uw W 0 <8> EXTEND HSS TUBE ON TOP OF STEEL BEAM OUT TO SUPPORT DECK. W SEE 11/S4.1 FOR TUBE SIZE. rn 0 15 FRAME OUT OPENING IN DECK AT WOOD POST PER DETAIL 10/S4.2. ATLANTIC BEACH, FLORIDA _ a M 16) FOR METAL DECK ATTACHMENT, SEE DETAIL 11/S4.2. SEE 3/S1.2 FOR BACKGROUND UPDATED TO 'O o KEY PLAN OF ATTACHMENT ZONES. MATCH LATEST ARCH DRAWINGS ATLANTIC BEACH Ln- o COUNTRY CLUB W 17) FOR CONCENTRATED LOADS ON JOISTS, SEE DETAIL 12/S4.2. rn A M a 18) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION MCVEIGH MANGUM OR CONSTRUCTION. SEE ARCH AND SHEET S1.1 FOR DIMENSIONS. MAIN CLUB HOUSE L0 N ENGINEERING - INC 9 3 R.G. kinnnParkway ROOF FRAMING = 19 SEE 2/S4.1 FOR CONTINUATION OF SHEARWALL SHEATHING INTO Jacksonville, Florida 32256 c� 1* TRUSS DEPTH, TYP. Ph: (904)483-5200 Fax: (904)636-6770 AN CA 6330 email:mail@McVeighMangum.com 1* a. Eng.of Record: Wayne D.Mangum License No.: 40178 ti - T_ 0\ U N - O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS102 ''I I protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and seleions,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES a� rn 0 FOUNDATION PLAN 1 � S1.3 SCALE: 1/8" = 1'-0" W3 0 PLAN NOTES: 1) FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET S0.1 LO v -� 0 2) THIS FOUNDATION LAYOUT ASSUMES TRUSSES ARE FRAMED AS SHOWN `-' HEREIN. THE TRUSS MANUFACTURER SHALL NOTIFY THE ENGINEER AND I m cc GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO I I SLAB JOINT o o c FOUNDATION CONSTRUCTION. I I SE11 DETAIL 1/S3.1 I I U_ rn o u7 .� 2 I I o M rn 3) SW DENOTES SHEARWALL PER SCHEDULE 2/S2.1 SEE PLAN FOR S3.1 I I c o o — — — — — — — ►'� SHEARWALL LOCATIONS. SEE ARCH FOR PLAN DIMENSIONS. O p O M 0 N 4) FOR ELEVATIONS AND WALL SECTIONS, SEE ARCHITECTURAL. VERIFY ALL ¢ x -i CU � DIMENSIONS WITH ARCHITECTURAL. � I I I �� �,} r-r1 � � � X F-� a 5) DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF STUD WALL. i I N :3 ,11 � M 6) FOR REINFORCEMENT AT FOOTING CORNERS, SEE DETAIL 11/S3.1. I I v 7) FOR PIPE PENETRATIONS AT FOOTINGS, SEE DETAIL 10/S3.1. 3 .� 3 I I U o 8) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATIONcu d. � U OR CONSTRUCTION. SEE ARCH FOR DIMENSIONS NOT SHOWN. - - �- I 2 aiEFE N _ --t— _ _ —r _ _ I � O CL 0 .. W2 IL---------------- _-__-J----I .-, 12 7.77777 z S3.1 S3.1 - ----- - --SaIV�---- -� N a ` / ------ 13 rn N - - - - - - a 11V I I 3:1 NSW6 - -------1 ------ ---- -- ------- ori2 � 1 S3.1 c I - - - - - - - - - - V) j /4\ I F�SEj 3.1 �B JO NT I I I I I ._.__..c I DET �n13.1 I - - - - - - - -I - - - - - -�- - - CONSULTANTS 1 I I I - -� STRUCTURAL I I I I I I j I I I j I I j MCVEIGH & MANGUM I I I I ENGINEERING, INC. `------ ':: I I I f I I 9133 RG SKINNER PARKWAY SW6 L------ — -----I L------ — ——————— J ' JACKSONVILLE, FL 32256 ——— ———— — — H 904 483 5200 . ....:... . . . . .. :. SW6 ... ...SW3..._... SW3 E I i l MP&FP 2 I I I I MCVEIGH & MANGUM S3.1 I i I I ENGINEERING, INC. �— — --- --- --- — I 3 9133 RG SKINNER PARKWAY L_-- ------J V) JACKSONVILLE, FL 32256 sw3 w „ PH: 904.483.5200 W ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. a 9133 RG SKINNER PARKWAY D JACKSONVILLE, FL 32256 o PH: 904.483.5200 Y z O U_ LANDSCAPE ARCHITECT o EUTHENICS STUDIO I-_ 1650 BEACH AVENUE z ATLANTIC BEACH, FL 32233 o PH: 904.246.6219 z LU REVISION DATE 2 ROOF FRAMING PLAN SIM PERMIT SET 12/13/13 0 1 5 S1.3 SCALE: 1/8" S4.1 o S4.1 a PLAN NOTES: z 1) ROOF FRAMING TO BE PRE-ENGINEERED WOOD ROOF TRUSSES 0 24" O.C. — 0° 2) FRAMING PLAN IS DIAGRAMMATICAL ONLY. TRUSS MFR TO PROVIDE SHOP DRAWINGS FDR GIR ER o REVIEW PRIOR TO FABRICATION. 3) FOR ELEVATIONS, DETAILS AND SECTIONS, SEE ARCHITECTURAL. ( - - - - - a 4) FOR EXTERIOR WALL STUDS AND INTERIOR LOAD BEARING STUDS SEE STUD SCHEDUL 3/S2.1. 0 W 5) PROVIDE UPLIFT CONNECTORS PER SCHEDULE 1/S2.1. UPLIFT CONNECTORS SUBJECT 0 _ - - - - Q CHANGE UPON FINAL REVIEW OF SHOP DRAWINGS. ENGINE z TES SEE SHEET S0.1. RAL NO _ - - - - e.,,�,v+ ►,,,, 6} FOR GENERAL STRUCTURAL ��� �G�;.M;q�V6o -� ••'GENSCi'': w 7) FOR NUMBER OF STUDS, STRAPPING, AND FASTENERS AT OPENINGS, SEE DETAIL 2/S2.2. •�� •':'li S4.1 = - - — - - - o.40178 8) FOR BRICK SUPPORT OVER OPENINGS, SEE DETAIL 4/S2.2 = �r 0 9) ® DENOTES ATTIC TRUSSES. SEE ARCH. - - _ _ _ _ _ 0 40 0 10) DENOTES VAULTED CEILING. SEE ARCH. - - - - - - - Fs � � 3-2x10 TYP - - - - - - - a 11) VERIFY ALL DIMENSIONS SHOWN W/ARCH PRIOR TO FABRICATION OR CONSTRUCTION. its o SEE ARCH FOR DIMENSIONS NOT SHOWN. HEADER UON w D — — — — — — — 0 1 3 - o S4.1 S4.1 — w CADD DWG. FILE NO. U D " GIR R TR SS OI J n- — SCALE W LU AS SHOWN D I W II I - - - - - - DRAWN E E INE WOOD ROOF U SE - HK Y C U N 4 X 4 1 I I I I I I I I I I I I I I I I - - - - - - - - LEGAL DESCRIPTION 5 - S4.1 V) - - - - - - - - - - 1 = SI SII I - - - - - - - S4.1 U_ I ( - - - w II O FT I I �- 0 - - Z $4.1 I — — — — — — — PROJECT PHASE ERMIT SET — — — W { PROJECT NUMBER W I =r X 18-11- II I I I I I I I I I I I I I 1 1 14"' Ll'_ GIRDER TRUSS NEW CONSTRUCTION w 3 1 I - D S4.1 S4.1 LLI ATLANTIC BEACH, FLORIDA �p U Ci Q ATLANTIC BEACH Or 0 Z COUNTRY CLUB MCVEIGH MANGUM M a ENGINEERING - INC FITNESS CENTER FDN v 0 N N AND ROOF ap o 9133 R.G. Skinner Parkway H Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 0 CA 6330 email:mail McVei an .com @ � � PLAN a Eng.of Record: Wayne D.Mangum License No.: 40178 N S1 m3 - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other W` elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES 1 SCHEDULE 3 STUD SCHEDULE (1 ) (2) LHEADER SCHEDULE PRIOR TO CONSTRUCTION. SEE GENERAL NOTES FASTENERSCHEDULE 2 SHEARWALL (FOR SINGLE STORY BUILDINGS) CONNECTION SHEAR– SHEATHING NAILING 7 BLOCKING HOLD DOWN EACH END(4) # END SILL PLATE LOCATION EXTERIOR (4) INTERIOR (3) LOCATION HEADER j FLOOR EDGE INTERMEDIATE I 1 TRUSS/RAFTER WALL(1) TYPE SIZE SPACING SPACING REQUIRED ® SLAB POST STUDS ATTACHMENT (5) 10' PLATE 2x6 ® 16" 2x4 ® 16" INTERIOR 5 CONVENTIONAL ROOF FRAMING SCHEDULE LOCATION UPLIFT FASTENER (1) OR STUD POST PLATE/FDN SW3 GROUND 346" OSB 8d 3" 12" YES HDQ8–SDS3 3 X"0 ANCHOR BOLT OR LESS #1/#2 SPF STUD GRADE SPF LOAD BEARING 2-2x12 (3) – OR 0 20" OR MASA ® 14' PLATE 2x8 016" 2x6 016" FRAMING MAXIMUM SPAN CLIP / STRAP ROOF TRUSS (2) (5) <465# 1–H5 4-8d 4-8d HDU11 SDS2.5 W/ 4 END STUDS 16" OR LESS #1/#2 SPF STUD GRADE SPF (AT 24 OC MAX} <910# 2–H5 4-8d 4-8d SPAN < 4'-6" 2-2x8 SW4 GROUND 36" GYPSUM SEE 44YES 2 " " �"� ANCHOR BOLT NOTES: EXTERIOR <1500# LTT20B w/DTT2 ® STUD SEE NOTE 3 & 4 X2"0 (6) 0 48 OR MASA ® SPAN < 6'-0" 2-2x10 2x4 7 –0., H3, H5 OR TS9 co LO WALLBOARD NOTE DTT2 <3965# MGT w/HDU5 CSD STUD SEE NOTE 3 & 4 3 48" OR PDF ® 12" 1) SYP DENOTES SOUTHERN YELLOW PINE � N o (2) ( ) 2) SPF DENOTES SPRUCE–PINE–FIR. " M M <8co 030# HGT w/2–HTT5 ® STUD SEE NOTE 3 & 4 (6) (SYP MAY BE SUBSTITUTED) NOTES: 2x6 99-6" 2–H3, 2–H5 OR TS12 019480# 2–HD96 w/2–HD9B STUD SEE NOTE 3 & 4 1) USE THIS SCHEDULE ONLY FOR HEADERS O co HDU5–SDS2.5 X" ANCHOR BOLT 3) INTERIOR NON LOAD BEARING STUDS SHALL BE 'n -a » " " " AND BEAMS THAT ARE NOT CALLED OUT " o o O " SW6 GROUND (6 OSB 8d 6 12 YES OR 2 ® 32" OR MASA ® 2x4 ® 24 STUD GRADE SPF UP TO 14 AND SHALL ON PLAN. 2x8 12 —0 2—H3, 2—H5 OR 2—TS9 -o 2 rn TOP PLATE CLIP AT EXT SPH ® 32 12-10dx1Y2 — (3) HTTS W/26-10d 32 BE 2X6 0 24 STUD GRADE SPF ABOVE 14 . WALLS & INT WALLS W/ 4 FROM TOWER WALLS w 2x8®16" 1 2 SPF STUDS. 2) ALL HEADERS AND BEAMS SHALL BE " '> 4 c o ANCHOR BOLT ) / # /# FASTENED TOGETHER AS PER 2x10 14—0 2—H8 OR 2—TS9 o O M ROOF BEARING (5) SW7 GROUND 4fi" GYPSUM SEE 7" 7" NO DTT2 2 " DETAIL 1O/S2.1 N M � 12-10dx1Y2 _ WALLBOARD NOTE ® 48 OR MASA ® rn GROUND FLOOR SILL PLATE SPH 0 32" (2) 48" OR PDF ® 18" 2x12 17'-0" 2–H8 OR 2–TS12 \� ��� � m Q X CLIP AT EXT & INT WALLS (6) "- U) CU W ROOF BEARING 5 / ( ) NOTES o j% N 1) USE THIS SCHEDULE FOR AREAS NOT FRAMED WITH ROOF TRUSSES. f`� � V V V co SILL PLATE TO FOUNDATION Y2"0 ANCHOR BOLT W/ 2x2x)fi" NOTES: 2) ALL CONNECTORS LISTED ARE SIMPSON STRONG–TIE. 0 MASA CO SLAB OR CMU WALLS (5) (6) (7) PL WASHER OR " CSD 32 1) SEE PLANS FOR SHEARWALL LOCATIONS. ~ °' M N UO (nom 2) GYPSUM WALLBOARD ATTACHMENT SHALL BE MINIMUM 6d COOLER (1%"X0.09 ?") W/ MIN HEAD co O 1''4" X 0.120" WALLBOARD NAILS W VMIN HEAD , 1 V' LONG 16 GAGE STAP ES (1Y2" LEGS & Y C3) 0°' NOTES: 1�8" LONG) OR #6 1Y4" TYPE S OR W DRYWALL SCREWS. cu 1) ALL CONNECTORS LISTED ARE SIMPSON STRONG—TIE UON. 3) SEE ELEVATION 6/S2.1. FOR TYPICAL SHEARWALL ELEVATION. SEE DETAIL 7/S2.1 FOR TYPICAL � � � 'I OTHER MANUFACTURERS MAY BE SUBSTITUTED. NAIL SIZE AND SHEARWALL NAILING PATTERNS. U TO NUMBER SHALL BE IN ACCORDANCE WITH MANUFACTURERS CATALOG. 4) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH Q-0 ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE THE UPLIFT RESISTANCE SHOWN ON THE ROOF TRUSS SHOP DRAWINGS. HAVE A COMMON END POST (USE LARGER HOLDDOWN). N v 2) IN ADDITION TO SHEDULED HOLD DOWN, PROVIDE 2-8d TOE NAILS. 5) X2 ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7" INTO THE SLAB. AT INTERIOR WALLS00 NOT LOCATED ALONG THE EDGE OF THE SLAB, Y2"O EXPANSION BOLTS EMBEDDED 4" MAY BE � °' 04 3) EMBEDMENT OF BOLTS SHALL BE AS FOLLOWS: SUBSTITUTED FOR CAST–IN–PLACE ANCHOR BOLTS. AT EXTERIOR WALLS, V`0 BOLTS EPDXIED BOLT TYPE VO Wo -'4"0 %no INTO SLAB MAY BE SUBSTITUTED. EMBEDDED ANCHOR 7" 12" 15" 18" 6) POWER DRIVEN FASTENER (PDF) SHALL HAVE A SHANK DIAMETER OF 0.145" AND SHALL EPDXIED THREADED ROD 6" 7X2" 9" 10X2" PENETRATE A MINIMUM OF 1Y4" INTO CONCRETE. EXPANSION ANCHOR 6" NOT PERMITTED 12d ® 16" OC 12d ® 16" OC STAGGERED 4) TRUSS LOAD GREATER THAN 1500 LBS, TRUSS CONNECTION IS TO STUDS STAGGERED EA SIDE EA SIDE & EA PLY UNDER TRUSS, FROM STUD TO STUD AT EACH FLOOR AND FROM STUD INTO SLAB ON GRADE. SEE DETAIL 5/S2.2. 5) WHEN TRUSS UPLIFT EXCEEDS 780 LBS, PROVIDE WALL CLIPS AND STRAPPING AT 16" OC, OR LTT20B FROM TRUSS TO STUD AND STUD TO SLAB. EDGE OF SHEARWALL 6) AT INTERIOR WALLS, )CO EXPANSION BOLTS MAY BE SUBSTITUTED. AT EXTERIOR OR DECKING ° 4'-0" MINIMUM LAP WALLS, X2"O THREADED RODS EPDXIED INTO THE SLAB MAY BE SUBSTITUTED. 7) SEE SHEARWALL SCHEDULE FOR SILL PLATE ATTACHMENT AT SHEARWALLS. 00 00 ,�- CONSULTANTS GYPSUM BOARD OR--\ SPLICE BOTTOM SPLICE w PLYWOOD PANEL oo II00 PLATE OVER STUD STRUCTURAL ° MCVEIGH & MANGUM SEE NOTE 2 T ENGINEERING, INC. 9133 RG SKINNER PARKWAY • . • • • • • • , , • •, , . • JACKSONVILLE, FL 32256 PH: 904.483.5200 WALL STUDS, SEE STUD SCHED o M P&FP NAIL SPACING 0 MCVEIGH & MANGUM SUPPORTED EDGES, ENGINEERING, INC. SEE NOTE 1 SEE NOTES OR PANEL EDGE SEE NOTE 1 SCHEDULE BLOCKING 9133 RG SKINNER PARKWAY w PROVIDED JACKSONVILLE, FL 32256 SEE NOTE 3 PH: 904.483.5200 SEE NOTE 2 T ° 2-16d AT 4" OC (24-16D TYPICAL STUDS ELECTRICAL _ MINIMUM EACH SIDE SEE NOTE 2 MCVEIGH & MANGUM Q OF EACH SPLICE) ENGINEERING, INC. 0 1 .1 1. A, 1. 11 1. STUDS, OOF TRUSSES, 1X�" 9133 RG SKINNER PARKWAY o OR FLOOR JOISTS Z 11�" 2-2x STUDS 3-2x STUDS JACKSONVILLE, FL 32256 PH: 904.483.5200 O SILL PLATE CLIP, SEE FASTENER SCHEDULE 1 U_ NAILING TO INTERMEDIATE LANDSCAPE ARCHITECT w SEE PLAN SUPPORT IS 12" OC MAX, u N BUILT-U P COLU M STUDS TYPICAL TOP PLATE SPLICE EUTHENICS STUDIO CD 1650 BEACH AVENUE o T 8 DETAIL \"- ATTACH9 DETAIL ATLANTIC BEACH, FL 32233 z NOTES: STUDS TO WIND GIRT PH: 904.246.6219 W TYPICAL SHEARWALL ELEVATION 1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED S2.1 SCALE: NTS w/6-12d TOE NAILS (3 EACH SIDE) S2.1 SCALE: NTS AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. REVISION DATE o 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE 13- 1) END POST SEE SHEARWALL SCHEDULE. BLOCKING IF REQ'D BY NOTES OR SCHEDULE. PERMIT SET 12/13/13 0 2) HOLD–DOWN ANCHORS ARE SPECIFIED IN THE SHEARWALL SCHEDULE FOR EACH END OF SHEARWALL.co NAILING REQUIREMENTS FOR FLOOR, W 3) SILL PLATEO FOUNDATION CONNECTORS AS SPECIFIED IN THE SHEARWALLSCHEDULE. ROOF DECK & SHEARWALL >_ z 4) SHEARWALLS ARE DENOTED SW# ON STRUCTURAL PLANS. Q m W 2 6 ELEVATION 7 DETAIL it S2.1 SCALE: NTS S2.1 SCALE: N TS z Q z o WALL 2x8 WALL STUD a STRAP EACH PLY w/CS20 STRAP. SHEATHING SEE SCHEDULE V ENGINEER'S SEAL (6 06 PLY, 40 4 PLY.) D ATTACH STUDS TO WIND GIRT o MITER CORNERS w/6-12d TOE NAILS (3 EACH SIDE) U �' r - - — - - 8d®3" �G q^, W " ` ``'� 1Ng4Hlf I111►yj ''', ` 16d AT 16 OC EA 1 AT CORNERS, SEE ��,,.-•••••••:•♦`Y = EDGE, STAGGERED DETAIL 11/S2.1 ,.��'�Q';• �,�GENS�'•.•�i ' DOUBLE 2x TRIPLE 2x T/WALL EL, • o I W 2._0" SEE ARCH 4-2x8 #2 SYP WIND GIRT. �- - • STATE D CONT BOLT PLYS TOGETHER w/X O Q 1'-0" 1'-0" I 2x4 THROUGH BOLT ® 16" OC :'c P.• � o N I LWIND GIRTS. WALL ATTACH STUDS TO WIND GIRT +'''fEp,,,, NA � 1,, ` ® ® SEE SECTION 12/S2.1 SHEATHING w/6-12d TOE NAILS (3 EACH SIDE) `""" ■«""`'" X2"0 BOLT AT 24" OC v EA EDGE, STAGGERED 12dC�D3" 0 2x8 WALL STUD, W z_ SEE SCHEDULE U CADD DWG. FILE NO. 0C144-2x \/—X"O BOLT AT 24" OC a EACH EDGE, STAGGERED W BUILT-UP BEAMS SCALE W cn AS SHOWN W m } WALL DRAWN BY Y 10 DETAIL 11 DETAIL SHEATHING 2x8 WALL STUD HK SEE SCHEDULE LEGAL DESCRIPTION SCALE: NTS S2.1 SCALE: NTS 8d@3" ATTACH STUDS TO WIND GIRT w/6-12d TOE NAILS (3 EACH SIDE) LL o T WALL EL, AT CORNERS, SEE Q SEE ARCH DETAIL 11/S2.1 z J 0 8DC�D3" l PROJECT PHASE W 1 PERMIT SET w j 6-2x8 #2 SYP WIND GIRT. BOLT PLYS PROJECT NUMBER Ix w/2-1/2"0 THROUGH BOLTS ® 32" OC 18-11- _ �f ATTACH STUDS TO WIND GIRT a WALL w/6-12d TOE NAILS (3 EACH SIDE) w SHEATHING 2X8 WALL STUD NEW CONSTRUCTION of SEE SCHEDULE U W � U ATLANTIC BEACH, FLORIDA Q ATLANTIC BEACH z N- W COUNTRY CLUB *** CY) 0 MCVEIGH & MANGUM CC) 0 ENGINEERING - INC SCHEDULES 9133 R.G. Skinner Parkway AND Jacksonville, Florida 32256 ,. r M Ph: (904)483-5200 Fax: (904)636-6770 DETAILS } TA IL CA 6330 email:mail@McVeighMangum.com Eng.of Record: Wayne D.Mangum License No.: 40178O 12 DE r j \ U S2.1 SCALE: NTS These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS2E1 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other W` elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS CLIPS AT T&B WALL STUD 2x8 NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES OF STUDS PER CLIPS AT T&B SEE SCHEDULE PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1 NAIL FASTENING SCHEDULE OF STUDS PER " FASTENER SCHEDULE FASTENER SCHEDULE 10d06 CONNECTION NAIL LOCATION NAIL (A) GUN NAIL STAPLE (B) CS18 STRAP-\ JOIST TO SILL OR GIRDER TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA BRIDGING TO JOIST TOENAIL EA END 2-8d 2-3"x0.131" 2-3" 14 GA • 11"x6" SUBFLOOR OR LESS TO EACH JOIST FACE NAIL 2-8d - - WIDER THAN 1"x6" SUBFLOOR TO EA JOIST FACE NAIL 3-8d - - TWO HEADER STUDS AND THREE FULL SHEARWALL SHEARWALL 4„ BRICK LINTEL SCHEDULE 2" SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL 2-16d - - 1-CS20 HEIGHT STUDS \--2-CS20SHEATHING SHEATHING co „ " " " " STRAP STRAPS OPENING LINTEL ; N o SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d ® 16 3x0.131 ® 8 3 14 GA ® 12 SHEARWALL EDGE cel NAILING, SEE SCHEDULE < 6'-0" L3&3y2x9is ro `Y' TOP PLATE TO STUD END NAIL 2-16d 3-3"x0.131" 3-3" 14 GA UP TO 6' OVER 6' " �° U < 8 0 L5xAx9(6 o ao •` o STUD TO SOLE PLATE TOENAIL 4-8d 4-3"x0.131" 3-3" 14 GA ONE HEADER STUD & - rn o U') TWO FULL HGT STUDS " L5x5x%is w/ X"O LAG SCREW �" aS o u'- rn " " SINGLE PERPENDICULAR 2x4 WALL > 8 -0 - M STUD TO SOLE PLATE END NAIL 2-16d 3-3"x0.131 3-3 14 GA (1 STUD AT OPNG < 4 INTO HEADER ® 24 > c o DOUBLE STUDS FACE NAIL 16d 0 24" 3"x0.131" ® 8" 3" 14 GA ® 8" N OPNG < 8' OPNG > 8' 0 0) o WALL STUD o OT DOUBLE TOP PLATES TYPICAL FACE NAIL 16d CSD 16" 3"x0.131" ® 12" 3" 14 GA ® 12" SEE SCHEDULE 10dC�D6 1) PROVIDE 4" MIN BEARING EACH SIDE OF OPENING. �-~� � x m _ 11A 2) CURVE ANGLE AS NECESSARY ' Fi-� L.- Cc DOUBLE TOP PLATES SPLICE (LAP 4'-0") FACE NAIL 8-16d 12-3"x0.131" 12-3" 14 GA 2x10 N BLOCKING BETWEEN JOISTS OR RAFTERS TO TOENAIL 3-8d 3-3x0.131" 3-3" 14 GA " » TOP PLATE 2-SPH STRAPS 6 ANCHOR BOLT & WASHER DTT2 HOLDDOWN IF OPENING ABUTS SHEARWALL, 4 BRICK LINTEL SCH EDU LEC0 co RIM JOIST TO TOP PLATE TOENAIL 8d ® 6" 3"x0.131" 0 6" 3" 14 GA 0 6" WITHIN 6" OF OPENING W/ 1�"0 THREADED ROD SHEARWALL HOLD DOWN H o U) TO BE INSTALLED) L ( M EPDXIED INTO SLAB CONTROLS U 0 o TOP PLATE INTERSECTIONS FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA !L N CONTINUOUS HEADER, TWO PIECES FACE NAIL 16d 0 16" - - T&B EDGE OPENING UP TO 6> a " OPENINGS > 6> U SHEARWALL SHEARWALL cT O CONTINUOUS HEADER, THREE PIECES FACE NAIL 16d ® 16" - - SHEATHING SHEATHING cc O T&B EA FACE ~ `° SHEARWALL EDGEDETAIL " CEILING JOISTS TO PLATE TOENAIL 3-8d 5-3"x0.131" 5-3" 14 GA NAILING, SEE SCHEDULE 4 co N STRAPPING REQUIREMENTS AT INTERIOR AND EXTERIOR CONTINUOUS HEADER TO STUD TOENAIL 4-8d - - LOAD BEARING WALL OPENINGS NOTE: 52.2 SCALE. NTS CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA DOUBLE PERPENDICULAR 2x4 WALL OR SINGLE 2x6 WALL CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3-16d MIN 4-3"x0.131" 4-3" 14 GA AT OPENINGS OVER 6' PROVIDE 2 STUDS UNDER HEADER. STUDS FULL HEIGHT EACH SIDE OF EXTERIOR OPENINGS SHALL EQUAL ONE HALF THE NUMBER OF ALTERNATE TO CONTINUOUS SHEARWALL RAFTER TO PLATE TOENAIL 3-8d 3-3"x0.131" 3-3" 14 GA STUDS INTERRUPTED BY THE OPENING ROUNDED UP (I.E., IF 5 STUDS ARE 1"x8" SHEATHING TO EACH BEARING WALL FACE NAIL 2-8d - - INTERRUPTED BY THE OPENING PROVIDE 3 FULL HEIGHT STUDS EACH SIDE SHEATHING AT WALL INTERSECTION OF THE OPENING IN ADDITION TO THE STUDS UNDER THE HEADER). WIDER THAN 1"x8" SHEATHING TO EA BRG FACE NAIL 3-8d - - BUILD-UP CORNER STUDS FACE NAIL 16d ® 24" 3"x0.131" ® 16" 3" 14 GA ® 16" 2" PLANKS AT EACH BEARING 16d - - DETAIL 2 DETAIL 3 t0000 COLLAR TIE TO RAFTER FACE NAIL 3-10d 4-3"x0.131" 4-3" 14 GA S2.2 SCALE: NTS 52.2 SCALE: NTS CONSULTANTS JACK RAFTER TO HIP TOENAIL 3-10d 4-3"x0.131" 4-3" 14 GA STRUCTURAL JACK RAFTER TO HIP FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA MCVEIGH & MANGUM I I A I I ROOF RAFTER TO 2x RIDGE BEAM TOENAIL 2-16d 3-3"x0.131" 3-3" 14 GA I I I I MINIMUM ENGINEERING, INC. I I I I COLUMN WALL 9133 RG SKINNER PARKWAY ROOF RAFTER TO 2x RIDGE BEAM FACE NAIL 2-16d 3-3"x0.131" 3-3" 14 GA I T _ I _ _ I SIZE THICKNESSJACKSONVILLE, FL 32256 I IPH: 904.483.5200 JOIST TO BAND JOIST FACE NAIL 3-16d 5-3"xO.131" 1 5-3" 14 GA I I - I - - I HSS 4x4 y4" MP&FP " " " I 1 - - - HSS 5x5 y LEDGER STRIP FACE NAIL 3-16d 14-3xO.131 4-3 14 GA I I I I 4 MCVEIGH & MANGUM - I HSS 6x6 y4" ENGINEERING, INC. A. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. I I I I HSS 7x7 " 9133 RG SKINNER PARKWAY '•'•i B. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 3�is y4 JACKSONVILLE, FL 32256 D I I A I I HSS 8x8 y4" PH: 904.483.5200 i LU I I I HSS 9x9 T46" ELECTRICAL 0 ROOF TRUSS, ROOF TRUSS, X HSS 10x10 Sys" MCVEIGH & MANGUM = SEE PLAN SEE PLAN HD9B HD9B X " ENGINEERING, U INSTALL TWO LBP 9C ELEVATION SECTION A-A HSS 12x12 INC. D MGT ROOF TRUSS, 9133 RG SKINNER PARKWAY ' z LTT20B WASHERS ON TOP OF HSS 14x14 }�" JACKSONVILLE, FL 32256 o SEE PLAN EACH CRESCENT WASHER �" 2h TYP HSS 16x16 " R OF TRUSS " PH: 904.483.5200 (TOTAL OF FOUR LBP 9 S) SEE PLAN PROVIDE � 0 THREADED 4 TYP DOUBLE TOP • • i li FOR WOOD INSTALLATION ROD W/ NUT AND WASHER O v ; PLATE DOUBLE TOP EACH END AS SHOWN LANDSCAPE ARCHITECT w EUTHENICS STUDIO rn PLATE HGT. HGT-3 SHOWN. - - - - 1650 BEACH AVENUE z PROVIDE HGT-2 OR HGT-4 DOUBLE , ® 2 PLY OR 4 PLY GIRDER TOP PLATE ' ATLANTIC BEACH, FL 32233 z PROVIDE V'O PROVIDE 36"� THREADED - - - - - � RESPECTIVELY _ _ _ - PH: 904.246.6219 THREADED ROD W/ HDU ROD W/ NUT & WASHER ' z DOUBLE TOP NUT & WASHER EACH EACH END AS SHOWN HTT5 HTTS PROVIDE N470 THREADED 2' ' _ _ Q END AS SHOWN HD9B 0- REVISION DATE o PLATE ROD W/ NUT & WASHER 3. EACH END AS SHOWN - - - a \_DTT2 4, PERMIT SET 12/13/13 0 _t4-­ se, HD9B 5. z WALL STUDS Lvl' w UNDER TRUSS. WALL STUDS UNDER 6• WALL STUDS SEE GEN NOTES TRUSS, SEE GEN NOTES } 7' Q UNDER TRUSS, FASTENER: SYP POST UNDER TRUSS } SEE GEN NOTESFASTENER: FASTENERS: m LTT2OB: 10-10d NAILS DTT2: 8-SDS x1 MGT: 22-10d NAILS HGT-2: 8-10d NAILS CONNECTION ULE y4 h HDU HDU5: 14 SDS X"x2h" WOOD HGT-3: 8-10d NAILS oFACTORED SCREWS OR EQUAL HGT-4: 16-10d NAILS FASTENERS: CONN LOAD SINGLE PLATE SIZE MINIMUM BEAM U_ DTT2 I HTT5: 26-10d NAILS HD9: 3 "0 THROUGH BOLTS TYPE CAPACITY SIZE Q SILL PLATE I HTT5 7 108 K PL 9(s"x4"x20} " W36, W33 zI HD9B HD9B LU SILL PLATE HTTS 6 89 K PL T4s"x4"x177 " W30, W27 0I SILL PLATE 5 81 K PL 9is"x4"x147 " W24, W21 ENGINEER'S SEAL Z z II " u 4 62 K PL s"x4"x11 " W18, W16 O I O ANCHOR BOLT EMBED D �I 3 43 K PL (6"x4"x8X$' W14, C15, W12, C12 "' e,« l�"� ANCHOR IN FTG OR POST INSTALL, %"0 ANCHOR BOLT EMBED II II %!`0 ANCHOR BOLT EMBED SEE FASTENER SCHED PL "x4"x5 " ��' GENS •':�' 2 24 K his ki W10, C10, W8, C8 �� �•.••••.••• BOLT EMBED IN FTG IN FTG OR POST INSTALL, II I IN FTG OR POST INSTALL, ��.•` \•� F •; ; OR POST INSTALL SEE NOTHTTW 26-10d NAILS SEE FASTENER SCHED it It SEE FASTENER SCHED _ 78 o FASTENER SCHED MAY BE SUSTITUTED FOR HDU5 1) BOLTS SHALL BE -Y4"0 A325-N BEARING TYPE. BOLT LIMIT STATE _ • O IN SINGLE SHEAR = 17.9 KIPS. q W LTT20B MGT W HDU5 HGT W 2-HTT5 2-HD9 HOLDDOWNS 2) WELDING MAY BE USED IN LIEU OF BOLTING. ' ,•,�� � a CAPACITY = 1500# CAPACITY = WELDS SHALL BE CAPABLE OF RESISTING LOADS SHOWN. 3965# CAPACITY = 8030# `••d,, d.• �,� co UPLIFT CAPACITY IS BASED ON MINIMUM THICKNESS OF 3) COLUMN THICKNESSES SHALL BE THE MINIMUM TABULATED 5 ABOVE FOR THIS SCHEDULE TO BE VALID. o NOTES: POST OR COMBINED THICKNESS OF TRUSSES AS FOLLOWS: 1) GIRDER HOLDDOWNS SHALL BE FROM STUD TO STUD AT EACH FLOOR THICKNESS UPLIFT 4) TABLE VALUES ARE FOR UNCOPED BEAMS. D AND FROM STUD INTO SLAB ON GRADE SO AS TO PROVIDE A CONTINUOUS 3X 15,480# N PATH FOR WIND LOADS FROM THE GIRDER TO THE FOUNDATION. 4X 19,840# 0 2) IN LIEU OF HOLDDOWNS AT EACH FLOOR A THREADED ROD MAY EXTEND FROM BEAM TO SQUARE HSS COLUMN CONNECTION o ROOF TRUSS HOLDDOWN INTO FOUNDATION SLAB. 0 3) AT HEADERS, LOWER HOLDDOWN SHALL BE TURNED AND NAILED TO HEADER. CADD DWG. FILE NO. 0 PROVIDE SAME SIZE HOLDDOWN AT EACH SIDE OF OPENING FROM STUDS °� INTO SLAB ON GRADE. ATTACH HEADER TO STUDS EACH SIDE OF OPENING w WITH SIMPSON COIL STRAPS AS FOLLOWS: 6 DETAIL IF HOLDDOWN IS LTT20B: 2-CS20 SCALE W IF HOLDDOWN IS HDU5: 3-CS16 S2.2 SCALE: NTS D 5 TYPICAL GIRDER H OLD D OWN S IF HOLDDOWN IS 2-HTT5: 6-CS16 AS SHOWN m IF HOLDDOWN IS 2-HD9B: NOT ALLOWED DRAWN BY a S2.2 SCALE: NTS HK Y LEGAL DESCRIPTION c _ H U_ O Q a O PROJECT PHASE Z 6 LU PERMIT SET LU PROJECT LU 18-11- c� J J Q w NEW CONSTRUCTION of U w H cp ATLANTIC BEACH, FLORIDA U Q 2 ATLANTIC BEACH (V Z 0 COUNTRY CLUB M U CY) 6 MCVEIGH MANGUM 00 0 ENGINEERING • INC SECTIQNS cV N 9133 R.G. Skinner Parkway AND O Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 DETAILS aCA 6330 email:mail@McveighMangum.com PO O Eng.of Record: Wayne D.Mangum License No.: 40178 77U N - - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS202 s, protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other x elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 2x STUD WALL, WALL SHEATHING--,, SEE PLAN ANCHOR BOLT, SEE FASTENER SCHEDULE INTERIOR WOOD STUD ANCHOR BOLT, SEE CLIP, SEE FASTENER BEARING WALL FASTENER SCHEDULE SCHEDULE CLIP, SEE SAW—CUT SLAB 1" REINF (IF REQ'D), STUD WALL, CONTINUOUS PT 2x SILL FASTENER SCHED DEEP BETWEEN 4 & 12 SEE PLAN SEE PLAN PL W/ ANCHOR BOLT. BRICK, W WWF HOURS OF CASTING w z SEE FASTENER SCHED SEE ARCH SEE PLAN U) � SHEATHING T/SLAB, SEE o :; SEE PLAN CLIP, SEE SEE PLAN M N N FASTENER SCHEDU E FIN GRADE—-----­,, ,f T SLAB EL co SEE CIVIL '' SEE PLAN #4 CONT SEE PLAN / tLO o co o LO ;= O T SLAB EL Z // ; ;. ` ai 0 �- rn /\�\.�\� SEE PLAN I — \ ��,`�°/ Q I = M ai �� z z_ a- o Cl? GRADE • • • w � M COMPACTED FILL VAPOR BARRIER I x Q x - \ o w u) U_ » 3—#5 CONT 3" CLR 2'-0» 3—#5 CONT N 3 CLR -� W/#4018" TRANSV 2'-0„ W/#3®36" f!' °-' ao o M co00 1'-6" 3—#5 CONT / N a? = to #3036" TRA SV _ M L O VJ tY U M TYPICAL THICKENED SLAB EDGE W/BRICK INTERIOR THICKENED SLAB FOOTING CT 2>% °'U *.- °- N � TO QO a) P SLAB ON GRADE CONTROL JOINTt***02� SECTI ON 3t***104�SECTIONN S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS AP COL W/ X" 12" EXP JOINT MATERIAL 2x STUD WALL, BASE PL & ANCHOR BOLT, WALL SHEATHING--\,,,V, SEE PLAN COLUMN, SEE PLAN i I i SEE DET 7/S3.1 WALL SHEATHING 2x STUD WALL, CONSULTANTS SEE PLAN ANCHOR BOLT, SEE CLIP, SEE FASTENER j j STRUCTURAL ANCHOR BOLT, SEE FASTENER SCHEDULE SCHEDULE WWF, SEE PLAN I I I MCVEIGH & MANGUM BRICK I I Jo FASTENER SCHEDULE CLIP, SEE FASTENER T SLAB EL v SCHEDULE ENGINEERING, INC. SEE ARCH WWF 1" NON—SHRINK — I _ SEE PLAN N — — = 9133 RG SKINNER PARKWAY SEE PLAN I ( w v JACKSONVILLE, FL 32256 BREEZEWAY OR w GROUT, MIN ��..A;\ �,` I I /7777N\ I I I rn x WWF, SEE PLAN PH: 904.483.5200 PATIO SLAB —\ T FTG EL Q BREEZEWAY OR ,F' T SLAB EL SEE PLAN PATIO SLAB T SLAB EL MP&FP SEE PLAN w — — MCVEIGH & MANGUM � L w SEE PLAN � TYP I I Cn ENGINEERING, INC. to z z 9133 RG SKINNER PARKWAY x s z \i a � — HC 9040.483 5 00 L 32256 00 w » v 3—#5 CONT NU11 FTG SIZE & REINF, COL & FTG 3 CLR 1Y4 TYP _ " , " " W/#3®36" ELECTRICAL U 7 " SEE PLAN PL �4 W/4—N O MCVEIGH & MANGUM Q 3 CLR FI554 ANCHOR ROD 3—#5 CONT HEADED BOLT OR NUT ENGINEERING, INC. 0 W/#4018" TRANSV 2�-0„ AND WASHER TACK 9133 RG SKINNER PARKWAY Y WELDED TO ROD 1,-6„ JACKSONVILLE, FL 32256 TUBE COLUMN BASE PLATE PH: 904.483.5200 0 U TYPICAL TUBE COLUMN FOOTING U_ LANDSCAPE ARCHITECT w EUTHENICS STUDIO z 1650 BEACH AVENUE 5 SECTION 6 SECTION 7 SECTION 8 SECTI ON ATLANTIC BEACH, FL 32233 z PH: 904.246.6219 S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS �NkS3.1 SCALE: NTS REVISION DATE aADD2'-0" PERMIT SET 12/13/13 o CORNER BAR o TO MATCH FTG REINF I O (V z %"COMPRESSIBLE MATERIAL AROUND PIPE z OR PROVIDE PIPE SLEEVE, TYP. MAX PIPE M WOOD POST, SIMPSON CB POST SIZE ALLOWED THROUGH FOOTING IS 3". W SEE PLAN BASE SLAB EL o EE PLAN O z T SIDEWALK, —_ a z o AT EXISTING PIPES WRAP w/ Q \'.r / ''/ ���� 0 2" STYROFOAM OR SLICE PVC .. �� I 1 1 o x U 1 (— 1 PIPE 2"0 LARGER & PLACE �I ENGINEER'S SEAL 12"x12" CONC PEDESTAL AROUND PIPE (SEAL SLIT w/ _ = DUCT TAPE). Uz `�,o`` oNlllllll,,,, to a co 4—#5 VERTICAL W NOTE: MIN w #3 ® 10„ TIES FOR PIPES RUNNING PARALLEL TO FTGc_, CONCRETE FILL IS TO BE PLACED ” „ FTG DEPTH & PIPE LOCATION SHALL B BEFORE FOOTING IS POURED AND •• o ,� . . . . . 4—0 x4—0 x1 —0 COORDINATED SO THAT THE PIPE ISN T TO BE THE SAME WIDTH AS FTG CONT FTG, SEE o THK FOOTING WITH WITHIN FTG LOAD DISTRIBUTION INFLUENCE POUR FULL WIDTH OF PIPE TRENCH. PLAN OR SCHED w 5—#5 EW BOT LINE AS ILLUSTRATED. '° • STATE 0 , g 13 iv qL 0 /,,///l////IIU{IH1111111` w ALTERNATE PATIO FOOTING m TYPICAL CORNER FOOTING REINF FOR WOOD POST TYP PIPE PARALLEL TO F00 iNG TYP PIPE PENETRATION AT FOOTING 0 0 w U CADD DWG. FILE O cc Uj g D E TAI L 10 DETAIL 11 DETAIL SCALE S3.1 SCALE: NTS S3.1 SCALE: NTS S3.1 SCALE: NTS AS SHOWN D m DRAWN BY HK Y LEGAL DESCRIPTION _O 2 H LL 0 a a_ 0 PROJECT PHASE z WWF, Ci SEE PLAN PERMIT SET w U) T SLAB EL w , PROJECT U) SEE PLA _ N18-11- 2 000 J J a Uj 1—#4 CONT » NEW CONSTRUCTION 8 U W H U ATLANTIC BEACH, FLORIDA to Q ATLANTIC BEACH Z TYPICAL PATIO TURNDOWN Ki 0 COUNTRY CLUB M U M Q MCVEIGH MANGUM 6 ao o ENGINEERING - INC SECTIONS N N 9133 R.G. Skinner Parkway AND SECTION Ph: Jacksonville, Florida 32256 12 (904)483-5200 Fax: (904)636-6770 DETAILS Eng O S3.1 SCALE: NTS CA 6330 email:mail cVei an com of Record: Wayne D.Mang License No.: 40178 � U r N - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS301 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other �% elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES ROOF PRIOR TO CONSTRUCTION. SEE GENERAL NOTES SHEATHING ROOF TRUSS, TYP ROOF DOUBLE 2x NAIL SHEATHING TO SHEATHING TOP PLATE ' 2x4 w/8d ® 3" AT SHEARWALL, SEE 2x4 ROOF TRUSS W DETAIL 2/S4.1 x4 EACH SIDE IDE NAILED TO SEE PLAN ROOF SHEATHING ROOF SHEATHING TRUSS 0 3" (WOOD JOISTS � rn ® SIM) CLIP, SEE M co FASTENER SCHED ca CU WALL SHEATHING o � o TOP PLATE CLIP, SEE FASTENER o I°LL co SCHEDULE = ce) > c o � `l s0p NM 2x4016" rn o rn DBL 2x TOP PL ROOF TRUSS, TYP „ ROOF TRUSS TYP STUD GRADE SPF 1 � Q °' his OSB SHEATHING BETWEEN CLIP, SEE FASTENER TRUSSES NAILED ® 3" ALL EDGES, CLIP, SEE FASTENER CLIP SEE ROOF SHEATHING 12d®6" SCHEDULE FOR LENGTH OF SHEARWALL SCHEDULE ' WOOD BEAM, STRAP EACH STUD TO i FASTENER SCHEDULE (D SEE PLAN GIRDER TRUSS BELOW �' 5 � v V WALL SHEATHINGo7 0 TOP PL CLIP, SEE WALL SHEATHING 2x4 NAILED TO DBL 2X W CS22 STRAP rn °' CD FASTENER SCHEDULE TOP PL w/1 >d ® 3 / ~ VC\i UnCP WALL STUD GIRDER TRUSS, U o%4SEE PLAN a, WALL STUD (2 PLY MIN) 0- Ua, C', __4L TO a O ami 04 CU c� 1 SECTION 2 DETAIL 3 4 SECTI ON SECTION N �4.1 SCALE: NTS \4%�S4_1SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS 2x4 OUTLOOKER ® 24" OC ALIGN ONE OUTLOOKER W/ EA X—BRACE 2x4 BLOCKING OR 2x4 BLOCK CSD 48" OC SHEATHING JOINT 2x4 BLOCK ® X—BRACE 4-12d TOE NAILS BLOCKING SHEATHING (2 EA SIDE) SIMPSON A33 CLIP CONT L6x3J�x�fe (LLV) EDGE 4-1 fid NAILS HURRICANE CLIP H5 ANGLE W 2x6 NAILER TO ANGLE ® EACH OUTLOOKER CS20 STRAP W/X- THROUGH BOLTS 016" OC W/ 14-10d NAILS ' n. ON:' (7 EA END)LEG OF 2x4 TYP METAL ROOF DECK, CONSULTANTS 2x4 X–BRACE X– RACE 0 48" OC Ufa 16 >2_<TYP SEE PLAN STRUCTURAL I ® 48" OC TOP CHORD OF 2-12d NAILS CONT L3x3x 4-16d GABLE END TRUSS BOTTOM CHORD OF GABLE EDGE ANGLE MCVEIGH & MANGUM DROP 3X:" END TRUSS W/ 12d TOE NAILS ENGINEERING, INC. I SEE 4-12d 2 ES TOE NAILS ® 8" OC TO DOUBLE TOP PL 9133 RG SKINNER PARKWAY ( ) I NOTE #2 BRACE VERTICAL MEMBERS JOIST EXTENDED END o o JACKSONVILLE, FL 32256 EA END, FROM BLOCK TO TRUSS TOP CHORD OF GABLE END TRUSS PER 2x6 BLOCKING ° PH: 904.483.5200 TRUSS MFR DETAILS „ • ' 8d®3" " 12d NAILS ® 4 OC ,• ' DOUBLE TOP PL BETWEEN STUDS „ „ 3-12d NAILS = � 8d®3 MP&FP 12d ® 4 C FROM BOTTOM CHORD OF I I MCVEIGH & MANGUM TYP AT VERTS LATERAL 31ZACE TO 2-12d NAILS COMMON TRUSSES I I � BLO BELOW ® 24" OC I I ATTACH STUD TO NAILER W/ ENGINEERING, INC. 3-12d NAIL ' SIMPSON TC26 CONNECTOR W/ 7'e" WOOD PANEL STEEL BEAM 9133 RG SKINNER PARKWAY W SIMPSON A33 CLIP ( CS20 STRAP ® EAC 5-10dx1h INTO STUD AND BETWEEN STUDS I SEE PLAN ' JACKSONVILLE, FL 32256 D SEE 2x4 SC W/ 14-10d NAILS TRUSS.- 6-10dx1X INTO NAILER. NAILS PH: 904.483.5200 W NOTE #2 NAILED TO I:I INTO STUD SHALL BE INSTALLED WALLS D, SEE STEEL JOIST, ELECTRICAL TRUSS IF INTO THE CENTER OF EACH SLOT SEE SCNED PLAN SEE PLAN 2-12d NAILS I VERT BOTTOM CHORD OF (SEE N TE) MCVEIGH & MANGUM a ( ( WEB IS NOT GABLE END TRUSS H5 CLIP FROM I ENGINEERING INC. PRESENT BLOCKING TO WALL SHEATHING L I DBL TOP PL 2x4 SEE ARCH EAM NOTE: PROVIDE 4 STUDS ® EA 9133 RG SKINNER PARKWAY POST & EXTEND UP THRU JACKSONVILLE, FL 32256 Z • • CONT 2x4x8' BLOCKING ® 48" OC O A33 CLIP #2 SYP LATERAL BETWEEN GABLE END SEE ARCH KFOR POST LOCATIONS PH: 904.483.5200 I BRACE ® 48" OC TRUSS AND FIRST INSIDE FACE OF O `� COMMON TRUSS LANDSCAPE ARCHITECT z — (2) 2x TOP PL WALL STUD CONT 2x4x8' #2 SYP 6 EUTHENICS STUDIO z LATERAL BRACE 0 48" OC 2x4 BLOCKING ® 48" OC W/ 3-12d INTO EACH BETWEEN GABLE 1650 BEACH AVENUE S E C TI O N ATLANTIC BEACH, FL 32233 PH: 904.246.6219 w TRUSS BOTTOM CHORD A ITRUSSS4.1 SCALE: NTS H5 CLIP 0 48" OC FROM BLOCKING TO DBL TOP PL 2x STUDS PER PLAN REVISION DATE 0 PLATFORM FRAMING GABLE END PERMIT SET 12/13/13 a. 1) WHERE "H" EXCEEDS 7'-0" X—BRACES SHALL BE 2x6. Z2) WHERE "H" EXCEEDS 10'-6" X—BRACE w MEMBERS SHALL BE NAILED TO VERTICAL 5 SECTION WEB (OR SCAB) AT EACH TRUSS. S4.1 SCALE: NTS m 0METAL DECK, TYP LTP4 CLIP FROM TRUSS SEE PLAN 2 „ ° „ TO NAI LER AT 24" OC >_ PLY4 x7 x0 –7 Q FLAT ROOF TRUSS, . ZYP SEE PLAN8d062 Q 8dC�D6" ROOF SHEATHING HANGER FLANGES I I METAL ROOF DECK 0 TO STEEL PLATE �° I I TUBE STEEL COLUMN, ' 2-2x6 NAILER. SEE PLAN ENGINEERS SEAL D I I SEE PLAN ATTACH TO ANGLE 2 2I I : I W/h" THROUGH 0 xx BOLT ® 16" OC '````,` It411Ni111Hf11/1/1111 CONT 2x4 rM ' D. w L6x3)ix%e (LLH) I ;� :•'�GENS�c••CCi�''-,, z WIDE FLANGE, = - HEADER, SEE .4 1 GIRDER TRUSS SECTION 13 S4.1 STEEL JOIST SEE PLAN L BEAM L2x2xY4" BRACE O CLIP, SEE / e ' 0 EACH JOIST STATE } SEE PLAN SEE PLAN Uj FASTENER SCHEDULE g LTHEADER S ,00 TRUSS TO TRUSS STEEL W/HUC88 '-� •� s'` 0000 n CONNECTION BY HANGER. SKEW HANGER BEAM, NOTES: ,,� ,c '0006,1260. t Cn SEE PLAN 1 WHERE JOISTS DO NOT ABUTT %, S/ D BEAM TRUSS ENGINEER TO MATCH ARCH WALL ) �,, ONAt w SEE PLAN STEEL JOIST, EXTEND JOIST 1Y2" PAST CL OF '''11f111lffllllllll""''"' SEE PLAN BEAM. 2) PROVIDE Y2"0 ERECTION BOLTS AS REQ D BY OSHA. 0 0 LU 0 D CADD DWG. FILE NO. 0 O 7 SECTION 8 DETAIL 9 SECTION Kolo S E CTION SCALE S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS S4.1 SCALE: NTS AS SHOWN D LU DRAWN BY } HK Y T/COL— LEGAL DESCRIPTION SEE ARCH = I I 0 METAL DECK, 2 TYP a 2®12 TYP METAL DECK, SEE PLAN Z 2X"x2h"xY4 ( I PROJECT PHASE ri STEEL TUBE SEE PLAN WALL SHEATHING TUBE BEAM, > SEE PLAN PERMIT SET Uj WALL STUDco FOR CONNECTION EACHUj 00 ry I PROJECT NUMBER ° CONT L6x3hxlfa (LLV) EDGE L6x3xY4 (LLV) EDGE ANGLE SIDE, SEE DET 1/S4.2 18-11- 2x6 BLOCKING ATTACH AT EACH STUD = 8d®3" ANGLE W 2x6 NAILER TO ANGLE STUDS W/2–Y4 x4" LAG SCREWS W/l� THROUGH BOLTS 016 OC I I Q 8d®3" 2x8 NAILER. ATTACH TO Uj ATTACH STUD TO NAILER W/ I TUBE BEAM W/X" BLIND I NEW CONSTRUCTION BOLTS ® 16 OC D SIMPSON TC26 CONNECTOR W/ ,ftoMETAL DECK, �e WOOD PANEL STEEL BEAM, w 5-10dx11� INTO STUD AND BETWEEN STUDS SEE PLAN SEE PLAN TUBE COLUMN, STEEL JOIST, U 6-10dx11� INTO NAILER. NAILS WALL STUD SEE SEE PLAN I I " SEE PLAN ATLANTIC BEACH, FLORIDA CD INTO STUD SHALL BE INSTALLED 12dO6 Q INTO THE CENTER OF EACH SLOT SEE SCHED I PLAN 2x8 PLATE 3 0 2x6 STUDS ® 16" OC I 4-2x8 HEADER OVER WINDOW ATLANTIC BEACH Y WALL SHEATHING o SEE ARCH EAM W/2—X- WOOD PANEL FILLER PLATES AND 1—Y4 WOOD PANEL COUNTRY CLUB M FILLER PLATES TO FLUSH OUT M Q I I BEAM TO THICKNESS OF WALL. McVEIGH MANGUM �- INSIDE FACE FOR CONNECTION TO STEEL ROOF N N OF WALL STUD I I COLUMN, SEE DETAIL 8/S4.1 EN 9 3 R.G. Skinner Parkway N C SECTIONS AND Jacksonville, Florida 32256 (9 11 SECTION DETAIL CK Ph: (904)483-5200 Fax: (904)636-6770 M o SCALE: NTS 12 13 ` ,. a S4.1 } SECTI 0 N SECTION email:rnai c ei angum.com U Eng.of Record: Wayne D.Mangum License No.: 40178 � >� K 0' S4.1 S4.1 SCALE: NTS = These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS4E SCALE: NTS � protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES i I 1'-0" 1'-0" ROOF TRUSS, 9" MAX I MAX 9" SEE PLAN L1Aix 1XxX ROOF SHEATHING EA SIDEROOF I N 8d®6 ATTACH RAFTER W/ SHEATHING 4-10d TOE NAILS TUBE STEEL COLUMN, (2 EACH SIDE) ATTACH RAFTER W/ ROOF TRUSS, SEE PLAN I I 4-10d TOE NAILS SEE PLAN N rn I Ie T1SrIPDES _ _ I_ _ _ — CL BEAM ROOF RAFTER, (2 EACH SIDE) M M SEE PLAN CLIP, SEE FASTENER TUBE STEEL BEAM, I 2 _ & HOLE co 8d®3" SCHEDULE M o SEE PLAN 2 I I �a t CONT 2x4 ,° rn o I �' 00 8d®3 ai o rn ----- ———— WALL SHEATHING -> Cl? N 1 oo M N 2x8 LEDGER. ATTACH SLEEPER TO HIGH V) a, : 2x6 NAILER. RIP TO � k Q, TYP NP ATTACH ® EACH RIB OF DECK W/2—#12x21" TEXU � rn o ° eV206 TRUSS W/4-12d SCREWS WITH WASHERS AT 12" OC MATCH BEAM WIDTH rT� Y4" BENT PLATE I " STUD WALL. NAILS " 2x8 SLEEPER AND ATTACH W/1� O \� �-�i 07 U_ CU CONNECTION TAB I 2x6®16 STD THROUGH BOLTS AT EACH SIDE OF BEAM TYP ® NOTES: METAL DECK, C) �fe 4 1) LOCATE HOLE IN MIDDLE HALF 0 BEAM. GRADE SPF " /�� 0 0 LO FLANGE, STAGGERED � d- d' EA END " SEE PLAN 32 OC EACH SIDE OF a? Lr 2) SEE MECH FOR LOCATION ANDD CT SIZE. cn oo (1) M OPENING SIZE IS DUCT SIZE PLUS 2" ALL AROUND. 2x6 STIFFNER. ATTACH 8dO3STEEL BEAM ~ o U) 04 0 EACH STUD W/ SEE PLAN U `Y' o RECTANGULAR DUCTS 3-12d NAILS 0) 0CD CU 6 U ?' cts 0 Cn 04 CL N 1 CU SECTION r2 STEEL BEAM HOLE R EI N F R CI N G 3 SECTION 4 SECTI ON04 CINI00 S4.2 SCALE: NTS S4.2 SCALE: NTS S4.2 SCALE: NTS S4.2 SCALE: NTS i i NO.2 SYP 2x4 NAILER FASTEN TO TRUSS BOTTOM CHORD W/ 10d NAILS ® *" 2x6 LEDGER. ATTACH TO TRUSS TOP CHORD W/12dO6" WOOD STUD WALL ATTACH RAFTER W/4-10d TRUSS BOTTOM 8dO6" TOE NAILS (2 EACH SIDE) CHORD TRUSS BOTTOM CHORD CONSULTANTS ROOF SHEATHING STRUCTURAL FLAT ROOF TRUSS, 2K4 LEDGER. 8dO6" SEE PLAN ROOF TRUSS, SEE PLAN ATTACH AT ROOF SHEATHING 8dO6" BLOCKING BETWEEN x MCVEIGH & MANGUM ROOF SHEATHING EACH STUD WITH STUDSJL ENGINEERING, INC. 2 12d NAILS 9133 RG SKINNER PARKWAY 5-12d NAILS FASTEN TO TOP PLATE OSB DIAPHRAGM—/ JACKSONVILLE, FL 32256 E PH: 904.483.5200 x " * CONT 2x4 X x WITH 16d ® 2x6®16" FASTEN DIAPHRAGM MP&FP ROOF GIRDER TRUSS, STUD GRADE SPF TO 2x4 NAILER MCVEIGH & MANGUM SEE PLAN BLOCKING WALL SHEATHING 8d * ENGINEERING, INC. TYP BOTH NAILERS 9133 RG SKINNER PARKWAY f KZ BETWEEN DOUBLE TOP PLATE Uj ROOF RAFTER, RAFTERS ATTACH SLEEPER TO HIGH JACKSONVILLE, FL 32256 CLIP, SEE TRUSS HANGER SEE PLAN RIB OF DECK W/2—#12x21" TEX GYP BOARD, TYP PH: 904.483.5200 a w FASTENER SCHEDULE BY TRUSS MANUF SCREWS WITH WASHERS AT 12" OC SHEARWALL SHEATHING, ELECTRICAL CONT. 2x12 LEDGER. ATTACH AT EACH WALL 2x6 STIFFNER. ATTACH 2x8 SLEEPER SEE SCHEDULE MCVEIGH & MANGUM Q BEAM, STUD WITH 6-12d NAILS. ® EACH STUD W/ 8dO3 ALTERNATE CONNECTION ENGINEERING, INC. r SEE PLAN METAL DECK, ALIGN WALL 3-12d NAILS SEE PLAN CONNECTUBOTT BOTTOMCHORD TO D WALL SHEATHING 9133 RG SKINNER PARKWAY YV PLATE W/ SIMPSON LTP4 CLIP ® JACKSONVILLE, FL 32256 0FOR12". (24" SHEARWALLS WITH PH: 904.483.5200 U * = SHEARWALL EDGE NAILING EDGE SPACING GREATER THAN 4") U_ SPACING (I.E. 3" OR 6") LANDSCAPE ARCHITECT Z EUTHENICS STUDIO W Z 1650 BEACH AVENUE 5 SECTION 6 SECTION 7 SECTION 8 SECTION ATLANTIC BEACH, FL 32233 Z PH: 904.246.6219 j � SCALE: NTS SCALE: NTS S4.2 SCALE: NTS S4.2 SCALE: NTS of REVISION DATE O a 1» PERMIT SET 12/13/13 TYP 96"o PUDDLE 1 REVISION #1 2/14/14 U) I s __< TYPPROVIDE WO BURGLAR WELDS w L6x3xY4 (LVL) EDGE ANGLE. I L4x3x LLV x BARS 0 6 EW, OMIT AT z ATTACH AT EACH STUD W/2—Y4"x4" II I i DUCT OPNG (IF REQ'D L2x2xY4 EA SIDE WELD TO } LAG SCREWS.HOLES�N ANGLE VIDE W OR LAG VERTICALLY A II A " SEE ARCH) TOP LOADCHORD G EATER THAN N OATED LBS I' m SLOTTED o SCREWS AND INSTALL LAGS IN CENTER I I I _ Z CONCENTRATED & WELD TO NEAREST PANEL OF SLOT AFTER DEAD LOAD IS APPLIED I I I I w Z J — — ——;—— ZONE A 36/7 LOAD POINT ON OPPOSITE CHORD O I I w I I M wa `_ II M I I W w 36" Z II W Z j l X I I X -x his TYP w 16 2I --------- ----- II I I L5x5x x0'-5" LG ZONE B 36/4 ENGINEER'S SEAL DVr___xj II L4x3x% (LLV) L BEAM rrrrr ::> OR JOIST (IF JOIST— 36 ° SEE DETAIL FOR BRACE M'q ,``, usr utrrrirrr,i te PNG SIZE EQUALS , Cn INSIDE DIMENSION OF TYP WELD PATTERN FOR ROOF DECK ;��G sF••.,G�., OF PREFAB CURBS i = 0 ' o I STEEL BEAM, PLAN SECTION A-A NOTES: JOIST, SEE PLAN 1) ATTACHMENT AT SUPPORTS SHALL BE WELDS. SEE PLAN--// L2x2xY4 EA SIDE STATE OF } INSIDE FACE 2) ATTACHMENT AT SIDE LAPS SHALL BE #10 TEKS SCREWS. HANGER WHEN HANGER LOAD IS 'O ' •► TYP GREATER THAN 100 LBS .,,��,�'• • `'� g I AT WALL STUD ) VERIFY ALL DIM W SUPPLIER BEFORE FABRICATION. � � 3) ATTACHMENT AROUND OPENINGS SHALL BE WELDS ® 6 OC. J� 1 J� LOAD , ��, �� co L W/SUPPLIER IM X MEMBER 4) ATTACHMENT AT SIDE SUPPORTS ALONG PERIMETER SHALL �, OW. 2) INSTALL PREFAB CURBS DIRECTLY ON STEEL SUPPORT ANGLES. BE WELDS 0 6" OC. 0 3) ROOF DECK IS NOT REQUIRED INSIDE MECH UNIT CURBS. S 3'-0" L3x3x94s 5) MINIMUM ENDLAP 3" TYP. D 4) AT OPENINGS 6" TO 12" PROVIDE L2x2xY4x3'-0" LG s 6' 0" L4x3x% LLV 6) SIDELAPS: JOIST REINFORCEMENT FOR CONCENTRATED WALLSTUDS, PLANS SEE PLAPs PERPENDICULAR TO DECK SPAN. WELD TO EACH FLUTE. s g —0" L4x4x ZONE A 7 SIDELAPS PER SPAN LOADS NOT FALLING AT PANEL POINTS 0 ZONE B 2 SIDELAPS PER SPAN 0 W TYPICAL FRAMING AT ROOF OPENING U CADD DWG. FILE NO. O 9 SECTION DETAIL 11 ROOF DECK ATTACHMENT 12 S ECTION SCALE W S4.2 SCALE: NTS 54.2 SCALE: NTS S4.2 SCALE: NTS S4.2 SCALE: NTS AS SHOWN D W M DRAWN BY HK Y LEGAL DESCRIPTION U) F_ LL iv O Q d O Z PROJECT PHASE w PERMIT SET � 2x6 PT CONT PL W/J�"O PROJECT NUMBER w to ANCHOR BOLTS 0 24 18-11- co (ALTERNATE SIDES) c� J J Q u; NEW CONSTRUCTION x W T/STEEL BM EL, SEE PLAN � ROOF TRUSS, ATLANTIC BEACH, FLORIDA a CLIP, SEE SEE PLAN o FASTENER SCHEDULE ATLANTIC BEACH CV X ZCOUNTRY CLUB °� STEEL BEAM, Q Ito m SEE PLAN 1 M Q MCVEIGH MANGUM CD ROOF co N ENGINEERING • INC 9133 R.G. Skinner Parkway SECTIONAN D Jacksonville, Florida 32256 DETAILS Ph: (904)483-5200 Fax: (904)636-6770 \ � SECTION Eng.oCA 6330 email:mail@McVeighMangum.com r13 f Record: Wayne D.Mangum License No.: 40178 -, o S4.2 SCALE: NTS :f I These materias arhughted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightS4 2 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other , elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. ' DO NOT MEASURE DRAWINGS MECHANICAL SYMBOLS LEGEND NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES GENERAL NOTES ABBREVIATIONS PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ® CEILING SUPPLY DIFFUSER 1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS z CEILING RETURN GRILLE A AMPERES Heat Pump Split System DX Air Conditioning Unit Schedule USED CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, AFF ABOVE FINISHEP FLOOR THE MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED ® CEILING EXHAUST GRILLE SYSTEM NUMBER AHU-2A/HP-2A AHU-2B/HP-2B AHU-3/HP-3 AHU-4/HP-4 AHU-5/HP-5 AHU-6/HP-6 AHU-7/HP-7 P-7 AHU-8/HP-8 P-8 AHU-9/ - WITHIN THE LEGEND. AHU AIR HANDLING L NIT AREA SERVED DINING HALL DINING HALL MULTI-PURPOSE ROOM FOYER BAR PRO SHOP LOCKERS FITNESS CENTER MEZZANINE 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO CEILING EXHAUST FAN INDICATE CAPACITY SIZE LOCATION, DIRECTION, AND GENERAL BHP BRAKE HORSEPOWER MIN. SYSTEM S.E.E.R/E.E.R. -111.9 -/11.9 15.31- 15.5/_ -111.7 16.01- 15.51- -/11.0 15.5/- ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. BTUH BRITISH THERMAL UNIT PER HOUR MIN. SYSTEM H.S.P.F/C.O.P. 8.51- 9.01- 9/_ 8.51- -/3.3 8.5/_ co LO THE .5 - THE FACT THAT ONLY CERTAIN FEATURES OF THE F=1IN-LINE EXHAUST FAN MUST NOT BE TAKEN TO MEAN NOMINAL TONS 10.0 10.0 2.5 3.0 12.0 3.5 4 10 2.5 INSTALLATION ARE INDICATED c1 rn R FEATURES WILL NOT BE REQUIRED. CFM CUBIC FEET PER MINUTE THAT OTHER co o SD DUCT SMOKE DETECTOR cu N M OCLG CEILING _ 3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH AHU-5 AHU-6 AHU-7 AHU-8 AHU-9 � � � � TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR � T DUCT TURNING DOWN INDOOR UNIT No. AHU-2A AHU-213 AHU-3 AHU-4 LO RETURN/EXHAUS AAON CARRIER CARRIER CARRIER CARRIER N I° 00 K PIPING ELECTRICAL WORK ET. L� CD CONDENSATE DRAIN EQUIPMENT (DUCTWORK, } MANUFACTURER AAON AAON CARRIER CARRIER 2 a� o rn TNG UP CU CONDENSING UNIT SUPPLY AIRFLOW cfm 3,500 3,500 875 1,050 4,200 1,225 1,600 3,610 875 > ' c o 4. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN IN RETURN/EXHAUST DUCT TURN ( ) Q 2 U o O N `o THE CEILING SPACE UNLESS NOTED OR INDICATED OTHERWISE. DRY BULB OUTSIDE AIRFLOW(cfm) 800 800 140 90 900 170 140 480 60 Y °' o y SUPPLY DUCT TURNING DOWN DB D � � o 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND EXT. STATIC (in.w.g.) 1.25 1.25 0.75 0.75 1.25 1.00 0.75 0.75 0.75 ��; �; Q x DN DOWN Co U) L FIELD DIMENSIONS. SUPPLY DUCT TURNING UP EVAP. FAN HP 2 2 1/2 3/4 3 3/4 314 3 1/2 f' 04 d. � I � 6, DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE UC DX DIRECT EXPANS ON 21.0 21.0 6 8 26.3 8 15 24 fi t`� [-� � 3 4 UNDERCUT BELOW DOOR AUX ELEC. HEAT AT 208V(Kw) ' �� co 2LO DIMENSIONS. -�'-� / EA EXHAUST AIR UNIT VOLTS/PHASE/HZ. 208/3/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 rn CO 7. ALL RISES AND DROPS IN PIPING AND DUCTWORK MAY NOT RADIANT DAMPER (RD) 79.1/64.9 77.5/63.4 76.9/62.8 77.7/63.6 76.2/62.1 H 2 o CD NECESSARILY HAVE BEEN SHOWN. CONTRACTOR TO VERIFY. RD EAT ENTERING AIR TEMPERATURE COOLING ENT.AIR TEMP. DB/WB (DEG F) 79.4/65.2 79.4165.2 78.1/63.9 76.7/62. UM o PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, CONNECT TO EXISTING EF EXHAUST FAN COOLING LEAVING AIR TEMP. DB/WB (DEG F) 56.2/55. 2 56.2/55.2 55.5/53.7 52.4/51.8 54.2/53.3 53.7/52.3 53.5/52.2 54.4/52.8 53.6/51.8 .L M U rn 8. FLASHING HARDWARE ET. REQUIRED TO INSTALL A COMPLETE NET TOTAL COOLING (MBH) 108.25 108.25 26.45 32.31 146.23 39.25 42.71 109.90 25.54iFU 0 C12 0 SYSTEM. EL ELEVATION 91.92 91.92 21.38 27.51 117.51 31.44 35.42 88.20 21.39 4 NET TOTAL SENSIBLE COOLING (MBH) CL 0 F-- 4 64.8 66.0 64.9 67.5 DIFFUSERS AND REGISTER LOCATIONS SHALL BE COORDINATED SIDE WALL SUPPLY GRILLE EXH EXHAUST 60.9 60.9 63.6 66.6 61. N v 9. HEATING ENT.AIR TEMP. DB (DEG F) WITH LIGHT FIXTURE AND OTHER CEILING DEVICE LOCATIONS. EQUIPMENT HEATING LEAVING AIR TEMP. DB(DEG F) 94.4 94.4 100.4 99.9 99.7 101.0 99.8 97.2 97.9 00 04 FIELD VERIFY. EQUIP Q �h- SIDE WALL RETURN GRILLE o N 10. MOUNT ALL THERMOSTATS AND/OR SENSORS 4 FEET ABOVE ESP EXTERNAL STA IC PRESSURE REV. CYCLE HEATING(BTU/H) 128.70 128.70 28.75 33.87 176.00 41.05 45.01 130.00 28.75 FINISHED FLOOR, UNLESS OTHERWISE NOTED. MCA/MCOP 81/90 81/90 44.7/45 44.7/45 104/110 44.7/45 76.3180 71.7/80 44.7145 A-1 x AIR DEVICE TYPE AND SIZE FB FILTER BOX _ MODEL No. V3-CRB-8-0-142A-3D3 V3-CRB-8-0-142A-3D3 FV4CNF002T00 FV4CNB006T00 V3-DRB-8-0-142A-3E3 FV4CNB006T00 FV4CNB006T00 40RUQ FV4CNF0 AIR FLOW CFM FD FIRE DAMPER GENERAL SYMBOLSHP T THERMOSTAT HORSEPOWER OUTDOOR UNIT No. HP-2A HP-26 HP-3 HP-4 HP-5 HP-6 HP-7 HP-8 HP-8 MANUFACTURER AAON AAON CARRIER CARRIER AAON CARRIER CARRIER CARRIER CARRIER KW KILOWATT SET UNIT VOLT/PHASE/Hz. 208/3/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 208/1/60 208/3/60 208/1/60 PLAN OR DETAIL NO. 2--- R -� REFRIGERANT PIPING (LINE ) LBS POUNDS MCA/MCOP 44/60 44/60 18.1/30 22.1/35 63/80 27.6/40 28.5/40 40.6/60 18.1/30 SHEET NUMBER CONDENSATE DRAIN PIPING MAX MAXIMUM MODEL No. CC-C-010-8-D-2 CC-C-010-8-D-2 25HBC53OA003 25HBC536AO03 CC-C-014-8-D-2 25HBC542AO03 25HBC548AO03 38AUQ 25HBC53OA003 1 KEYED NOTE TO PLAN MBH THOUSAND B /H Remarks 1-11 -7 O 1-11 1-10 1-10 1-11 1-10 1-10 1 1-10 1-10 CONSULTANTS IPE TURNING UP Notes: A Q STRUCTURAL �-�0 P MIN MINIMUM 1 REVISION NUMBER 1. PROVIDE AHU WITH SINGLE POINT POWER CONNECTION. COORDINATE WITH ELECTRICAL CONTRACTOR. MCVEIGH & MANGU OA OUTSIDE AIR 2. E.0 TO PROVIDE AND INSTALL DISCONNECT SWITCH. ENGINEERING, INC. �---� PIPE TURNING DOWN 3. ELECTRONIC PROGRAMMABLE THERMOSTAT RA RETURN AIR AND/OR ROOM AIR 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 4.TIME DELAY RELAY&TX VALVE PH: 904.483.5200 M 2 POS111ON MOTORIZED DAMPER RTU ROOFTOP UNIT 5. FILTER RACK W/T-A FILTERS MP8cFP N NORTH ARROW SA SUPPLY AIR 6. FILTER DRIER 7. COMPRESSOR START ASSIST MCVEIGH & MANGUM � MANUAL VOLUME DAMPER TEMP TEMPERATURE 8. HIGH &LOW PRESSURE SWITCHES ENGINEERING, INC. 9133 RG SKINNER PARKWAY TYP TYPICAL 9. CRANKCASE HEATER JACKSONVILLE, FL 32256 Uj 10. SIZE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM CAPACITY LOSS PH: 904.483.5200 UC UNDERCUT 11. PROVIDE HOT GAS REHEAT ELECTRICAL AIR DISTRIBUTION DEVICE SCHEDULE VD MANUAL VOLUME DAMPER MCVEIGH & MANGUM a A - TITUS MODEL TMS-AA LOUVER-FACED CEILING DIFFUSER V VOLTS ENGINEERING, INC. AIR UNIT SCHEDULE PACKAGED ROOF TOP HEAT PUMP SCHEDULE 2256 0 B - TITUS MODEL 50F RETURN/EXHAUST EGGCRATE GRILLE WB WE B DEDICATED OUTSIDE 9133 RG SKINNER PARKWAY DESIGNATION RTU-1 JACKSONVILLE, FL 3 Y PLAN MARK OAU-1/CU-1 KITCHEN PH: 904.4 3. z C - TBDI-10 [4' - (2) 1" SLOTS, 12" INLET] PLENUM SLOT ADJUSTABLE DIFFUSER 0 ROUND AREA SERVED " MANUFACTURER ADDISON CARRIER LANDSCAPE ARCHITECT U_ D - TITUS ML-39 [3 - (4) 1 SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM OBD OPPOSED BLA E DAMPER 14.4 MANUFACTUREREUTHENICS 0- SYSTEM E.E.R. 650 BEACH AVENUE DIO z " SQFT SQUARE FEET MODEL N0. 50TCQD17A3G5 Uj E - TITUS ML-39 [5 - (2) 1 SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM z NOMINAL TONS 15 ATLANTIC BEACH, FL 32233 ° F - TITUS ML-39 4' - {1) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM TAD TRANSFER AIR DUCT INDOOR UNIT No. OAU-1 PH: 904.246.6219 z SUPPLY AIR FLOW(CFM) 5,250 W MODEL No. HCA071 G - TITUS ML-39 [4' - (2) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM O/A AIRFLOW(CFM) 1,570 SUPPLY AIRFLOW (cfm) 650 REVISION DATE H - TITUS ML-38 2' - 1 3 4" SLOTS LINEAR DIFFUSER W/ MLP-38 BOOT PLENUM 650 EXT. STATIC PRESSURE(in.wg) 1.00 o [ ( ) / ] OUTSIDE AIRFLOW (cfm) V LTAGE/PHASE PERMIT SET 12/13 1.0 0 208/3/60 0 1 - 11TUS TBDI-10 [4' - (2) 1" SLOTS, 10" INLET] PLENUM SLOT ADJUSTABLE DIFFUSER EXT. STATIC (in. w.g.) EVAPORATOR FAN HORSEPOWER 3.0 1 OWNER COMMENTS 02/19/14 cWn - 10 REGISTER DIFFUSER TOTAL STATIC (in. w.g.) 1.26 COMPRESSOR QTY. J REGG 2 2� OWNER COMMENTS 06/18/14 z HEATER SCHEDULE w - UVER EVAP. FAN HP 0.5 CONDENSER FAN QTY. 3 K REGGIO REGISTER DIFFUSER W/LO >_ DESIGNATION UH-1 UH-2 COIL ENTERING AIR TEMP. DB/WB {°F)- COOLING 88.0/80.0 3 ADA MODIFICATIONS 09/12/14 Q L - REGGIO REGISTER DIFFUSER W/LOUVER MCA/MCOP 79.21100 m AREA SERVED FDG/RISER STORAGE COIL LEAVING AIR TEMP. DB/WB (`F)- COOLING 52.8/52.8 M - Q AMBIENT TEMPERATURE(DB) 95 o M REGGIO REGISTER DIFFUSER NET TOTAL COOLING (MBh) 60.9 0 MANUFACTURER MARKEL MARKEL " NET TOTAL SENSIBLE COOLING MBh 24.6 ENTERING AIR TEMPERATURE (DBMS} 8 Ix N - TITUS ML-39 [5 - (6) 1 SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM MODEL N0. HF2135105N F2F5105N { ) COOLING LEAVING AIR TEMP. DB/WB (DEG F) 58.0/55.7 U_ 174,310 z 0 - TITUS ML-39 [2' - (8) 1" SLOTS] LINEAR DIFFUSER W/ MLP-39 BOOT PLENUM OUTPUT(KW) 3.7 5 ELECTRIC HEATER ENTERING AIR TEMP. DB (°F) 29.4 GROSS TOTAL COOLING (BTU/H) z ° 400 400 GROSS SENSIBLE COOLING (BTU/H) 129,290 NOTES: SUPPLY AIR(CFM) w a 1 COLOR TO BE SPECIFIED BY ARCHITECT ELECTRIC HEATER LEAVING AIR TEMP. DB (°F) 84. } 40 40 58.0 ENGINEER'S SEAL TO EACH AIR DEVICE AIR TEMP RISE HEATING ENT.AIR TEMP. DB (DEG F) z 2) NECK SIZES TO MATCH SIZE OF DUCTWORKELECTRIC HEAT (KW) 11.3 D AMPS 12.1 24.1 MIN. NUMBER OF HEATER STAGES 1 HEATING LEAVING AIR TEMP. DB(DEG F) 99.3 o EACH AIR DEVICE SHALL HAVE A VOLUME DAMPER IN THE DUCT CONNECTED TO THE U DEVICE UNLESS NOTED OTHERWISE. IF AIR DEVICE IS LOCAI�ED IN AN INACCESSIBLE VOLTAGE/PHASE 208/1/60 208/1/60 AIR HANDLER VOLTS/PHASE/HZ. 208/3/60 REVERSE CYCLE HEATING @ 47 °F(BTU/H) 166,050 w CEILING, VOLUME DAMPER SHALL BE INTEGRAL WITH THE AIR DEVICE. AUXILIARY ELECTRIC HEAT(Kw) @ 208V - WEIGHT(LBS) 27 25 AIR HANDLER MCA/MCOP 42.8/45 a`,� t11Mif111N1/Nt!/I w 10.8 Q YAR/ , NOTES: OUTDOOR UNIT No. CU-1 UNIT E.E.R./I.E.E.R. (AT A.R.I.) ``� ' E • W ® -~-® -®-: ®-"� ® 1. PROVIDE UNIT TEMPERATURE CONTROL THERMOSTAT, SUMMER FAN SWITCH AND POWER MODEL No. RCA061 UNIT C.O.P. (AT ARI @ 47 DEG. F.) 3.3 ••,• GEN •.•��%�' o DISCONNECT SWITCH. UNIT WEIGHT, INCLUDING CURB (LBS.) 2,226 7 •';y w 4-WAY 3-WAY 2-WAY 2-WAY 1-WAY NOMINAL TONNAGE 5 ' W THROW OPPOSITE CORNER THROW REMARKS 1,2,3,4,5,6,7 � � g THROW THROW DE ALL RELAYS AND TRANSFORMERS FOR A COMPLETELY OPERATIONAL SYSTEM. AMBIENT TEMP. (°F) 95 NOTES: •O�'.� .•"� THROW 2. PROVIDE o UNIT VOLT/PHASE/Hz. 208/3/60 1. PROVIDE WITH 14"HIGH INSULATED ROOF CURB. w MCA/MOCP 25.4/40 2. PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT. ���NAL XHAUST FAN SCHEDULE m E 3. PROVIDE WITH MOTORIZED, TWO POSITION OUTDOOR AIR DA c~n DESIGNATION EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 E -7 4. PROVIDE FACTORY MOUNTED NON-FUSED DISCONNECT. LOCATION 2 M WOMEN S LOCKER R ROOM RESTROOM RESTROOM RESTROOM O RESTROOM APPROXIMATE WEIGHT (LBS)- AHU/CU 230/340 5. PROVIDE FACTORY MOUNTED AND POWERED 120V WEATHERPROOF GFI SERVICE RECEPTACLE FOR 0 1,2,3,4,5,6,7,8,9,10,11 EACH UNIT. CADD DWG. FILE NO. � AIRFLOW(CFM) 525 3 500 225 50 250 200 1 0 Remarks o DIRECT DIRECT DIRECT DIRECT I DIRECT Notes: 6. PROVIDE WITH CONDENSER COIL SALT SPRAY PROTECTION. p DRIVE TYPE 0.75 0.75 0.75 0.25 .75 .75 5 7. PROVIDE WITH 7-DAY PROGRAMMABLE THERMOSTAT. CL EXT. STATIC (IN.W.G.) 1. PROVIDE AIR HANDLER WITH SINGLE POINT ELECTRICAL CONNECTION. SCALE 1100 1100 1050 675 1350 1100 11:00 1) 0 FAN SPEED(RPM) 2. PROVIDE DISCONNECT SWITCH FOR AIR HANDLER AND CONDENSING UNIT. COORDINATE WITH ELECTRICAL CONTRACTOR. AS SHOWN co MOTOR HP(INPUT WATTS) (350) (350) (108) (45.1) (150) (155) (155) DUCTLESS SPLIT SYSTEM HEAT PUMP D 115/1 115!1 11511 115/1 115/1 115/1 1 5/1 3 3. PROVIDE R-410A REFRIGERANT EQUIPMENT. DRAWN BY M VOLTAGE/PHASE 1 MK Q CONTROL TYPE 1 1 1 1 1 1 1 4. PROVIDE MINIMUM 4-ROW COOLING COILS. Y MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK HECK Unit No. DHP-1 DSS-1 5. PROVIDE STAINLESS STEEL DRAIN PAN. Area Served SERVER LEGAL DESCRIPTION MODEL NO. CSP-A700 CSP-A700 CSP-A290 SP-1370 CSP-A390 CSP-B200 CS 13200 cn A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E A,B,C,D,E 6. PROVIDE PREMIUM EFFICIENCY FAN MOTOR AND ADJUSTABLE SHEEVES. Manufacturer CARRIER = ACCESSORIES RAV-SP1 80CT/RAV-SP180AT I- 7. SIZE REFRIGERANT LINES PER MANUFACTURERS RECOMMENDATIONS FOR MINIMUM CAPACITY LOSS Model Number(indoor/outdoor) CONTROL TYPE: 1 8. PROVIDE MODULATING HOT GAS RE-HEAT AND EXTERNAL HOT GAS BYPASS. Voltage/Phase 208/1 1. INTERLOCK WITH WALL LIGHT SWITCH. 0 9. PROVIDE 2" ALUMINUM MESH, REUSABLE AIR FILTERS. Cooling Capacity(MBh) 17.0 PROJECT PHASE PERMIT z ACCESSORIES: 10. PROVIDE THERMAL EXPANSION VALVE. Heating Capacity(MBh) 19.0 rn o > A. BACKDRAFT DAMPER � 11. PROVIDE MICROPROCESSOR BASED CONTROLS WITH LOYTEC L-VIS TOUCH SCREEN USER INTERFACE. S.E.E.R/HSPF 17.0/10.8 PROJECT NUMBER rn W B. PREWIRED DISCONNECT 18-11- C. SOLID STATE SPEED CONTROLLER Airflow(CFM) 320-41 a C D. U.L. LISTED FAN AIR C U RTA I N SCHEDULE Outside Air(CFM) 0 E. ISOLATION KIT ACF-1 ACF-2 ACF-3 MCA/MOCP (indoor-outdoor) � DESIGNATION 1.0 - - 17 a LOCATION KITCHEN SEVICE DOOR KITCHEN ENTRY DOOR SERVICE WINDOW Indoor Fan FLA O.3 NEW CONSTRUCTION V) w INTAKE/R E L i E F VENT SCHEDULE AIRFLOW(CFM) 1465 3026 1950 Remarks 1, 2, 3, 4 -o 0 0.01 0.01 0.01 v� W MARK GV-1 GV-2 GV-3 GV-4 GV-5 EXT. STATIC (in.wg.) GRSR-10 ACCESSORIES A,B,C,D A,B,C,D A,B,C,D Notes: ATLANTIC BEACH, FL ORIDA v MODEL GRSI-24 GRSI-12 GRSR-16 GRSR-10 o: GREENHECK GREENHECK GREENHECK VOLTAGE/PH 120/1 120/1 120/1 1. ELECTRICAL TO PROVIDE DISCONNECT SWITCH FOR INDOOR AND OUTDOOR UNITS. a MANUFACTURER GREENHECK GREENHECK G = 250 300 MCA/MOCP 3.4/20 3.4/20 3.4/20 2. PROVIDE WALL MOUNTED THERMOSTAT ATLANTIC BEACH ° ? CFM 2950 500 1480 z #OF MOTORS @ HP 1 @ 1/5 1 @ 1/5 1 @ 1/5 3. PROVIDE INTEGRAL CONDENSATE PUMP 7 o ° PD(FT) 0.15 0.06 0.12 0.03 0.03 Y BERNER BERNER BERNER 4. PROVIDE MOUNTING BASE AND PAD FOR CONDENSING UNIT COUNTRY CLUB U o USE INTAKE INTAKE EXHAUST EXHAUST EXHAUST MANUFACTURER s - KZR1036A KZR1072A KZR1060A 5. PROVIDE WIND SHIELD FOR CONDENSING UNIT REMARKS 1,2,4 1,2,4 1,2,3 1,2,3 1,2,3 MODEL NO. MCVEIGH MANGUM o ENGINEERING - INC MECHANICAL NOTES, NOTES: 2 1. INSECT SCREEN ACCESSORIES: FACTORY MOUNTED 24V CONTROL STATION ON END PLATE 1 LEGEND A N D O' � 9133 R.G. Skinner Parkway o ) A. Jacksonville, Florida 32256 N rn = 2.) BACK-DRAFT DAMPER(AUTOMATIC SHUTTER) o B. FACTORY MOUNTED SELECTOR SWITCH (HIGH, MED, LOW, OFF) S C H E D ULE,.5 - Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com . M 3)FLASHING FLANGE BASE C. FACTORY MOUNTED NON-FUSED DISCONNECT Eng.of Record: IF.-"je-zxiriz.-acIefx License No.: 40287 4)PROVIDE WITH 14"HIGH ROOF CURB D. FACTORY SUPPLIED 24V MAGNETIC REED DOOR LIMIT SWITCH TO OPERATE START/STOP WHEN DOOR OPENS& O CLOSES moul - Architectural Works Copyright Protection Act of 1990. The copyright ion 102 of the Architectu •- - These materials are copyrighted hted and protected under Sect PY 9 P y protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ` elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 I I I ASHRAE 62.1-2007 VENTILATION CALCULATION ASHRAE 62.1-2007 VENTILATION CALCULATION DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES Atlantic Beach Country Club - RTU-1 Atlantic Beach Country Club - AHU-6 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES VENTILATION Ez Vbz CORRECTED VENTILATION Ez Vbz CORRECTED TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) 1 KITECHEN 111 1,500 1 1500 PRO SH P 122 578 15 9 9 9 7.5 67.5 0.12 69.4 136.9 1 137 KITCHEN OFFICE 113 104 5 1 1 1 5 5 0.06 6.2 11.2 1 11 PRO SH P OFFICE 123 125 5 1 1 1 5 5 0.06 7.5 12.5 1 13 Q FOOD SERVICE 115 115 15 2 2 2 7.5 15 0.12 13.8 28.8 1 29 MANAG R'S OFFICE 125 146 5 1 1 1 1 5 5 0.06 8.8 13.8 1 14 RESTROOM 111A 46 15 1 70 STROA E 124 65 0.12 7.8 7.8 1 8 rel TOTAL 1765 3 3 20 20.0 40.0 40 1570 TOTAL 914 11 11 77.5 93.4 170.9 172 TOTAL VENTILATION AIR REQUIREMENT = 40 TOTAL VENTILATION AIR REQUIREMENT = 170 N o TOTAL EXH. RATE = 1570 TOTAL EXH. RATE _ MCU CM FINAL VENT.AIR REQUIREMENT (Greater of Above) = 1570 FINAL VENT.AIR REQUIREMENT(Greater of Above) = 170 0 LO 'a L Date: 29-Jul-14 Date: 29-Jul-14 O04 FL 00 Q 0) NOTES: NOTES: > �r 00 N M O -1 co X Q O (0 X r ASHRAE 62.1-2007 VENTILATION CALCULATION U) LL ASHRAE 62.1-2007 VENTILATION CALCULATION '�� ( �� W �` M Atlantic Beach Country Club - AHU-2 N Atlantic Beach Country Club - AHU-7 o 00 =3 qt M 00 VENTILATION Ez Vbz CORRECTED cr) CD VENTILATION Ez Vbz CORRECTED C) ~ o j CD TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ` c) It ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE ITS U 'i o ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE MJ..� �c o 6OOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) °) co GALLERY 104 158 0.06 9.5 9.5 1 9 a VESTIB LE 126 77 0.06 4.6 4.6 1 5 DIINIG HALL 108 1,862 70 130 118 118 7.5 885 0.18 335.2 1220.2 1 1220 MEN'S L CKERS 127 255 1 64 U T O HALL 109 57 0.06 3.4 3.4 1 3 (D STORAGE 110 77 0.12 9.2 9.2 1 9 MEN'S STROOM 128 338 1 300 ��y/I cc cc O a� VESTIBULE 129 68 0.06 4.1 4.1 1 4 h+l ~ civ LOGGA 116 710 70 50 32 32 7.5 240 0.18 127.8 367.8 1 368 C14 0 SHOES INE AREA 129A 45 1 0.06 2.7 2.7 1 3 V TOTAL 2706 150 150 1125 475.6 1600.6 1600 WOMEN S LOCKERS 130 202 1 50 °' TOTAL VENTILATION AIR REQUIREMENT = 1600 WOMEN S RESTROOM 132 614 1 150HALL 136 152 0.06 9.1 9.1 1 9 A TOTAL EXH. RATE = WOMEN S RESTROOM 137 214 1 200 FINAL VENT.AIR REQUIREMENT(Greater of Above) = 1600 MEN'S STROOM 138 214 1 200 Date: 29-Jul-14 RESTRC OM FOYER 139 72 0.06 4.3 4.3 1 4 VESTIBL LE 139A 45 1 1 1 1 0.06 2.7 1 2.7 1 1 3 NOTES: TOTAL 2,296 27.5 1 27.5 28 1 964 i TOTAL VENTILATION AIR REQUIREMENT = 30 ASHRAE 62.1-2007 VENTILATION CALCULATION TOTAL EXH. RATE = 960 Atlantic Beach Country Club - AHU-3 FINAL VENT.AIR REQUIREMENT(Note 1) = 140 Date: 29-Jul-14 CONSULTANTS VENTILATION Ez Vbz CORRECTED NOTES: STRUCTURAL TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST 1) 10% F SUPPLY AIR, EXHAUST RATE CFM MADE UP FROM TRANSFERRING AIR FROM AN JOINTING SPACE. ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE MCVEIGH & MANGUM ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) ENGINEERING, INC. MULTI-PURPOSE ROOM 107 1 590 50 30 1 20 1 20 1 5 100 1 0.06 1 35.4 1 135.4 1 135 9133 RG SKINNER PARKWAY TOTAL I 590 1 20 1 20 1 100 1 1 35.4 1 135.4 135 ASHRAE 62.1-2007 VENTILATION CALCULATION JACKSONVILLE, FL 32256 Atlantic Beach Country Club - OAU-1 PH: 904.483.5200 TOTAL VENTILATION AIR REQUIREMENT = 140 M P&FP TOTAL EXH. RATE _ VENTILATION Ez Vbz CORRECTED MCVEIGH & MANGUM FINAL VENT.AIR REQUIREMENT (Greater of Above) = 140 TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ENGINEERING, INC. Date: 29-Jul-14 ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE 9133 RG SKINNER PARKWAY ui ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) JACKSONVILLE, FL 32256 _ - NOTES: RESTR OM 152 206 1 250 PH: 904.483.5200 LU RESTR OM 153 198 1 250 TOTAL 1 404 500 ELECTRICAL MCVEIGH & MANGUM Q TOTAL VENTILATION AIR REQUIREMENT = ENGINEERING, INC. TOTAL EXH. RATE = 500 9133 RG SKINNER PARKWAY o ASHRAE 62.1-2007 VENTILATION CALCULATION JACKSONVILLE, FL 32256 o Atlantic Beach Country Club - AHU-4 FINAL VENT.AIR REQUIREMENT(Greater of Above) = 500 PH: 904.483.5200 Date: 29-Jul-14 U U_ LANDSCAPE ARCHITECT zVENTILATION Ez Vbz CORRECTED NOTES: w TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST EUTHENICS STUDIO co ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE 1650 BEACH AVENUE o ROOM NAME NO. (SF} (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM} (CFM) EFFECTIVENESS (CFM) (CFM) ATLANTIC BEACH, FL 32233 Z FOYER 100 280 0.06 16.8 16.8 1 17 ASHRAE 62.1-2007 VENTILATION CALCULATION PH: 904.246.6219 LU RECEPTION 101 214 10 2 2 2 5 10 0.06 12.8 22.8 1 23 Atlantic Beach Country Club - AHU-8 OFFICE 102 150 5 1 1 1 5 5 0.06 9.0 14.0 1 14 WAITING AREA 103 151 30 5 5 5 5 25 0.06 9.1 34.1 1 34 REVISION DATE R TOTAL 795 8 8 40 47.7 87.7 88 VENTILATION Ez Vbz CORRECTED PERMIT SET 12/13/13 a. TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST o ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE § TOTAL VENTILATION AIR REQUIREMENT = 90 Q1 OWNER COMMENTS 02/19/14 Z OOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) w TOTAL EXH. RATE = RECEPTION 150 163 10 2 2 2 5 10 0.06 9.8 19.8 1 20 Q2 OWNER COMMENTS 06/18/14 } FINAL VENT.AIR REQUIREMENT(Greater of Above) = 90 EXERCI E EQUIPMENT 151 1,177 10 12 5 5 20 100 0.06 70.6 170.6 1 171 Date: 29-Jul-14 RESTROOM 152 268 1 150 >_ RESTROOM 153 253 1 150 p NOTES: GROUP ITNESS 154 750 40 30 12 12 20 240 0.06 45.0 285.0 1 285 PRO SHOP 160 382 15 6 6 6 7.5 45 0.12 45.8 90.8 1 91 o CKOSET 161 38 0.12 4.6 4.6 1 5 U_ TOTAL 2611 19 1 19 1 1 350 1 125.4 1 475.4 476 300 Q ASHRAE 62.1-2007 VENTILATION CALCULATION Z Atlantic Beach Country Club - AHU-5 TOTAL VENTILATION AIR REQUIREMENT = 480 w TOTAL EXH. RATE = 300 (aj ENGINEER'S SEAL VENTILATION Ez Vbz CORRECTED FINAL VENT.AIR REQUIREMENT(Greater of Above) = 480 TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST Date: 29-Jul-14 O ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE w ROOM NAME NO. (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) NOTES: `o VESTIBULE 117 62 0.06 3.7 3.7 1 4 LU LOUNGE 118 182 30 5 5 5 5 25 0.06 10.9 35.9 1 36 STATION 119 92 15 1 1 1 7.5 7.5 0.12 11.0 18.5 1 19 ONO�+"""""'""���y, BAR 120 659 100 66 40 40 7.5 300 0.18 118.6 418.6 1 419 ASHRAE 62.1-2007 VENTILATION CALCULATION ,,,�.����D Y,q. � o STORAGE 120A 59 0.12 7.1 7.1 1 7 Atlantic Beach Count Club - AHU-9 ��Q<.'���ti s�••. Country LU DINING 121 782 70 55 36 36 7.5 270 0.18 140.8 410.8 1 411 = ��•' a TOTAL 1836 82 82 602.5 292.1 894.6 896 4 = o VENTILATION Ez Vbz CORRECTED o TOTAL VENTILATION AIR REQUIREMENT = 900 TRACE DEFAULT CALCULATED PEOPLE PEOPLE Rp Ra REQUIREMENT ZONE AIR VENTILATION EXHAUST ,o : OF _ ROOM AREA OCCUPANCY OCCUPANCY COUNT COUNT VENT. RATE Vbzp VENT. RATE Vbza Vbz=Vbzp+Vbza DISTRIBUTION REQUIREMENT RATE Q � ' m TOTAL EXH. RATE - OOM NAME N0. 1 �` '• pIp •'•�,� (SF) (QTY/1000 SF) (PEOPLE) (LOAD) (VENT.) (CFM/P) (CFM) (CFM/SF) (CFM) (CFM) EFFECTIVENESS (CFM) (CFM) •$�0 !„:• � FINAL VENT. AIR REQUIREMENT Greater of Above = 900 ''•u ( ) STAIRS 122A 94 0.06 5.6 5.6 1 6 AL o Date: 29-Jul-14 LANDING 200 64 0.12 7.7 7.7 1 8 o ACCOU TING 200A 104 5 1 1 1 5 5 0.06 6.2 11.2 1 11 LU U NOTES: GM OFF CE 201 145 1 5 1 1 1 5 5 0.06 8.7 13.7 1 14 CADD DWG. FILE NO. 0 o SECURITY AERA 203 284 5 1 2 1 5 5 0.06 17.0 22.0 1 22 ate. TOTAL 407 28 38 61 w o: SCALE U TOTAL VENTILATION AIR REQUIREMENT = 60 AS SHOWN D TOTAL EXH. RATE _ w } FINAL VENT.AIR REQUIREMENT (Greater of Above) = 60 DRAWN BY Date: 29-Jul-14 MK Y LEGAL DESCRIPTION NOTES: 2 F- U_ O H Q 2 a O Z PROJECT PHASE 6 LU PERMIT SET > w w PROJECT NUMBER U) w 18-11- to J Q NEW CONSTRUCTION LU 3 � D F- 0 U C w o I_ o ATLANTIC BEACH, FLORIDA U Q U U ATLANTIC BEACH _. o 4j6COUNTRY CLUB � U Q MCVEIGH & MANGUM 9 MECHANICAL C)ENGINEERING - INC 9133 R.G. Skinner Parkway CALCULATIONS n N MJacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com NEng.of Record: F_Yarizadeti License No.: 40287 k These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright M002"" t i PPYri9 P protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ' ..° elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. co 0 :. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES MECHANICAL SPECIFICATIONS PART 1 - GENERAL PART 2 - PRODUCTS 2.04 AIR DISTRIBUTION SYSTEMS (CONT) 3.03 AIR DISTRIBTION SYSTEMS (CONT) _ F. DUCT SYSTEM ACCESSORIES (CONT): B. HANGERS AND SUPPORTS (CONT): 1.01 INSTRUCTIONS 2.01 SPLIT SYSTEM HEAT PUMPS 2. FLEXIBLE DUCT CONNECTIONS: PROVIDE WHERE AIR HANDLERS, FANS AND BLOWERS 1. HANGERS (CONT) A. SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR A. GENERAL: FURNISH AND INSTALL SPLIT SYSTEM HEAT PUMPS OF THE CAPACITY, CONNECT TO THEIR DUCTWORK. SHALL BE AT LEAST 4-INCHES LONG CONNECTED ON E. CHANGES IN DIRECTION: CHANGES IN DIRECTION SHALL BE BASICALLY NECESSARY FOR A COMPLETE AND IN ACCORDANCE WITH LOCAL AND OPERATING CHARACTERISTICS, AND ELECTRICAL CHARACTERISTICS INDICATED ON EACH SIDE TO METAL (EITHER METAL DUCTWORK, AIR HANDLING APPARATUS, OR AS INDICATED ON THE DRAWINGS AND THE FOLLOWING SHALL APPLY: STATE CODES, AND CONTRACT DRAWINGS AND SPECIFICATIONS. THE DRAWINGS AND SPECIFIED HEREIN. HEAVY GAUGE STEEL SLEEVES), AND BE SUITABLE FOR USE IN MEDIUM AND/OR LOW 1. SUPPLY DUCT TURNS OF NINETY DEGREES IN LOW PRESSURE DUCT B. MANUFACTURER: TRANE, AAON, OR CARRIER PRODUCTS MAY BE SUBMITTED F R APPROVAL PRESSURE DUCT SYSTEMS. PROVIDE BRAIDED COPPER BRIDGE STRAP EQUAL TO SHALL BE MADE WITH MITERED ELBOWS FITTED WITH CLOSELY SPACED W 1.02 LOCAL CONDITIONS PROVIDED THEY CONFORM TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. THOMPSON LIGHTNING PROTECTION, INC. NO. 588 ACROSS EACH CONNECTION. TURNING VANES DESIGNED FOR MAINTAINING A CONSTANT VELOCITY A. CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING LOCAL C. WARRANTY: CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COST OF ONE YEA 'S ACCEPTABLE: VENTFABRICS, INC. "VENTGLAS METAL- EDGE" OR PRIOR APPROVED THROUGH THE ELBOW. CONDITIONS WHICH WOULD AFFECT WORK UNDER THIS CONTRACT. EQUAL. 2. RETURN AND EXHAUST DUCT TURNS OF NINETY DEGREES IN LOW CD rn WARRANTY ON ENTIRE SYSTEM PLUS AN ADDITIONAL FOUR YEARS WARRANTY ONIt CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS FOR THIS 3. LOW PRESSURE METAL TURNING VANES: PROVIDE IN ALL ELBOWS, BENDS AND TEES OF PRESSURE DUCT SHALL BE MADE WITH MITERED ELBOWS, AS cel COMPRESSOR. THE CONTRACTOR SHALL WARRANT EACH SYSTEM IN ITS ENT1R N SPECIFIED HEREINBEFORE, FOR SUPPLY DUCTS, UNLESS RADIUS �) M M PROJECT AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK ALL LOW VELOCITY SUPPLY AIR DUCTS WHETHER OR NOT SHOWN IN DETAIL; PROVIDE IN ELBOWS ARE INDICATED IN WHICH CASE THEY SHALL BE VANED AND FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. OF THIS SECTION. ALL ELBOWS BENDS AND TEES OF ALL OTHER LOW VELOCITY DUCTS WHERE PORTIONS CUCONSTRUCTED WITH A THROAT RADIUS THREE-QUARTERS THE DUCTL 0 C CONTRACTOR SHALL ALSO PROVIDE AN ADDITIONAL FOUR-YEAR WARRANTY ON EACH OF SUCH DUCTS CONVEY AIR AT GREATER THAN 700 FPM AVERAGE VELOCITY. UNIT �:) � o 1.03 PERMITS AND FEES COMPRESSOR TO INCLUDE PARTS, REFRIGERANT AND OIL, EXCLUSIVE OF LABOR TO BE OF THE PERMANENT FIXED TYPE HAVING ADEQUATE RIGIDITY AND STRENGTH TO WIDTH AND A FULL RADIUS HEEL. o 0 A. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS D. INDOOR UNITS: 3. TEES IN LOW PRESSURE DUCT SHALL CONFORM TO THE DESIGN U_ 0' ° `-) 1. FAN SECTION: SHALL BE INSULATED AND CONSTRUCTED OF GALVANIZED STEEL, BE COMPLETELY FLUTTER-PROOF. ALUMINUM OR STEEL WITH CORROSION RESISTANT N � o REQUIRED FOR PERTAINING TO WORK UNDER THIS CONTRACT AND PAY COATING, OR GALVANIZED STEEL. AIRFOIL TYPE IN ALL MITERED ELBOWS, MITERED REQUIREMENT'S SPECIFIED HEREINBEFORE FOR ELBOWS. � ai o rn ALL CHARGES INCIDENTAL THERETO. DELIVER TO ARCHITECT ALL BONDERIZED AND FINISHED WITH BAKED ENAMEL. THE VARIABLE-SPEED AN 4. BRANCH TAKE-OFFS IN LOW PRESSURE DUCT SHALL BE MADE WITH SPLITTER '> ` I C N BENDS AND MITERED TEES. AIR FOIL TYPE MUST BE MANUFACTURED BY TUTTLE & c o CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING MOTOR SHALL BE FACTORY LUBRICATED, HAVE INTERNAL OVERLOAD PROTECTION DAMPERS AS INDICATED IN SQUARE TAKE OFFS. c o = M AND BE RESILIENTLY MOUNTED. FAN-MOTOR ASSEMBLY SHALL SLIDE OUT FOR BAILEY, ANEMOSTAT, METALAIRE, BARBER-COLMAN OR OTHER APPROVED U o o co JURISDICTION. MANUFACTURER AND MUST BE EQUAL TO BARBER-COLMAN "AIRTURNS" TUTTLE & 5. BRANCH TAKE-OFFS IN HIGH PRESSURE DUCT SHALL BE MADE WITH � 0 o SERVICE. REVERSIBLE FILTER RACK SHALL BE EQUIPPED WITH PERMANENT TYPE CONICAL TAPS. LOW PRESSURE GLASS FIBER DUCTWORK: MITER ALL U ='rn 1.04 CODES AND STANDARDS FILTER THAT SLIDES OUT FOR SERVICE. BAILEY "DUCTURNS", OR DURA-DYNE "VR" WITH 24-GAUGE RAILS AND HOLLOW VANES. r- c x Q LONGITUDINAL CORNERS (EXCEPT SEAMS) WITH JACKET UNDISTURBED. , % 1 ., CU . X A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT 2. COOLING COIL: SHALL BE CONSTRUCTED WITH ALUMINUM PLATE FINS 4. MANUAL VOLUME DAMPERS (OTHER THAN THOSE SPECIFIED AS BEING INTEGRAL WITH I) � CU REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES MECHANICALLY BONDED TO NONFERROUS TUBING FOR UNITS 5 TONS AND EACH REGISTER, DIFFUSER AND OTHER AIR OUTLET OR INLET): PROVIDED IN THE PROVIDE SHIP LAP CONSTRUCTION WITH 1-1/2 INCH MINIMUM TAPE � _ Ir- cn REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE SMALLER) OR SEAMLESS COPPER TUBING (FOR UNITS LARGER THAN 5 TONS) COMPLETE AIR DISTRIBUTION SYSTEM(S) (INCLUDING DUCTWORK, RETURN AIR PLENUMS, OVERLAP ON ALL SIDES OF ALL LONGITUDINAL SEAMS AND -- - I N ^ TRANSVERSE JOINTS. PROVIDE ALL REINFORCEMENT, BRACING, ,,r. N It GOVERNING AGENCY AND AS THEY MAY APPLY. WITH ALL JOINTS BRAZED. COILS SHALL HAVE A FACTORY-INSTALLED ETC.) TO ALLOW COMPLETE BALANCING OF THE AIR SUPPLY, RETURN, VENTILATION AND SUSPENSION, WORKMANSHIP AND CONSTRUCTION DETAILS FOR THIS k- = 00 0 LO 1. FLORIDA BUILDING CODE 2010 EDITION, BUILDING REFRIGERANT METERING DEVICE AND BE EQUIPPED WITH REFRIGERANT LINE EXHAUST SYSTEMS . DAMPERS SHALL BE OPPOSED BLADE TYPE WITH 8-INCH aD M 2. FLORIDA BUILDING CODE 2010 EDITION MECHANICAL ( ) DUCTWORK AND ITS ACCESSORIES IN STRICT ACCORD WITH THE o • FITTINGS WHICH PERMIT MECHANICAL CONNECTIONS. COIL CASING SHALL E MAXIMUM BLADE WIDTH. DAMPERS SHALL BE MADE OF GALVANIZED STEEL, OR STEEL MANUFACTURER'S RECOMMENDATIONS OR THE SHEET METAL AND AIR l� ai N � N 3. FLORIDA BUILDING CODE 2010 EDITION, PLUMBING INSULATED AND CONSTRUCTED OF GALVANIZED STEEL, BONDERIZED AND FINISHED WITH A SPRAYED OR DIPPED ALUMINUM RUST RESISTANT FINISH AND BE FLUTTER- CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION'S LATEST L M � C° 4. FLORIDA FIRE PREVENTION CODE, 2010 EDITION WITH BAKED ENAMEL. PROOF. USE IN LOW PRESSURE DUCT SYSTEMS ONLY. BASED UPON LOCATION OF 4 ') EDITION OF THE FIBROUS GLASS DUCT CONSTRUCTION STANDARDS U � o 5. NFPA 90A (2009 EDITION), NFPA 96 (2008 EDITION), AND UNDERWRITERS LABORATORIES 3. ELECTRIC HEATER: ENCLOSURE SHALL BE INSULATED AND HAVE LARGE F ONT THE DUCT IN WHICH THE DAMPER IS TO BE INSTALLED, PROVIDE THE FOLLOWING TYPES �j ,c o ai M WHICHEVER IS MORE STRINGENT. COMPLETED DUCT SYSTEM(S) �- rn SERVICE ACCESS DOOR. HEATING ELEMENTS SHALL BE STAGED AS INDIC TED IN OF OPERATORS: DAMPERS IN DUCTS WHICH ARE EXPOSED OR LOCATED ABOVE CU ca THE EQUIPMENT SCHEDULE ON THE MECHANICAL PLANS. HEATER SHALL 3E SHALL BE STABLE AND AIRTIGHT AT 2 INCHES W.G. INTERNAL "LAY-IN" OR "ACCESSIBLE CEILINGS": YOUNG REGULATOR COMPANY MODEL 817. a- U 1.05 SUBMITTALS EQUIPPED WITH BOTH THERMAL AND CURRENT OVERLOAD DEVICES, AND E DAMPERS IN DUCTS CONCEALED ABOVE PLASTER. CEILINGS OR BEHIND DRY WALL STATIC PRESSURE. ENTIRE DUCT SYSTEM(S) SHALL BE INSTALLED 4 U � ai 0 45 A. MATERIAL LIST: WITHIN TWENTY (20) DAYS OF AWARD OF CONTRACT, REQUIRED HEATING AND COOLING SYSTEM CONTROLS, INCLUDING CONTROL. CIRCUIT CONSTRUCTION: YOUNG REGULATOR COMPANY MODEL 817A. ACCEPTABLE: PRODUCTS BY AN A/E APPROVED, MANUFACTURER'S LICENSED CONTRACTOR. 4 a O 0 O CONTRACTOR SHALL SUBMIT TO ARCHITECT A COMPLETE UST OF 24-V TRANSFORMER. OF TUTTLE & BAILEY, ANEMOSTAT, METALAIRE, KRUEGER, OR BARBER-COLMAN. ENTIRELY COMPLY WITH NFPA BULLETIN 90A AND BE U.L.-181, ca s MATERIALS TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL E. OUTDOOR UNIT: 5. FIRE DAMPERS: PROVIDE FIRE DAMPERS WHERE INDICATED ON DRAWINGS AND/OR CLASS I. TAPED JOINTS ON FIBERGLASS DUCTWORK SHALL BE MADE CU INCLUDE SUPPLIERS' NAMES AND MANUFACTURERS' NAMES AND NUMBER 1. GENERAL: HOUSING SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BON ERIZED AND WHERE OTHERWISE NECESSARY. FIRE DAMPERS SHALL BE UL LABELED CLUSTERED BY FIRST TAPING THE JOINT, THEN STAPLING THROUGH THE TAPE N U FINISHED WITH BAKED ENAMEL. THE UNIT SHALL BE DESIGNED AND TES :D FOR USE ON BOTH SIDES OF THE JOINT INTERFACE AND THEN ADDING d- OR SERIES FOR EACH ITEM ON LIST. BLADE TYPE SPRING ACTUATED FOR HORIZONTAL OR VERTICAL MOUNTING AS rn N B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE WITH R-410A AND CONTAIN A SUFFICIENT CHARGE FOR THE ENTIRE SYS :M. BRASS REQUIRED. DAMPER BLADES SHALL BE HELD IN POSITION BY A 165 DEGREE F FUSIBLE ANOTHER LAYER OF TAPE OVER THE STAPLED AND TAPED JOINT. COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT SERVICE VALVES WITH REFRIGERANT LINE FITTINGS AND SERVICE PARTS SHALL BE I LINK. DAMPER SLEEVES SHALL BE 14-GAUGE MINIMUM AND ALL OTHER DETAILS OF STAPLES SHALL BE IN PAIRS WITH ONE STAPLE ON EACH SIDE OF TO BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO LOCATED IN EXTERIOR OF UNIT. INSTALLATION SHALL COMPLY WITH THE UL INSTALLATION DATA SHEETS FURNISHED THE JOINT INTERFACE AND WITH A DISTANCE BETWEEN STAPLE 2. COIL: SHALL CONSIST OF ALUMINUM FINS MECHANICALLY BONDED TO COPPER TUBING PAIRS OF NOT GREATER THAN 3 INCHES AS MEASURED AROUND THE SHOP DRAWINGS: (FOR UNITS LARGER THAN 5 TONS) OR ALUMINUM TUBING (FOR UNITS 5 'ONS AND �� THE DAMPERS. OPENINGS BETWEEN THE FIRE DAMPER SLEEVES AND THE WALL THE PERIMETER OF THE TAPED JOINTS. STAPLES SHALL BE 1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF OR FLOOR OPENINGS SHALL BE FILLED WITH FIBERGLASS BATTING TO PREVENT SOUND MINIMUM 1/2" X 1/2". PROVIDE MASTIC MINIMUM TWO INCHES ON CONTRACT, DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS SMALLER) WITH ALL JOINTS BRAZED. FACTORY INSTALLED COIL REFRIGERANT FLANKING. CLUSTER BLADES SHALL COMPLETELY OUTSIDE AIR STREAM FOR ALL DUCT AND EQUIPMENT, AND 1 ND SCALE EQUIPMENT ROOM DRAWINGS FOR METERING DEVICE SHALL BE MOUNTED ON UNIT LIQUID SERVICE VALVE. LIQUID LINE SYSTEMS (TYPE B). ACCEPTABLE: RUSKIN, AIR BALANCE; AMERICAN WARMING AND EITHER SIDE OF CLOSURE TAPE. APPROVAL BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST SHALL INCLUDE A BI-FLOW FILTER DRIER. VENTILATING; TUTTLE & BAILEY; UNITED SHEET METAL; OR APPROVED EQUAL. 3. FAN: SHALL BE PROPELLER TYPE, DIRECT DRIVEN, AND ARRANGED FOR VERTICAL 6. LOW PRESSURE DUCT ACCESS DOORS: PROVIDED FOR EACH MANUAL AND MOTORIZED 3.04 OPENINGS CUTTING AND PATCHING c1m) CONTAIN OUTLINE DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, DISCHARGE. PROVIDE GRILLE OVER DISCHARGE. FAN MOTOR SHALL BE FACTORY DAMPER• FIRE DAMPER• ELECTRIC DUCT HEATER• AND WHERE ACCESS IS OTHERWISE ' OPERATING AND MAINTENANCE INFORMATION AND SUFFICIENT LUBRICATED, INHERENTLY PROTECTED AND RESILIENTLY MOUNTED. TWO-SPEED NECESSARY. FACTORY' PREFABRICATED DOUBLE WALL INSULATED TYPE OF 24-GAUGE A. GENERAL: CONTRACTOR SHALL SET IN POSITION ALL SLEEVES AND INSERTS ENGINEERING DATA TO INDICATE SUBSTANTIAL COMPLIANCE WITH FAN MOTOR SHALL AUTOMATICALLY SWITCH TO HIGH SPEED ABOVE 95 DE,REES F REQUIRED IN WALLS, PARTITIONS, CEILINGS, OR FLOORS, AND SHALL HAVE A SPECIFICATIONS. ALL SHOP DRAWINGS FOR ONE SECTION OF WORK AND BELOW 55 DEGREES F OUTDOOR TEMPERATURE. GALVANIZED STEEL (OF SAME OR THICKER GAUGE THAN DUCTWORK PANEL IN WHICH REPRESENTATIVE ON-SITE DURING POURING OF CONCRETE TO MAINTAIN OR ONE MECHANICAL SYSTEM SHALL BE SUBMITTED AT ONE TIME IN INSTALLED WHICHEVER IS GREATER. MINIMUM SIZE SHALL BE AS LARGE AS IS 4. COMPRESSOR: SHALL BE OF THE WELDED-HERMETIC TYPE WITH INTERNAL VIBRATION POSITION OF SLEEVES AND INSERTS UNTIL CONCRETE IS SET. CLOSE LOOSE-LEAF 3-RING BINDERS; NO APPROVAL WILL BE GIVEN IF ISOLATION AND BE COVERED WITH A SHIELD TO MUFFLE OPERATING SOUND. COMPATIBLE WITH DUCT SIZE BUT IN NO CASE LESS THAN THE FOLLOWING (PROVIDE COORDINATION IS REQUIRED TO INSURE THAT ALL SLEEVES ARE PROPERLY SET. SUBMITTED PIECEMEAL. LARGER SIZES IF NECESSARY TO PERMIT PROPER ACCESS OPERATION): 2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS 2.02 ROOF TOP UNIT HEAT PUMPS IMAXIMUM DUCT DIMENSIONS ACCESS DOOR SIZE CONTRACTOR AFTER FRA ESSENTIAL TO PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, A. GENERAL: FURNISH AND INSTALL ROOF TOP UNIT HEAT PUMPS OF THE CAPACITY, 11" AND LESS MAXIMUM DUCT DIMENSIONS X 12" MING IS IN PLACE. CONTRACTOR SHALL DO ALL CORRECTNESS OF SIZE AND LOCATION OF OPENINGS SHALL BE VERIFIED BY DUCTWORK, AND PIPING HE SHALL PREPARE SUCH CONSISTENT WITH OPERATING CHARACTERISTICS, AND ELECTRICAL CHARACTERISTICS INDICATED ON 12" THROUGH 16" 12 X 16" CUTTING AND PATCHING OF EXISTING AND/OR NEW BUILDING MATERIALS CONSULTANTS CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE THE DRAWINGS AND SPECIFIED HEREIN. 17" AND OVER 6 X 24" REQUIRED FOR INSTALLATION OF WORK HEREIN SPECIFIED. NO STRUCTURAL STRUCTURAL RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN B. MANUFACTURER: TRANE OR CARRIER MAY BE SUBMITTED FOR APPROVAL PRO DED DOORS SHALL BE PROVIDED WITH HAND OPERATED ADJUSTABLE TENSION MEMBERS SHALL BE CUT WITHOUT APPROVAL OF STRUCTURAL ENGINEER AND HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND THEY CONFORM TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. CATCHES AND SHALL BE COMPLETELY GASKETED AROUND THEIR PERIMETERS. ALL SUCH CUTTING SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER, I MCVEIGH & MANGUM WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION C. WARRANTY: CONTRACTOR SHALL INCLUDE IN HIS PRICE THE COST OF ONE YEA 'S DOORS SHALL BE VENTLOK "ACCESS DOORS". INSTALL IN ACCORDANCE MEETING WITH APPROVAL OF STRUCTURAL ENGINEER TO MATCH ADJOINING ENGINEERING, INC. CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND WARRANTY ON ENTIRE SYSTEM PLUS AN ADDITIONAL FOUR YEARS WARRANTY ON WITH MANUFACTURERS RECOMMENDATIONS USING VENTLOK #360 SEALANT. SURFACES AND FINISHES, BY MECHANICS OF PARTICULAR TRADE INVOLVED. REPLACEMENT SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER COMPRESSOR. THE CONTRACTOR SHALL WARRANT EACH SYSTEM IN ITS ENTIRETY G. AIR DISTRIBUTION DEVICES: SLEEVES AND OPENINGS NOT USED DURING CONSTRUCTION SHALL BE SEALED 9133 RG SKINNER PARKWAY AT THE CONTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO FOR ONE (1) FULL YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. 1. SCOPE: PROVIDE ALL AIR DISTRIBUTION DEVICES AS INDICATED ON THE DRAWINGS AND JACKSONVILLE, FL 32256 OWNER. CONTRACTOR SHALL ALSO PROVIDE AN ADDITIONAL FOUR-YEAR WARRANTY ON AS SPECIFIED HEREIN FOR A COMPLETE AND OPERABLE SYSTEM FREE FROM DRAFTS WITH GROUT BY CONTRACTOR. OPENINGS BETWEEN PIPES AND SLEEVES PH: 904.483.5200 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE ONLY EACH COMPRESSOR TO INCLUDE PARTS, REFRIGERANT AND OIL, EXCLUSIVE OF AND EXCESSIVE NOISE. THROUGH FIRE AND SMOKE WALLS OR FLOORS SHALL BE SEALED TO PREVENT AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS OF BUILDING LABOR. 2. RELATION TO OTHER WORK: COORDINATE WITH WORK OF THE CEILING, DRYWALL AND PASSAGE OF SMOKE OR HEAT USING AN UNDERWRITERS' LABORATORIES MP&FP CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING THE MECHANICAL D. GENERAL DESCRIPTION: UNITS SHALL BE FACTORY-ASSEMBLED AND TESTED, D :SIGNED PLASTERING TRADES AS REQUIRED TO INSURE AN ORDERLY PROGRESSION OF WORK APPROVED METHOD RATED AT LEAST EQUAL TO THE BARRIER BEING CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS CONTRACT. FOR ROOF INSTALLATION, AND SHALL CONSIST OF COMPRESSORS, CONDENSERS AND FIRST CLASS FINISHED SYSTEM WITH RESPECT TO PLACEMENT, ALIGNMENT, FINISH PENETRATED. METHOD OF SEALING SHALL BE SUBMITTED WITH PROOF OF U.L. MCVEIGH & MANGUM 4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, STARTERS, EVAPORATOR COILS, CONDENSER AND EVAPORATOR FANS, REFRIGERATION AND AND GENERAL FIT. APPROVAL WITH OTHER SUBMITTALS. ALL OPENINGS REQUIRED IN CONCRETE ENGINEERING, INC. ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE OPENINGS, WALLS AND TEMPERATURE CONTROLS, FILTERS, AND DAMPERS. CAPACITIES AND ELECTRICAL 3. DESIGN CONDITIONS: WHICH WERE OMITTED WHEN CONCRETE WAS POURED SHALL BE CAREFULLY CEILINGS, AND VIBRATION ISOLATION IN ORDER TO ACCOMMODATE SUBSTITUTE CHARACTERISTICS ARE SCHEDULED ON THE DRAWINGS. A. ACOUSTICAL: COORDINATE AIR DISTRIBUTION DEVICES, SOUND ATTENUATION 9133 RG SKINNER PARKWAY ui EQUIPMENT SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. E. CASING: MANUFACTURER'S STANDARD CASING CONSTRUCTION HAVING CORROSION MEASURES AND EQUIPMENT ACTUALLY PROVIDED TO INSURE THAT THE DESIGN MADE BY USE OF CORE BORING OPERATION WITH 5-IN. MAXIMUM HOLE SIZE JACKSONVILLE, FL 32256 D 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S PROTECTION COATING, AND EXTERIOR FINISH. CASINGS SHALL HAVE REMOVABLE GOALS ARE NOT EXCEEDED BY THE SYSTEM INSTALLED. UNLESS LARGER SIZE IS APPROVED BY STRUCTURAL ENGINEER. CUT NO PH: 904.483.5200 U APPROVAL BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY EQUIPMENT OR PANELS OR ACCESS DOORS FOR INSPECTION AND ACCESS TO INTERNAL PARTS B. PRESSURE DROP ACROSS ANY AIR DISTRIBUTION DEVICE SHALL NOT EXCEED 0.10 OPENINGS IN PRESTRESSED OR PRECAST MEMBERS WITHOUT APPROVAL OF W MATERIALS INSTALLED PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS FROM A MINIMUM OF 1/2" THICK THERMAL INSULATION, KNOCKOUTS FOR ELECTRICAL IN W.G. STATIC PRESSURE UNLESS OTHERWISE INDICATED. STRUCTURAL ENGINEER. ELECTRICAL z ENGINEER SHALL BE SUBJECT TO REMOVAL AND/ OR ALTERATION AT THE AND PIPING CONNECTIONS AND AN EXTERIOR CONDENSATE DRAIN CONNECTION C. GUARANTY: AIR DISTRIBUTION EQUIPMENT SHALL BE GUARANTEED BY THE B. SLEEVES: aDISCRETION OF THE MECHANICAL ENGINEER AT NO ADDITIONAL COST. AND LIFTING LUGS. MANUFACTURER TO OPERATE WITHOUT EXCESSIVE NOISE AND WITH VELOCITIES IN 1. WALLS AND PARTITIONS: MCVEIGH & MANGUM = 6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, F. EVAPORATOR FANS: FORWARD-CURVED, CENTRIFUGAL, BELT-DRIVEN FANS WI THE FIVE FOOT OCCUPANCY ZONE, WHEN HANDLING AIR WITH TEMPERATURE A. PIPE SLEEVES 8-INCH DIAMETER AND SMALLER (ABOVE GRADE): ENGINEERING, INC. U EQUIPMENT, APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT ADJUSTABLE SHEAVES OR DIRECT-DRIVEN FANS; AND PERMANENTLY LUBRICATED DIFFERENTIALS AS HIGH AS 25 DEGREES, NOT TO EXCEED 30 FPM AT A 2 DEGREE 9133 RG SKINNER PARKWAY o RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING SAME OF MOTOR BEARINGS. DIFFERENCE, 50 FPM AT 1-1/2 DEGREE DIFFERENCE, OR 75 FPM AT A 1 DEGREE WALL PARTITION OR BEAM, SIZED TO PASS PIPE AND COVERING, JACKSONVILLE, FL 32256 Z 'PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND INSTALLATION DETAILS G. CONDENSER FANS: PROPELLER-TYPE, DIRECT-DRIVEN FANS WITH PERMANENTLY DIFFERENCE WHEN OPERATING WITH AN AVERAGE 75 DEGREE ROOM TEMPERATURE PH: 904.483.5200 O TO EFFICIENTLY PERFORM REQUIREMENTS AND INTENT OF CONTRACT. SUCH LUBRICATED BEARINGS. AND MEASURED NO CLOSER THAN 6 INCHES FROM A WALL SURFACE. LEAVING A CLEAR SPACE OF 1/4-INCH MINIMUM BETWEEN COVERING W APPROVAL SHALL NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS H. COILS: ALUMINUM PLATE FIN AND SEAMLESS COPPER TUBE TYPE. FINS SHALL 4. MANUFACTURER: TITUS, METAL*AIRF, CARNES, KRUEGER, ANEMOSTAT OR TUTTLE & AND SLEEVE. PENETRATIONS OF FIRE RATED BARRIERS SHALL HAVE o OF ANY SORT. HAVE COLLARS DRAWN, BELLED AND FIRMLY BONDED TO THE TUBES BY MEAN BAILEY. MANUFACTURERS MODEL NUMBERS INDICATED ARE EXAMPLES OF PRODUCTS MILD STEEL SLEEVES. LANDSCAPE ARCHITECT C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE OF MECHANICAL EXPANSION OF THE TUBES. NO SOLDERING OR TINNING SHALL TO BE PROVIDED. B. PIPE SLEEVES INSTALLED IN EXTERIOR WALLS BELOW GRADE: SCHEDULE w FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A SUBSTITUTION BE USED IN THE BONDING PROCESS. COILS SHALL HAVE A GALVANIZED STEEL 5. MANUFACTURERS MUST BE MEMBERS OF THE AIR DISTRIBUTION COUNCIL UNLESS 40 STEEL HOT DIPPED GALVANIZED AFTER FABRICATION OR CAST IRON EUTHENICS STUDIO o REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL. CASING. COILS SHALL BE MOUNTED IN THE COIL CASING WITH SAME END OTHERWISE INDICATED. SLEEVE WITH 1/4-INCH X 3-INCH CENTER FLANGE (WATER STOP) 1650 BEACH AVENUE D. PROVIDE MECHANICAL SHOP DRAWINGS FOR: AIR HANDLING UNITS, CONDENSING UNITS, CONNECTIONS ACCESSIBLE FOR SERVICE. COILS SHALL BE REMOVABLE FROM 6. ALL AIR DISTRIBUTION DEVICES SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM AROUND THE OUTSIDE. ATLANTIC BEACH, E 32233 U VENTILATORS, AIR INLETS AND OUTLETS, DUCT ACCESSORIES, DUCT INSULATION, PIPE THE UNIT THROUGH THE ROOF OR THROUGH THE PIPING ENCLOSURE. COIL UNLESS OTHERWISE INDICATED. W INSULATION, TEMPERATURE CONTROLS, DUCT MATERIALS, REFRIGERAN PIPING, SECTION SHALL BE COMPLETELY INSULATED. COILS SHALL BE CONTINUOUS TUE 7. WHERE CONTINUOUS LINEAR SUPPLY AND RETURN DEVICES ARE SHOWN AS ABUTTING 2. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE PH: 904.246.6219 r- CONDENSATE PIPING. TYPE, AND PROOF (300 PSIG) AND LEAK (200 PSIG) TESTED WITH AIR PRESSURE ONE ANOTHER IN A SINGLE DIRECTION, THEN THE TOTAL UNBROKEN VISIBLE LENGTH OF GALVANIZED SHEET STEEL OR PLASTIC, SET BEFORE FLOOR IS POURED, 1.06 CONNECTING TO WORK OF OTHERS UNDER WATER. THE LINEAR SUPPLY/RETURN DEVICE SHALL EQUAL THE SUM OF THE NOMINAL LENGTHS SIZED TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF I. REFRIGERANT COOLING COILS: HAVE AN EQUALIZING TYPE VERTICAL DISTRIBUTOR OF THE ABUTTING DEVICES. 1/4-INCH BETWEEN COVERING AND SLEEVE AND SHALL EXTEND 1/2-INCH REVISION DATE W A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, TO ENSURE EACH COIL CIRCUIT RECEIVES THE SAME AMOUNT OF REFRIGERANT. 8. EACH AIR DISTRIBUTION DEVICE WHICH HAS A PORTION THEREOF FRAME CORE ETC. ' - MECHANICAL CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY (FRAME, � ) ABOVE FINISHED FLOOR. Ir COILS SHALL BE PROOF (450 PSIG) AND LEAK (300 PSIG) TESTED WITH AIR EXPOSED TO VIEW IN THE FINISHED AREA SHALL HAVE A FACTORY APPLIED FINISH PERMIT SET 12/13/13 a. OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER PRESSURE UNDER WATER, THEN CLEANED, DEHYDRATED, AND SEALED WITH A WHICH MATCHES AND IS COMPATIBLE WITH THE COLOR OF THE SURROUNDING SURFACE 3. DUCT SLEEVES: SLEEVES OR OPENINGS SIZED TO PASS MECHANICAL DUCTS IMMEDIATELY IN WRITING IF CONDITIONS EXIST WHICH WILL. AND COVERING SHALL BE OF FRAMED CONSTRUCTION IN ROOF WALL OR � B. SHOULD CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE HOLDING CHARGE OF NITROGEN. IN WHICH THE DEVICE IS INSTALLED. COLORS MUST BE APPROVED BY ARCHITECT PARTITIONS. ' ' , co J. COMPRESSORS: SERVICEABLE, SEMI-HERMETIC, OR FULLY HERMETIC COMPRESSORS, PRIOR TO DEVICE FABRICATION. Z CONSTRUED AS AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO COMPLETE WITH INTEGRAL VIBRATION ISOLATORS AND CRANKCASE HEATERS. 9. ALL DAMPERS BLANK-OFF BAFFLES AND OTHER COMPANION DEVICES WHICH FORM AN C. SEALING OF SLEEVES: w SUITABILITY OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND K. SAFETY CONTROLS: MANUAL RESET TYPE FOR: INTEGRAL PART OF AN AIR DISTRIBUTION DEVICE SHALL BE FACTORY MADE ITEMS 1. SLEEVES BELOW GRADE: CAULK ANNULAR SPACE BETWEEN PIPE AND M REPLACE, AT HIS OWN EXPENSE, ALL WORK UNDER THIS CONTRACT WHICH MAY 1. LOW PRESSURE CUTOUT; PRODUCED BY THE MANUFACTURER OF THE AIR DISTRIBUTION DEVICE. SLEEVE USING OAKUM AND POURED LEAD BOTH SIDES MINIMUM ONE INCH z HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS. 2. HIGH PRESSURE CUTOUT; Q DEEP TO MAKE WALL PENETRATION WATER TIGHT. 3. COMPRESSOR MOTOR OVERLOAD PROTECTION. } 1.07 CONTRACT DRAWINGS 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING M L. ELECTRIC HEAT SECTIONS: ELECTRIC HEAT COILS, OF MANUFACTURERS STANDARD PART 3 - EXECUTION W A. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND FULLY CONSTRUCTION, FACTORY-WIRED FOR SINGLE POINT WIRING CONNECTION, COMPLETE WITH THROUGH SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY o OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO OVER-CURRENT AND OVER-HEAT PROTECTION DEVICES. 3.01 FIBROUS GLASS DUCT SYSTEM PACKING SOLIDLY WITH MINERAL WOOL OR FIBERGLASS. SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS CONTRACT. HOWEVER, SUCH A. APPLICATION: PROVIDE ALL SUPPLY AND RETURN DUCTWORK AND PLENUM BOXES. 3. SEALING OF SLEEVES THROUGH FIRE RATED BARRIERS: OPENINGS AROUND M. SPACE TEMPERATURE CONTROLS: THE INDOOR THERMOSTAT SHALL BE A FULLY- o FROM SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR PROGRAMMABLE, 7-DAY, 4-EVENT PER DAY. B. CLEANING: REMOVE DUST AND DEBRIS FROM INSIDE DUCTS: AND FITTINGS. CLEAN FINISHES PIPES, ETC., THROUGH FIRE RATED BARRIERS SHALL BE SEALED USING AN Z INDICATEDONANYNDRA NG OR ISIBILITY OF ON ANY SECTION OFMPLIANCE WITH THE SPECIFICATIONS.RK OF IADE IICH MAY BE N. ACCESSORIES:INGE POINT ENTRY TO REMOVE DUST AND DIRT. U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING Z B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, 2. POWERED CONVIENCE OUTLET 3.02 METAL DUCTWORK PENETRATED. o AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. CONTRACTOR WILL BE 3. FACTORY DISCONNECT A. APPLICATION: SELECT METAL DUCT FOR EXHAUST AND OUTSIDE AIR DUCTWORK. REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS B. SEAM AND JOINT SEALING: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. 3.05 REMOVAL OF RUBBISH 2.03 LIGHT DUTY CEILING EXHAUST FANS CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS OF WASTE Q SHOWN ON ANY DRAWINGS WITHOUT ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS CONTRACT. ENGINEER'S SEAL A. PROVIDE FANS OF THE SIZE, CAPACITY, AND ELECTRICAL CHARACTERISTICS IND CATED ON 3.03 AIR DISTRIBTION SYSTEMS Z BE NOTIFIED PRIOR TO BID DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR ATHE DRAWINGS. FANS SHALL BE AMCA CERTIFIED AS TO BOTH SOUND AND PERFORMANCE D INTERFERENCES WHICH OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND A. GENERAL: CONSTRUCT ALL DUCTWORK AND ACCESSORIES IN ACCORDANCE WITH LATEST 2 RATINGS. 3.06 EXCAVATION, BACKFILLING AND COMPACTION SPECIFICATIONS. IF SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL EDITIONS OF APPLICABLE SMACNA MANUALS. STREAMLINE ALL DUCTWORK TO THE FULL 0 DATA OR CHANGES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BID B. MANUFACTURER: PRODUCTS OF LOREN COOK ACME GREENHECK OR PENN MAY BE ALL EXCAVATION BACKFILLING COMPACTION TESTING ETC. REQUIRED FOR THE INSTALLATION OF EXTENT PRACTICAL AND EQUIP WITH PROPER AND ADEQUATE DEVICES TO ASSURE PROPER ' UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS SHALL BE DONE BY THE w BY CONTRACTOR SHALL INDICATE THE CONTRACTORS ACKNOWLEDGEMENT AND SUBMITTED FOR REVIEW. BALANCE AND QUIET DRAFTLESS DISTRIBUTION OF INDICATED AIR QUANTITIES. PROTECT ALL cn DUCTWORK AND SYSTEM ACCESSORIES FROM DAMAGE DURING CONSTRUCTION UNTIL MECHANICAL CONTRACTOR. THIS WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND LABOR TO MEET 2.04 AIR DISTRIBUTION SYSTEMS EXCAVATION AND BACKFILLING SECTION OF DIVISION 2. x THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH ALL CODE A. LOW PRESSURE SHEET METAL DUCTWORK: LOW PRESSURE SHEET METAL DUC ORK SHALL ARCHITECTS FINAL ACCEPTANCE OF PROJECT. PRIOR TO DUCTWORK FABRICATION, VERIFY �nm W IF ALL DUCTWORK AS DIMENSIONED AND GENERALLY SHOWN WILL SATISFACTORILY FIT %.,j0 ' # " REQUIREMENTS. BE CONSTRUCTED OF GALVANIZED SHEET STEEL. CONSTRUCTION OF JOINT CONNECTIONS 3.07 CLEANING AND ADJUSTMENTS �.a� ,D Y a�a, I- C. ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MECHANICAL DRAWINGS WITH CROSS-BREAKING, AND BRACING SHALL CONFORM TO THE LATEST EDITION OF THE SMACNA ALLOCATED SPACES. TAKE PRECAUTIONS TO AVOID SPACE INTERFERENCE WITH BEAMS, UPON COMPLETION OF WORK, CONTRACTOR SHALL CLEAN, OIL AND GREASE ALL FANS, ��.�'���5N A/p� O " " COLUMNS JOISTS PIPES LIGHTS CONDUIT OTHER DUCTS EQUIPMENT, ETC. NOTIFY .�`� .••''•'•••''•• X• W REFERENCE TO BUILDING CONSTRUCTION. MECHANICAL DRAWINGS ARE DIAGRAMMATIC LOW PRESSURE DUCT CONSTRUCTION STANDARDS". Q MOTORS AND OTHER RUNNING EQUIPMENT AND APPARATUS WHICH HE INSTALLS AND �¢,• , �CE/y +•.� 's O BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION OF BUILDING AND B. LOW PRESSURE GLASS FIBER DUCTWORK: ARCHITECT IF ANY SPATIAL CONFLICTS EXIST, AND THEN OBTAIN ARCHITECTS APPROVAL OF MAKE CERTAIN ALL SUCH APPARATUS AND MECHANISMS ARE IN PROPER WORKING S'�•; Q�= o WORK OF OTHER TRADES WILL PERMIT. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR 1. MATERIAL: ONE INCH THICK GLASS FIBER DUCTBOARD BELOW THE ATTIC INSULATION NECESSARY ROUTING. MAKE ANY SUCH NECESSARY REVISIONS WHICH ARE MINOR AT NO ORDER AND READY FOR TEST. REFER TO SECTION ENTITLED "SYSTEMS COMPLETION". >- FIXTURES ARE CONTROLLED BY ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS AND ONE AND ONE-HALF INCH THICK ABOVE THE ATTIC INSULATION. ME_TING ADDITIONAL COST. CAREFULLY CORRELATE ALL DUCT CONNECTIONS TO AIR HANDLING UNITS a* ; 4.40 g REQUIREMENTS OF NFPA-90A AND SHALL HAVE A FACTORY APPLIED UL 181, CLASS 1 ' BY REFERRING TO DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING AND FANS TO PROVIDE PROPER CONNECTIONS ELBOWS AND BENDS WHICH MINIMIZE NOISE 3.08 AS-BUILT DRAWINGS = �- ; a c_n DRAWINGS. CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR AIR DUCT LISTING LABEL. BOARD SHALL BE FACED WITH ALUMINUM FOIL FABRICATED AND PRESSURE DROP. PROVIDE ALL CURVED ELBOWS WITH RADIUS RATIOS OF NOT LESS UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE ARCHITECT A = CONFORM WITH BUILDING AS CONSTRUCTED AND TO FIT WORK OF OTHER TRADES OR FROM OR LINED WITH NON-CORROSIVE, NON-HYGROSCOPIC, PERMANENTLY ODORLESS, THAN 1.5 UNLESS OTHERWISE SHOWN OR APPROVED BY ARCHITECT. PROVIDE ALL MITERED SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND LOCATION OF PIPING AND T o RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY CONTRACTOR AT HIS OWN LONG STABLE FABRIC GRADE GLASS FIBERS PREFORMED INTO SEMI-RIGID ELBOWS WITH TURNING VANES. COORDINATE ANY AND ALL DIMENSIONS AT INTERFACES OF DUCTS, AND NOTING ALL MAJOR CHANGES MADE DURING CONSTRUCTION. THE CONTRACTOR - O��••�j�� W RESILIENT, , j EXPENSE. SOME DRAWINGS MAY HAVE BEEN PREPARED FROM EXISTING DRAWINGS WITH OR RIGID BOARD. FLEXURAL RIGIDITY RATING PER ASTM TEST NUMBER -1037 64. DISSIMILAR TYPE OF DUCTWORK AND AT INTERFACES OF DUCTWORK WITH EQUIPMENT SO SHALL OBTAIN THE DRAWINGS FROM THE ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING t ��+ii:�e • tE, � M INTENT OF PROVIDING THE CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING NON-EROSIVE WHEN CONVEYING AIR AT VELOCITIES EQUAL TO OR LESS THAN 2,000 THAT PROPER OVERLAPS, INTERFACES, ETC., OF INSULATION AND CONTINUITY OF VAPOR THE DRAWINGS AND PROVIDING THE AS-BUILT DRAWINGS. THE CONTRACTOR SHALL DELVER THE �/A �� • CONDITIONS. DATA SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ FPM. APPROVED, FIRE RETARDANT, MOISTURE SEALING, FACTORY-APPLE JACKET BARRIERS ARE MAINTAINED. IF NECESSARY, WHERE INTERFACING DIFFERENT TYPES OF DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO THE ARCHITECT. EACH SHEET IN EACH ��L cnINSULATION PROVIDE TRANSITIONS SO THAT INTERNAL FREE AREA OF DUCT REMAINS SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF THE CONTRACTOR, DATED AND o ENGINEER AND NO GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR MADE OF KRAFT PAPER AND 2 MIL MINIMUM THICKNESS ALUMINUM FOIL. MAXIMUM UNCHANGED. INSTALL HORIZONTAL RIGID DUCTWORK AS HIGH AS PRACTICAL ABOVE HAVE "AS-BUILT" STAMPED NEAR THE SIGNATURE. DRAWINGS SHALL GIVE ACCURATE INTENDED. IT SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING THERMAL CONDUCTIVITY OF 0.23 AT 75 DEGREES F MEAN TEMPERATURE. 3ACTERIA °w CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN NO RESISTANCE MEETING ASTM G22 AND FUNGI RESISTANCE MEETING ASTM G 1. SUSPENDED CEILINGS SO THAT MOVABLE LIGHT FIXTURES MAY BE RELOCATED WITHOUT DIMENSIONS MEASURED FROM COLUMNS, WALLS, BEAMS AND OTHER FIXED PARTS OF THE U WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE INTENT OF 2. FABRICATION: DUCTWORK FABRICATION AND INSTALLATION SHALL BE IN INTERFERENCE TO MEET ANY FUTURE PARTITION RELOCATION REQUIREMENTS. BUILDING TO THE CONCEALED MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF CADD DWG. FILE NO. o PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER ACCORDANCE WITH SMACNA FIBROUS GLASS DUCT CONSTRUCTION STANDA DS AND B. HANGERS AND SUPPORTS: DRAWINGS AT THE SITE AND EACH DAY SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO � UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS DETERMINED TO BE AN CURRENT MANUFACTURERS LITERATURE ON APPROVED FABRICATION METH DS. 1. HANGERS: ENSURE ACCURATE AS-BUILT DRAWINGS. THE CONTRACTOR SHALL ALSO FURNISH A SET OF w EXTRA COST OVER AND ABOVE THE BASIC INTENT OF THESE PLANS AND 3. CLOSURE SYSTEMS: CLOSURE SYSTEMS SHALL BE AS SPECIFIED BY MANU-ACTURER A. SHEET METAL DUCT HANGERS: SUPPORT DUCTS FROM THE BUILDING DRAWINGS AND TWO SETS OF CONTRACTOR SIGNED AND DATED AS-BUILT DRAWINGS OF THE E I SPECIFICATIONS. OF THE DUCTBOARD TO MAINTAIN THE UL CLASS L DUCT LABEL. PROVID: STRUCTURE WITH GALVANIZED STEEL HANGERS TO EACH SIDE OF THE CONTROLS. SCALE W CLOSURE OF ALL JOINTS USING 9/16-INCH (9/16") OUTWARD CLINCH STALES AND DUCT. HANGERS FOR DUCT TO 60-IN. SHALL BE 1" X 1/8" GALVANIZED 3.09 GUARANTEE AND SERVICE co 1.08 DAMAGE TO OTHER WORK " STEEL BAND. SPACE HANGERS APPROXIMATELY 8- FT. (8') ALONG THE AS SHOWN D A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES WHEN APPROXIMATELY TWO INCHES (2 ) WIDE PRESSURE SENSITIVE TAPE. USE FACTORY LENGTH OF DUCT. HANGERS SHALL EXTEND DOWN THE SIDE OF DUCT A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF EACH PIECE OF w MOLDED MALE-FEMALE JOINTS WHEREVER POSSIBLE. USE APPROPRIATE THE MECHANICAL CONTRACTOR SHALL ALSO GUARANTEE M WORKING OVERHEAD OR IN FINISHED AREAS. HE/SHE SHALL REPAIR, REPLACE OR AND TURN UNDER. SHALL BE SECURED TO DUCT BY TWO OR MORE DRAWN BY Q TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE DAMAGED AS A RESULT OF HIS SMACNA APPROVED TAPES. MASTIC SHALL BE USED OVER THE CLOSURE APE. #14 SHEET METAL SCREWS. WHERE SPRAYED FIRE-PROOFING OCCURS, SUCH EQUIPMENT AND SHALL BE HELD RESPONSIBLE FOR A PERIOD OF ONE YEAR FROM 2 OPERATIONS. INSTALL HANGERS BEFORE APPLICATION OF SUCH TREATMENT AND FINAL ACCEPTANCE FOR NECESSARY ADJUSTMENTS AND/OR REPLACEMENTS OF ALL MK Y C. INSULATED SHEET METAL DUCTWORK: WITHHOLD INSTALLATION OF DUCTS UNTIL AFTER APPLICATION. DEFECTIVE EQUIPMENT, MATERIALS AND WORKMANSHIP WITHOUT EXPENSE TO THE OWNER. 1.09 STORAGE AND WORK AREAS 1. SHEET METAL MATERIALS SHALL BE GALVANIZED SHEET STELL, LOCKFORMI G PROVIDE A LETTER TO THE OWNER STATING THE CONTRACTOR'S GUARANTEE AND DATES OF LEGAL DESCRIPTION � A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER DAMAGE QUALITY, ASTM A 527, AND COATING DESIGNATION G 90. B. FIBERGLASS DUCT HANGERS: cn 2. JOINT AN SEAM SEALANT SHALL BE ONE-PART NONSAG SOVENT-RELEASE'E 1. SUPPORT GLASS FIBER DUCT FROM THE BUILDING STRUCTURE WITH GUARANTEE COVERAGE. MOISTURE, DIRT, DEBRIS, ETC. USE OF CARDBOARD, VISQUEEN, OR OTHER SIMILAR B. CLEANING OF PERMANENT TYPE FILTERS; LUBRICATION, AND CLEANING OF STRAINERS SHALL = CURING, POLYMERIZED BUTYL SEALANT COMPLYING WITH FS TT-S-001657, 3/4-IN. PERFORATED 24 GAUGE STEEL STRAPS OR #12 WIRE, SECURELY I- MATERIALS WHILE STORED OUTSIDE IS NOT ACCEPTABLE. DO NOT INSTALL DAMAGED BE TO 30-DAYS AFTER THE FINAL ACCEPTANCE. U- EQUIPMENT. TYPE I; FORMULATED WITH A MINIMUM OF 75 PERCENT SOLIDS. ANCHORED TO STRUCTURE ABOVE AND TO A 2" X 1" X 1" 24 GAUGE 0 3. DUCTS ATTACHMENTS SHALL BE SHEET METAL SCREWS, BLIND RIVETS, OR SELF STEEL ANGLE, OR EQUIVALENT, CROSS SUPPORT UNDER THE DUCT. SPACE C. THE CONTRACTOR SHALL PROVIDE FOR A REPRESENTATIVE OF HIS FIRM, THE CONTROL Q1.10 APPROVAL OF MATERIAL TAPPING METAL SCREWS; COMPATIBLE WITH DUCT MATERIALS. HANGARS AT ALL TURNS AND TRANSITIONS, AT NOT MORE THAN EIGHT FOOT SYSTEM CONTRACTOR, AND THE OWNER'S REPRESENTATIVE TO RETURN TO THE JOB AT CL A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES APPROVAL 4. DUCT FABRICATION: CONSTRUCT IN ACCORDANCE WITH SMACNA REQUIREM NTS. (8) CENTERS ON STRAIGHT RUNS, AND ELSEWHERE AS NECESSARY TO THE CHANGE OF SEASONS, (SUMMER DI WINTER OR WINTER TO SUMMER) FOR THE FIRST o FROM ENGINEER 10 DAYS PRIOR TO BID DATE. MAINTAIN TRUE ALIGNMENT. YEAR ONLY, TO ADJUST THE AIR CONDITIONING SYSTEMS AND RECHECK OR RECALIBRATE CONTROLS AS MAY BE REQUIRED OF THE SEASON CHANGE FROM COOLING TO HEATING PROJECT PHASE Z B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OFFICE BY D. LOW PRESSURE FLEXIBLE DUCTS FLEXIBLE DUCT SHALL CONSIST OF A ZINC CO TED SPRING 2. SUPPORTS: VERTICAL RISERS AND OTHER DUCT RUNS WHERE THE METHOD OR VICE VERSA. CLOSE OF BUSINESS NO LATER THAN 10 DAYS PRIOR TO SCHEDULED BID DATE. REQUEST STEEL HELIX PERMANENTLY BONDED TO A FULL INTERIOR LINER TO FORM THE DUCT CORE OF SUPPORT SPECIFIED ABOVE IS NOT APPLICABLE SHALL BE SUPPORTED PERMIT SET W SHALL CONTAIN DETAILED INFORMATION ON THE PROPOSED ITEM. THIS SHALL INCLUDE: WITH POSITIVE INTERIOR AIR SEAL. CORE SHALL BE COVERED WITH FACTORY APPLIED ONE BY SUBSTANTIAL ANGLE BRACKETS DESIGNED TO MEET FIELD CONDITIONS 3.10 ACCEPTANCE 1. CATALOG CUTS SHEETS INCH, ONE POUND PER CUBIC FOOT FIBERGLASS INSULATION OF 0.25 THERMAL AND INSTALLED TO ALLOW FOR DUCT EXPANSION. PROJECT NUMBER W 2. DETAILED SPECIFICATIONS CONDUCTANCE SHEATHED IN A SEAMLESS EXTERIOR CLASS 1 VAPOR BARRIER JACKET WITH 3. FASTENERS: SECURE HANGERS TO STEEL BEAMS OR METAL DECK WITH A. AS A PREREQUISITE TO REQUESTING FINAL INSPECTION, CONTRACTOR SHALL: 1. TEST ADJUST AND BALANCE EACH SYSTEM TO ASSURE DESIGN U) 3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM. A VAPOR CUFF ON BOTH ENDS. DUCT SHALL BE MADE FOR USE WITH QUADRANT BEAM CLAMPS OR DROP THROUGH CONNECTIONS FROM THE METAL OR 18-11- C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORS LISTING ALL DAMPERED TWIST IN TYPE FITTINGS WITH EXTRACTOR SCOOPS SUITABLE FOR S EET METAL CONCRETE DECK. PERFORMANCE. SUBMIT ARCHITECT AND ENGINEER WITH TEST RESULTS. PRIOR APPROVED MANUFACTURERS AND PRODUCTS. OR FIBROUS GLASS DUCTWORK. DUCT SHALL BE NFPA 90A, CLASS 1 (UL-181). PROVIDE C. FLEXIBLE DUCT: INSTALL ALL FLEXIBLE ROUND DUCT WITHOUT KINKS OR SIMILAR 2. FURNISH LETTER FROM AUTHORIZED REPRESENTATIVE OF CONTROL to xIN FACTORY FINISHED LENGTHS NOT IN EXCESS OF LENGTHS REQUIRED TO MAKE SUITABLE OBSTRUCTIONS SO THAT PRESSURE DROP IS MINIMIZED. CUT AND REMOVE MANUFACTURER THAT ALL CONTROLS HAVE BEEN CHECKED FOR 0) J Q CONNECTIONS WITH MINIMUM PRESSURE DROP. ACCEPTABLE: GENFLEX TYPE S R WITH EXCESS LENGTHS AS NECESSARY. OPERATION AND CALIBRATION AND THAT ALL SYSTEMS ARE OPERATING AS STAINLESS STEEL HOSE COUPLINGS AND WITH FACTORY INSTALLED CROWN 3200-DS SPIN IN D. CHANGE IN SHAPE OR DIMENSION: WHERE DUCT SIZE OR SHAPE IS INTENDED. NEW CONSTRUCTION EP W FITTINGFOR GLASS FIBER DUCTWORK), EACH TYPE WITH INTEGRAL VOLUME DAMPER AT CHANGED TO EFFECT A CHANGE IN AREA, THE FOLLOWING SHALL APPLY: ( ) B. ACCEPTANCE WILL BE MADE BY THE ARCHITECT-ENGINEER OR HIS CONNECTION TO RECTANGULAR MAIN DUCT BRANCH OR EQUIVALENT PRODUCTS OF ATCO. 1. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS REPRESENTATIVE ON THE BASIS OF TESTS AND INSPECTION OF THE JOB. O w IN AN INCREASE IN AREA OVER THAT AT THE BEGINNING, THE CONTRACTOR SHALL FURNISH THE NECESSARY MECHANICS TO OPERATE SYSTEMS, I- E. WELDED STEEL DUCT: KITCHEN HOOD EXHAUST DUCT FABRICATION AND INSTALLATION MUST SLOPE OF THE TRANSFORMATION SHALL NOT EXCEED ONE INCH IN � CONFORM TO THE REQUIREMENTS OF NFPA-96 AND FLORIDA MECHANICAL CODE. STEEL SEVEN INCHES. MAKE ANY NECESSARY ADJUSTMENTS AND ASSIST WITH THE FINAL INSPECTION. ATLANTIC BEACH, FLORIDA DUCT SHALL BE WELDED LIQUID TIGHT. 2. WHERE THE AREA AT THE END OF THE TRANSFORMATION RESULTS v ¢ F. DUCT SYSTEM ACCESSORIES: IN A DECREASE IN AREA FROM THAT AT THE BEGINNING, THE W0 1. GENERAL: PROVIDE ALL NECESSARY DUCT SYSTEM ACCESSORIES TO ASSURE PROPER SLOPE OF THE TRANSFORMATION MAY BE ONE INCH IN FOUR ATLANTIC BEACH N o BALANCE, QUIET AND DRAFTLESS DISTRIBUTION AND CONVEYANCE, AND MINIMIZATION INCHES, BUT ONE INCH IN SEVEN INCHES IS PREFERABLE, SPACE YOF TURBULENCE, NOISE AND PRESSURE DROP FOR ALL SUPPLY, RETURN, EXHAUST PERMITTING. ` 7 5 0 AND VENTILATION AIR QUANTITIES INDICATED. ACCESSORIES SHALL BE RE OMMENDED 3. THE ANGLE OF TRANSFORMATION AT CONNECTIONS TO HEATING COUNTRY CLUB BY THEIR MANUFACTURER FOR EACH SPECIFIC APPLICATION. COILS OR OTHER EQUIPMENT SHALL NOT EXCEED THIRTY DEGREES ji* N FROM A LINE PARALLEL TO THE AIR FLOW ON THE ENTERING SIDE 2 6 OF THE EQUIPMENT, NOR FIFTEEN DEGREES ON THE LEAVING SIDE. MCVEIGH MANGUM 11" THE ANGLE OF APPROACH MAY BE INCREASED TO SUIT LIMITED MECHANICAL N SPACE CONDITIONS WHEN THE TRANSFORMATION IS PROVIDED ENGINEERING • I N C WITH VANES APPROVED BY THE ARCHITECT. SPECIFICATIONS 9133 R.G. Skinner Parkway M 'r 4. ALL CHANGES IN SHAPE OR DIMENSION MUST BE APPROVED BY Jacksonville, Florida 32256 n IxENGINEER BEFORE INSTALLATION OF DUCT. Ph: (904)483-5200 Fax: (904)636-6770 , , CA 6330 email:mail@McVeighMangum.com �:. LO a Eng.of Record: F_YarizadeYi License No.: 40287 O �: U �_ M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightM003 " "''. �'­-' , r i protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other N . elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES , PRIOR TO CONSTRUCTION. SEE GENERAL NOTES STAIRS 1 �'='f _�"•^'� � '•`7 1224 1 ...............L_j Lj................. U') " 0 i \ iCN i ? i N cc ` '.� �\\✓ 'Ai r t� cc } 1 00 °L O MECHANICAL KEYED PLAN NOTES: � -�-'� = M ai cli Q \ - M / I. c 1O 28x15 OUTSIDE AIR DUCT FROM LOUVER IN DORMER, � ., � -` � � � �{, ; ,> �- �������������������•����� �.`; �{;� U N � � LOUVER BY GENERAL CONTRACTOR. ' € ; i : 3 .................. Q X 2 NC MOTORIZED DAMPER INTERLOCKED WITH �' ' �` `_ 3[ CONDENSING UNIT TO OPEN WHEN UNIT IS LANDING .................. C14 3 a , ENERGIZED DAMPER TO FAIL CLOSED. €3 200 00 00 M O3 8"DIA EXHAUST DUCT TRANSITIONED TO 14"x5k2" / _ : - i- __ M"— �i C\I AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED � I `�'��� - ,K12x12 ,•��_ � � °` ." «� ON WALL JUST BELOW CEILING. } �� � � .._..•_..• �� �;•.--��}��; U o 225 CFM ......................._. '— ,i r 0 V 4 4"DIA EXHAUST DUCT TRANSITIONED TO 10"x3X2" - `` ;' } a aj O AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED o � U � � Cco ON WALL JUST BELOW CEILING. Ac Q TIN 20 ................\ 0 r CL a) O5 6"DIA EXHAUST DUCT TRANSITIONED TO 10"x3X2" �., _ Q AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED v $p N ON WALL JUST BELOW CEILING. ; GENERAL ANAGER'S � °O �t TFICE 10 X X. x x o� N 201 K1202 .n Oo cow O6 16x16" EXHAUST AIR DUCT TO GRAVITY 3 L24 ..................w..................._t:___.�....�,_.�._,_ VENTILATOR - ON ROOF. ;...�:�,:�.� :W._::.�_._....M�. _.-_--� .,.,,.,,,� rn 350 CFM x 815 C ' is < 4x12 I1 0% 7 TERMINATE DUCT DISCHARGE ON THE SLOPED ROOF fi t // 12 E WITH A ROOF JACK K12X12 HVAC MEgiANICAL 3 �� 300 CFM SECURITY (/� M NINE : :.: AREA € : a ROUTE CONDENSATE PIPING, FOR DSS-1• TO FLOOR K1 2x >2 203 204 K12x12 cn gg ,. # :ta, DRAIN IN MECHANICAL ROOM. ,3 %� � ;a " `f F t i i 't ° H � 4 ... t , 80 :CFM '' �,'� SUPPLY AND INTO so 10 F f80:CF K12x12 $ .,. r .- 13:4 >, ;<' �: 2 SIDE OF RETURN AIR PLENUM. ......._........... �.... ... 225 CFM 225 CFM 60 60; :� , } t E DETECTOR IN BOTH SUPPLY AND t PROVIDE SMOKE � '�..� ........ i i �f ,, ,> ,:' '' RETURN DUCT. O , .......... 6 0 /;'\��. _......_...._.._........_._..__..__.._.._...PATI ..._._...._...._._._.... CD.............. L CONSULTANTS K12x12 G ;a ,--- � �� � r— ,, .............. STRUCTURAL i 225 CFM PRO.90P 200 CFM :� o}; 1 _ '� � ' M_ � ,�= �� �..� \f j ..._... ............. `i , ISL o - �� :' °°'` � �-- MCVEIGH & MANGUM r L14x14 00;;, ... 350 CFlul � � .. ,>. , �••• ••� �•�� ' � � ENGINEERING, INC. 350 CFM H,,3 4" K1`` 9133 RG SKINNER PARKWAY co L14x.14 10� x '8O AMM A �� L 32256 355M " f o0 11 _ 4 � 11" _ 4' s 2 T x PH: 904.483.5200 -4kT - _ . '._.350"CFM- � 350.....£FM �... � ., .................. x z .n, ® _ 4 � BRILL _ H " 2' M ECH AN I CAL M EZZ. PLAN w 2 ,2, CMCVEIGH & MANGUM M12x12 " f " ,.... .. .. : �..(FMI M1.1 SCALE: 1/8 = 1 -0 ENGINEERING, INC. �: � 8 � 'x Y ff f �a x S'. '- � 9133 RG SKINNER PARKWAY ___,__.-_-..r_-.___._.,__�_-___..___T-___.____ _-. ____-____ _.__ .--_- _ __.__.__- _-_._-_._-- _--- _._,__. __---_-- _ __.._ t ........... .._.......... ......... ........ .. ...... ... L 32256 CFM _......_._.,.._._._:.._._..-._._.:,,._.._._.__.. ::, _ ................_�...._ _ __ � � --350 ,�.,._._........�._,..... : � ..._ __. _ ,. _.__.. _.__...._. ._,._ _. ____ _._._.__ _,_ _ ., K12x12 4x 4 : PH' 904 483 5200 � 350 CFM,. : 200 CFM 1 CFM .. 10 , , # :GOL : ....�- F:PRO ISHOP i� ELECTRICAL i:: ?; ;€ DIN�IG _ STAR. ....:.: ........... .....:...... � 3 ; ` PA"r 10 _._..................... : 123. I I ,24 MCVEIGH & MANGUM ly 1 N iia: is .I l " f€ E! ODs jj o :; t �• ;: 2 t 04< : - i x� x .._° 3€ ENGINEERING,, � ti is i :, is -� `�. '� 3: ... .. ._.__._. ..-.,,__, _..-_._......... .._,.._.,...,.-_.,.._-�., is ,: .. ..... [: �: " ..z ?� [ i 350 CFNI t�f 1Y1 :.. #r ,i .�._. _._ ::: , _._ _ _. _ _,;,�,. 9133 RG SKINNER PARKWAY , F :_ \ „ 7 _.._._}_.. __._._.., � ,.. , JACKSONVILLE, FL 22 w.. .t �',F 2 B48�24 � JACKSO I 3 56 Y O # _ 7 r- t t - z V�� _- EF 4 x PH: 904.483.5200 ......r:.:, ........_.........>............._................................ ......... _...,__>x ,. 6.80 C W __... _ [A�,r, i` � � ._� 6. � tet- SD O ..._° = 1 x x 120 �.„ " f M U O M NS » f : ;. n. f= — ERIAO -. �O t\. P 00 :. 5 - .fix. —;"'"z- x 3 �.,,,�: ` .: -,_<" '_ n r r HU 2B 3 01 1 4 1 . N M3 x 8 , 430 CFM : , , o ;I a � ,27 H ITECT 1650 CFM ' 30 CFM 33 LANDSCAPE ARC I- FOOD do BEVERA M 2 M 2 LA tt, F, _.� 00 ;,.....<... .....; ... WINDOW T z : ,:... . EUTHENICS STUDIO O ` O W M30x18 DINING A2X24€- € 005 00 ao m K 2x12 8� f - i 0e —— x 1 5 BEACH AVENUE z MECHANICAL MEZZANINE 1650 CFM I OGGIA 800,.'CFM p...,° l xr 6 0 0 200 CFM 3 ,1 s _ A F— co co BEACH, F M1 x6 ; \ s 12fb', 12� 12� 120 12� �L I 18� ATLANTICL 32233 x , z � -=� r - �- K10x6 PH. 904.246.6219 Y_ 200 �' x , � I t 7� �� �.:_�--__ 0 40 CFM � t3 t �_� � 3 =I : .................. ....A24x2.4.....-. J ' _ nup .— tvs� — 0 CFM � ma � ..._ x _�,_w......._...:.._:,.....�...... �; �; .µ AGE-3 - f M 180 '} :.. •: _ _.,.______._______-_._M____-____ T ..t i REVISION DATE I 3 10x6 K10 F; :: _. �n 2 a /E TIBUL M10x6 270 CFM :. 5 CFM 75 M.:---� 39A � � I- =�- '1 x12 � 2 PERMIT SET 12/13/13 t 7 IE f, 'iia & HOE SHINE_ 100 CFM FOOD # __ ff __ .A 18x14 AREA _._...._..-.._- : __-__.___. . : __-_ . a ,, � � , : _ :: :DINING �s SEFIVICE ,. o } x6 16x16 � ..... k .:. t , 1�� Ln 180 ;. ) F -: 129A :: F HALL — � ,;:. CFM ., € _ :t , : : # : , , , .._W-W_-W...W__�:.W=. : .,,�.E _ {: _ -�-.:.�W:: _:��� ,;.... ... x L_ i:a , ii? , > 119 , } _ # ....................._...........x: _ 1 :; ._.�t { ._ �. :i a; 1 OWNER COMMENTS 02/19/14 P 5 3:.: L�_ _ .............>,......_ ,: 450 CFM 3 0 ; ; � �� � k 2 00 Z N PRIVA � �. ._ - € € _a.. SD SD E S TE ' i ' 3 I I { I I M VESTIBULE � " U.1 ; ; :< :. . r3;; i t 00 41� 2� # _ � . � e��.,. : , cp ......_.._.......... ............................ ........................� : F 2 OWNER COMMENTS U6/1 8 14 2 � ' 12� F,:.:a 18th , i i M z :. : : ::: .: ,. _ � # , A24x24 --- - a , � � co co a / _.. ;, ,; ; a AHU 9 3 ADA MODIFICATIONS 09/12/14 3, ; g x1 i 80 ;CFM =l BEER I 4 2 M 2 HP-7t _.. .. _„_..M1.OX6 __-_._-_--.: ._-._._.__.,.___ 'a 2' COOLER FREEZER _..__. _ , r _. ° _ _ _. _..___ _.�,.. 1148 114A 50 CFM 0 WOMEN �-_-__,. 4 9 : � 4 e. ; k R L CKE 1 O MENS 1 � 8 � I 7� JSD 00 x g 130 RESTROOM 4 : € ' — „ o s AH 2A K1 46 -.,. 1 ,38 � x }Ns ,; _,... ' �- K r-� o ��. MIOx _ � ,� ,SZ __ .: 18� 2 ES�OOM a �.m.... 124x2 175 CFM K1 7 AFM � • �. s _-M1 Ox6 _ _,_ _ 800 C N' o r } 3 HP—6 ,, w. K12x12 r � _______._._.. _.-_-. __ __.. : _____._ 18x14 : 1 ... .. r �— 125 FM .� .. ,_. Sb _ : L �8x14 N : x x x x z w g til 18� � 1 :_ ff f pp x ct co _____ ;: ., -�i Ga24X 4 �,,-' -mCOOLER �� a M14x6 ._ - . :x 175 CFM - :,... )O 1 .. o .- K Z .> : 7.:. VcT ., r� f- _, CO rar _ `BEVERAGES _ - 175 CFM o � �•�_, � ��� #CITCHEN �-; — 420 CSM , �.� AHU-3 3 , ,, �r _ ., : : ; ; -TTS N AHU 4 12�: 12� 12� 3 t 2� ,. HP 4 s y� 12� ,� .,M.Q E a � w.xco �•. 1OO CFM ............................................. _., < , € ” ; 3 _ ENGINEER'S SEAL A5 4 2 _._, � 4 5 CFM ISL , co K1 X24 TIBULE llk�l �O HALL _.. _.... .. _ _-. ..... ...�_ . � H P-3 ,, 3 � 100 CFM CFM ,ss 117 _-..__. _ . . � � FDC/RISE \\ 90 I€ " f •:t d' d' Op ? �' i } : K10x6 , :, 131 .... VESTIBULE.._. � N 1 - 5 6 ` . GENERAL NOTE: K10 CFM ,35 270 FM w 4 SATE DRAIN PIPING TO FLOOR DRAINS � � � ;�• T -----i�' ... E �..... � i ELECTRICAL F , -m _ x.... _......, I j I SERVICE ROUTE CONDEN ___._._-_-_._._.�.___�=-_4,. _ ,-� .�.,.. _,_� ...-_° 003 MECHANICAL W , € K10X6 woMEN'S PRIVATE K1 °X6 _._.._.-..__. ,' g� W,REA 'S' ,� x1 ::;�>f( _. .�.... � SERVICE E = HP-9 RESTROOM K14x6 ' A24x24 _ _^ A24�c24: _ ANCALROOM �' ►- i «� 1 OO CFM 132 _ T ; r- 735 CFM s \ \ 80t}..£FM 804' GFIwI:._, _ }_ . . .. ECH o � D 1II'.. ...0 .... 0x10 150 C _._- `���..� ��..... ..,�.. ��. CE , - K10x6. - SCALE: 1 4 — 1 0 s �. , x �: - 125 CFM . D REST � ._ � i: L .� _ ;.:...., ., _..._,. .:._ .. � • � s z LU 1 _ 16x10 x 3 WOMEN..S.._� _ ,.� � } � :..�3 � 6�> 75 CFM;. `; SHOWERS 00 xEM ERSHIP 60 CFM _ �� . '4Q2 :� g s 134 � FILE ;! � F: .... ACE-1 IU) M10X6 �... �:� ,' y.,-. T O10X10 � _ _. .. I _. 3 _. ,,..•'"DELIVERY ENTRY = � �- o 10x600 00 50 CFM ; ,..�; }. ,.. ...,,�I K14x RECEPTION r I A24x24 _._. a R � 101 ;TAB � i.._-._. €� , 002 o CFM z 5 _. _. .._._... _... Uj M10 Q CF _ 0x6 „� _. _ .. � 75 M; 1 : . ; ." _ K18x14 ULIi-PURPOSE K18x14 .r 5 x I tom: E 1 5 160 CFM m GAS WATER HEATERS � `` ,J ;t tf � ..>_ � I =€ ROOM 5 CFM i ` r t ,�;; �... r � . : �\ a 450 CFM �—, 425 CFM � � ; .. �� ;..; � � _. � 580 CFM _ . � (REFERENCE ONLY � i II I : � _ � 3 � E :, ::: � ,... ... . �, . i _ __ __ _ �� A24x24 � ,.. ._. � __ __. ._ �' 6 � : 200 CFM I C ;'' FOYER a ................ ..... tC.?.. 'WASH 7.50 fM r 0 € STATION 100 , 1 , , >� 112. _ FOOD �GE.Uj HP-213 HP-2A .. GE , 3 { F U � i 115. 1 I ° � t; CADD DWG. FILE NO. ........... Z) I'' .......... .. ......... ....................... .............. ........... ........... ............................. ..................... ............A w . ............................. SCALE W co 11.1 AS SHOWN M ? '�� ``\\ DRAWN BY K Y ,. LEGAL DESCRIPTION = MAIN ENTRY ~ 001A LL O H a a O _.. _....._. _...._ _...... , PROJECT PHASE zz ...._..__ .._ .. rn WGENERAL MECHANICAL NOTES: PERMIT SET W PROJECT NUMBER w 1) ALL DOORS ENTERING WATER CLOSET STALLS OR PORTICOCHERE 3 � � INDIVIDUAL SHOWERS SHALL HAVE 3/4" UNDERCUT °01 18-11- � = BELOW DOOR. ..._.__.._ -_. �, _ �.._,_.._ _ cWn a ` NEW CONSTRUCTION M J U ' W U = ATLANTIC BEACH, FLORIDA Q a -�0< o ATLANTIC BEACH Q o COUNTRY CLUB WU 70 MCVEIGH MANGUM CLUBHOUSE C) ENGINEERING • INC 9133 R.G. Skinner Parkway MECHANICAL PLAN N r0 Jacksonville, Florida. 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com En of Record: F_Yarizaeleti License No.: 40287 LO a_ 1 MECHANICAL FLOOR PLAN g- r _ SCALE: 1/8" = 1'-0" Z These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright N N protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other � elements Of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES lI .................................................................. j L_— t _ _....: _ ..._:. : co ..I 1 l co `n Cn 14 KEF 2 N co cc to 0 L0 NN MAU 3 Op � M U .Y � � o \ I (U x Q ICcLL Co 0 LL F-1 I 1 1 N LO qt \— C,r) iao N 91 1 O U (np II M y-^-- 3 CDc co EFE • I ; � V o c ' N V I KEF-4a, N I L------ -� I I I REQUIRED EQUIPMENT CLEARANCES l. .. ———— i w,...; ,..._................_, I I CONSULTANTS RTU-1 STRUCTURAL _. _. MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY i JACKSONVILLE,K ONVILLE FL 32256 ............. [ y .... ». ....... 713 : PH: 904.483.5200 MP&FP l� MCVEIGH & MANGUM .......... ----------------------------------------- .......I .......... ....... 11 I ENGINEERING, INC.II I 9133 RG SKINNER PARKWAY 4 ui JACKSONVILLE, FL 32256 PH: 904.483.5200 U 2 EN LAR GED M ECH AN I CAL R OOF� P LAN ELECTRICAL MCVEIGH & MANGUM Q M1.2 SCALE: 1/4" = 1'-0" ENGINEERING, INC. c=i 9133 RG SKINNER PARKWAY D JACKSONVILLE, FL 32256 Z PH: 904.483.5200 U U- LANDSCAPE ARCHITECT O Z EUTHENICS STUDIO z 1650 BEACH AVENUE o ATLANTIC BEACH, FL 32233 Z PH: 904.246.6219 w \ f' REVISION DATE p[ ; "TF0 _ 3_.. .. PERMIT SET 12/13/13 R a _.. O Q OWNER COMMENTS 06/18/14 z w Q ADA MODIFICATIONS 09/12/14 ZK1 2x12 = ¢ 340 CFM t m _. CK rU K403 CFM 10� 100 O U- Z ¢ ZUj_ EXERCISEROO U 154 ENGINEER'S SEAL D K12x12 o ' 340 CFM . 12x12 .............. .._.. ......... ..._10.._.. .. . �. 40 CFM W __. f LL W 2 ainunnrrAp 3 M30x18 a. 5NIAR / cc o 1600 CFM Q-••. LSC, •. , 4 7 = - 8 ''�_ o 0 cV = • wI-- L12x12 S r • 11r` »~ K12x12 TENNIS D � 320 CFM - PRO SHOP • m :::::::: ::. ::::. 310 CFM y •• :r - ........ ,.......... i �` �h .• r 1_ FOUNTAINS I- F : z _. _. _ ...._._._ 1 3 `�""" 140 RECEPTION ......'+ VESTIBULE 3.-----..._.< _. _._..� ,_. O LU 1x1 2x12 K12x12 150 K12x12 5 - u� 100 0 CFM 300 CFM ------- K1 K10x6 j ° 00 340 CFM'A CADD DVVG. FILE NO. j 0 F— "' I o :. rr CL LAUNDRY ESTROOM T H O a ,SHIOWER 10x6 15 4 M10X6 4 �<} K w X42 10� ' `7 .AFM 0 CFM 143 :..... ( q SCALE M10x6 ,�, 4� j O ✓ 1 p x LU 50 CFM 6fb 3 2` o AS SHOWN ;' K10X6 M10x6WOME Pool ;= x16 16x16 N 50 CFM ''R. T OOM LU 150 CFM O M10x6 3 m .... > M10x6 ���ry777g?! CD 50 CFM FITNESS o M1 x ,�, 2 x 50 CFM 15, T M3 18 0 CFM M K 110 CFMUC MEN'S TENNII LEGAL DESCRIPTION O 12x12 K12: A �-" 100 ftx6 x6 RES1�2 OM ._.._._._ 50 FM I �25Q CF �QQ AFM � , ,.. . Y_ CV _ » LIH_2 �„ _ ............_ M 10X STORAGE I M1 Ox �I CV ~ 5 CFI I ___.____ X RESTROOM CV x MECHANICAL KEYED PLAN NOTES: 0 009 0 C,FM 4 4 M1 Ox . Y ( UC _ M 153 N N 100 CF T ..._ 50 CFM ' 2x12 K12x12 Cv ~ HANDICAP HANDICAP ` M1$Rlf-"- __. COVERED TENNIS O 12 DIA OUTSIDE AIR DUCT FROM LOUVER IN Q RESTROOM OAU:r:l RESTROOM 3 0 CFM 300 CFM ao 5 010 �2 a _._. H.f. 142P 145A - r 6 _ DORMER, LOUVER BY GENERAL CONTRACTOR. _ 3_ f :�W PROJECT PHASE 75 CFM _ ..- r = r Z FMSD o Z 6 TH 60 v E4. 2 NC MOTORIZED DAMPER INTERLOCKED N WHENUNIT�IS PERMIT SET CONDENSING UNIT TO OPE w K1—OX — K10x6 2: FM _ ENERGIZED, DAMPER TO FAIL CLOSED. W SHOWER 5O CF f__ PROJECT NUMBER CY) m 2 2 ,53A 5 M1 -: 4 ECOHAAIC 2 3 12" DIA EXHAUST AIR DUCT TO GOOSE NECK INSIDE 18-11- .. THE CUPOLA ON ROOF. o CU-1 .'' . .. .............. v — 153AA Y... 4 4"DIA EXHAUST DUCT TRANSITIONED TO 10"x3X" J AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED c ¢ 3 ON WALL JUST BELOW CEILING. NEW CONSTRUCTION a� Lu U � HP-8 O5 6"DIA EXHAUST DUCT TRANSITIONED TO 10"x3)2" C AND ROUTE INSIDE WALL. EXHAUST GRILLE MOUNTED ij ON WALL JUST BELOW CEILING. ATLANTIC BEACH, FLORIDA c 2 O6 10" DIA OUTSIDE AIR DUCT FROM LOUVER IN a o DORMER, LOUVER BY GENERAL CONTRACTOR. ATLANTIC BEACH v Y •`-' z O7 NC MOTORIZED DAMPER INTERLOCKED WITH BLOWER COUNTRY CLUB v r' MOTOR FOR OAU-1• DAMPER TO FAIL CLOSED. 0 1 MECHANICAL FLOOR PLAN „ N Q z A MCVEIGH MANGUM OS 12 DIA OUTSIDE AIR DUCT FROM LOUVER IN GABLE, 2 Co M1.1 SCALE: 1/8 = 1 —0 LOUVER BY GENERAL CONTRACTOR. ENGINEERING • INC FITNESS C, N TER to C14 9133 R.G. Skinner Parkway MECHANIC _P N 2Jacksonville, Florida 32256 M Ph: (904)483-5200 Fax (904)636-6770 CA 6330 email:mail@McVeighMangum.com OEng.of Record: F_Yarizadati License No.: 40287 "*.e n U •> S - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright M1 02 � protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other �CY) elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 i I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES HANGER STRAPS: 1"x 22 GAUGE, WIRE SUPPORTS TO SUPPORTED FROM STRUCTURE ABOVE, PREVENT SAGS AND HANGER STRAPS -�STRAP OR ANGLE ROD--�- (3} SHEET METAL SCREWS BELOW. KINKS IN FLEX 60" MAX. UNLESS FOOT ( RECTANGULAR OR HANGER STRAPS: 1"x 22 GAUGE, OF STRAP IS ( FLAT OVAL DUCT SUPPORTED FROM STRUCTURE ABOVE, RMM®SEUEF-SEAL PLACED UNDER (3) SHEET METAL SCREWS BELOW. FLEXIBLE DUCT: A BOTTOM ( INSULATED, MAXIMUM 8'-0" D=EMILML TO FLEXIBLE DUCT: DUCT ROUND SELF-SEALI 3 DO NOT SAG OR KINK FIBERGLASS SININt ;W�Pf�tlrP VNITH , REINFORCEMENT ( ROUND SEL Ski-TO DUCTBOARD 2"CM=IMf�W1AA-WN; INSULATED, MAXIMUM 8-0 Q DUCT DUC ;WRAP TH WIRE SUPPORTS TO SUPPLY DUCT SELL INSUILIA11M IAIIM DO NOT SAG OR KINK FIBERGLASS M FIBERGLASS SPIROSAFE 'V' fV'iVT�kILATlO PREVENT SAGS AND (�IAPf FABRIC VMAS71C SUPPLY DUCT 2"DUCT IN,41E TOW- LATION H KINKS IN FLEX - - N N O 1 MIN. SEAL INSUL�►P='FA13 RIC/MA C `� N GLASS FABRIC/MASTIC SIZES SHOWN GALVANIZED SHOP co ARE NET INSIDE TAPE AND MASTIC o FABRICATED INSULATED SCREWS OUTER JACKET rn -o C FREE AREA PLENUM N SIZES SHOWN DIMENSIONS (TYPICAL) - FL CO - ARE NET INSIDE TAPE AND MASTIC - - > �'? c No SIZE BOLT(S) OUTER JACKET o +- M FOR LOAD FREE AREA I (TYPICAL) / M o DIMENSIONS rn 0 OAD RATED STRAP < x FASTENER BAND CLAMP AND ' O Oji MINIMUM RADIUS EQUAL TO THREE SHEET METAL THE FLEX DUCT DIAMETER SCREWS THROUGH HELIX OF FLEXIBLE %'t,J V � � a� 00 C DUCT LINER (TYPICAL) _ u? a� r' MAXIMUM VERTICAL t~-�-i a� N 5 N DUCT RUN CSL S�N�-IN FHIITTT�IG CD CONICAL SPIN N FITTING c� � U O U) I/ �l l� WWH VMIU�HE®9t#JIflRR L CEILING BAND CLAMP AND THREE SHEET h-�� CU o ROD SPIN-IN FITTING OL M DAMPER EQUAL 7z LINEAR DIFFUSER M.I'i L 0 do) N PRODUCTS TO CROWW4 tD�'$S METAL SCREWS THROUGH HELIX OF 8 4i VOLUME DAMP�I� 3200-DS (SEE SPECS LSO-M((SEE SCS FLEXIBLE DUCT LINER (TYPICAL) a � a TO 24" DIA. MAX. MODEL°WN PR624 OR f 07ffIffRRt ) THER OPTIONS) v O �/ :Z O s '( 04 ~ ro SECURE N WIRE DUCT FABRICATION NOTES: 3 LINEAR DIFFUSER RUN OUT DETAIL N 36" DIA. MAX. 1. DUCTS SHALL BE FABRICATED & INSTALLED PER THE LATEST EDITION OF SMACNAM2.1 NTS DUCT CONSTRUCTION STANDARDS. BAND OF SAME SIZE 2. ALTERNATE INTERPRETATIONS OF SMACNA DUCT MATERIAL, HANGERS AND REINFORCEMENTS ARE AS HANGER STRAP I SUBJECT TO ENGINEER APPROVAL, AND REQUIRE SEPARATE SUBMITTAL OF THE ALTERNATES. 10 DIA. MAX. 3. FLEXIBLE DUCT CONNECTORS SHALL BE PROVIDED WHERE SHOWN ON THE PLAN. 4. SUPPLY AIR DROPS FROM ROOFTOP UNITS SHALL TRANSITION FROM THE UNIT OPENING SIZE TO MITERED ELBOWS, WITH SIZES AS SHOWN ON THE PLAN. IF TWO SUPPLY AIR DUCT RUNS ARE AT THE UNIT, THEN TWO SEPARATE DROPS & ELBOWS SHALL BE PROVIDED. HANGER RODS, 5. RETURN AIR DROPS FROM THE ROOFTOP UNITS SHALL E FULL SIZE OF THE UNIT OPENING. �-- WIRES OR STRAPS ALTERNATE 6. OFFSETS SHALL NOT REDUCE THE FREE AREA, AND SH ALL NOT EXCEED 30°. A RADIUS HEEL NUTS ANGLES LOCATION HEEL SHALL BE PROVIDED ON 30° OFFSETS. SMALLER OFFSETS SHALL BE MITERED AT BOTH FLEXIBLE DUCT THE HEEL & THROAT. 7. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED 11 j TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). CONSULTANTS GENERAL NOTES: 8. INSULATION SHALL BE NFPA 90 APPROVED, WITH MINIMUM R-VALUE OF 6.0. WRAP INSULATION SHALL BE 2" THICK (MINIMUM R-6) WITH ALUMINUM FOIL FACING. STRUCTURAL 1. DETAILS BASED ON SMACNA 1995, FIG. 4-4. 9. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45° ENTRY TYPE PER SMACNA FIGURE 2-6.V MCVEIGH & MANGUM 10. ROUND DUCT CONNECTIONS SHALL BE WITH "CROWN PRODUCTS COMPANY" 624 OR 624-FL FITTINGS, ENGINEERING, INC. 2. DUCT REINFORCEMENT MAY BE USED FOR ATTACHMENT DAMPER AND HANDLE. SPRAY PAINT LOCATIONS OF HANDLES. IF IT QUALIFIES FOR BOTH DUTIES. 11. FLEXIBLE DUCT SHALL INCLUDE AN INNER POLYETHYLENE LINER, A SPRING HELIX, 1-1/4" BLANKET ROUND BUTTERFLY DAMPER- 9133 RG SKINNER PARKWAY JACKSONVILLE FL 32256 INSULATION (R-6.0), A FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED. SINGLE BLADE - 90° OPEN/ PH: 904.483.5200 3. DO NOT EXCEED SMACNA, CH. 4, ALLOWABLE LOAD 12. ALL TAPE SHALL BE SMACNA APPROVED. CLOSE OPERATION BAND, ONE-HALF ROUND, LIMITS. 13. SEAL ALL SUPPLY, RETURN & OUTSIDE AIR DUCT JOINS WITH DUCT SEALER; SEAL ALL MAY BE USED IF DUCT INSULATION JOISTS WITH GLASS FABRIC AND MASTIC. MP&FP SHAPE IS MAINTAINED. 4. HANGERS MUST NOT DEFORM DUCT SHAPE. MCVEIGH & MANGUM I ENGINEERING, INC. wCEILING DIFFUSER JACKSONVILLE FL 32256 L DAMPER INSTALLED UP � GRILLE 9133 RG SKINNER PARKWAY TO 30' FROM CONTROL PH: 904.483.5200 CONCEALED DUCTWORK INSTALLATION DETAIL 90 .483 00 DUCTWORK SUPPORT DETAILK*02o 0 M2.1 NTS RACK & PINION OPERATOR o v o ELECTRICAL • NTS CONVERTS ROTARY MOTION o MCVEIGH & MANGUM Q OF SHAFT TO PUSH/ PULL ENGINEERING, INC. MOTION OF WIRE. o 9133 RG SKINNER PARKWAY O o 0 YJACKSONVILLE, FL 32256 o ° PH: 904.483.5200 o U 0 3' DIAMETER PLATED LANDSCAPE ARCHITECT wW1 COVER ON CEILING. DIE CAST MOUNTING CUP �, AIR BRANCH DUCT REMOVE TO ADJUST EUTHENICS STUDIO ( 1650 BEACH AVENUE o FLOW 3 DAMPER.) ° CEILING UNE ATLANTIC BEACH, FL 32233 Z Q o PH: 904.246.6219 TURNING VANES (TYPICAL) CONTROL DAMPER SOCKET WRENCH USED TO THROAT SIZE AS INDICATED ENGAGE OPERATOR SHAFT 0 45? REVISION DATE a ON PLANS. 4 x DUCT WIDTH FOR DAMPER ADJUSTMENT. PERMIT SET 12/13/13 j o BRANCH § MAIN DUCT DUCT (1 FOOT MINIMUM) a1/3" W, 5" MIN. g PROVIDE VOLUME DAMPER VOLUME CONTROL DAMPER WHEN BRANCH DUCT END BEARING Q HANDLES MULTIPLE K6 IN HARD CEILINGS WZNO ACCESS >_ AIR OUTLETS AIR w FLOW M2.1 NTS o BRANCH DUCT o o FROM SINGLE INLET a _j U_ Z Q z BRANCH 4 x DUCT WIDTH w W DUCT (1 FOOT MINIMUM) Q Z OPPOSED BLADE ENGINEER'S SEAL CONTROL DAMPER NTH 2 3/8" LOCKING QUADRANT 3 ° N „ : AND END BEARING. ¢ o HANGER SUPPORTS: 1 X 22 GA, w U_ DO NOT SUPPORT FROM CEILING. 1. NOT PERMITTED AT END OF DUCT. SINGLE OR DOUBLE ELBOWS REQUIRED. BRANCH DUCT W2 �� o INTEGRAL BACKDRAFT DAMPER YgR ,%y �0��Vo Z 0 o --� �•'�• -�CENS••': w RECTANGULAR RETURN 90 LONG SWEEP . F RECT. SUPPLY DUCT TEE ELBOW k °•4028 :� = 4 EXHAUST DUCT TAP_ FAN URNIN VANES =.. AT w M2.1 NTS 5 WALL CAP WITH D BACKDRAFT DAMPER �' •.• ��•� F <c. NTS � � ►, VARIABLE SPEED CONTROLLER 0 4 0 RIGID METAL 4"0 RIGID METAL DRYER MARK NTH THE 'AS BALANCED o DRYER VENT PIPE VENT BETWEEN FLOOR POSITION' (DIRECT DRIVE UNITS) CADD DWG. FILE NO. o FACTORY ASSEMBLED HINGED HOOD IN WALL DRYER VENT TRUSSES TO CAP ON FIRE CAULK w ATTACH TO DECK ABOVE PENETRATION OF DOUBLE EXTERIOR WALL. w W/ LATCH & BIRD SCREEN TOP PLATE I DISCONNECT SWITCH: FURNISHED BY MECHANICAL CONTRACTOR OR SCALE v FILTER WHERE GALVANI ZED, INSULATED FAN MANUFACTURER AS SHOWN FULLY THREADED ROD ( PREFAB CURB WITH w FLEX CONN, TYP INTERNAL OR APPLICABLE) BUILT-I CANT - >_ SIDE MOUNT FAN MOUNTING 1. DRYER VENTS SHALL BE CEILING DRAWN BY < TRANSITION, TYP MOTOR BRACKET MINIMUM 30-GAGE GALV. MK Y STEEL OR 26-GAGE ALUM. AND SHALL BE INSTALLED LEGAL DESCRIPTION E IN STRICT ACCORDANCE = WOOD NAILING STRIP SEE NOTE 1 WITH THE DRYER MANUF. CEILING MOUNTED U_ 4" FLEXIBLE METAL INSTRUCTIONS. o FLASHING DRYER VENT 2. SEE DOMESTIC CLOTHES DRYER Q2 FEET LONG 10 FAN DETAIL (MAX.( ) DUCT CRITERIA NOTES ON LEGEND z RESIDENTIAL z SEE NOTE 2 SHEET FOR ADDITIONAL DETAILS C3 CLOTHES AND REQUIREMENTS. M2.1 NTS PROJECT PHASE o N = DRYER > GROUNDING STRAP INSULATION •- PERMIT SET w U) ACROSS FLEX, TYP MAXIMIZE SPACE BETWEEN INLINE EXHAUST FAN PROJECT NU MBER w FAN AND CEILING � _�- 18-11- SEE NOTE 2 � 1 1 Q ROOF DECK 9 D RYER VENT DETAIL NEW CONSTRUCTION P.T. BLOCKING TRANSITION DUCT TO FU M2.1 SCALE: N.T.S. AS REQUIRED SIZE OF DAMPER SUPPLIED 3 � 7 INLINE FAN MOUNTING DETAIL WITH HOOD -DUCT WHERE M2.1 NTS ATLANTIC BEACH, FLORIDA � NOTES APPLICABLE M 1. SECURE CURB CAP TO WOOD NAILING STRIP WITH 1/4' S.S. LAG BOLTS NOT OVER 12' ON CENTER. ATLANTIC BEACH � Y L 0 2. SECURE ROOF CURB, DUCTWORK AND DAMPER TO ROOF WITH EXPANSION BOLTS (CONCRETE ROOF) OR RUST COUNTRY CLUB RESISTANT BOLTS (METAL DECK AND BAR JOIST ROOF). � o Q 3. SIZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB SUPPLIED WITH ROOF VENTILATOR. MCVEIGH MANGUM M ECH ANJ QAL C14 C) o ENGINEERING - INC N M = 9133 R.G. Skinner Parkway O D ETA Jacksonville, Florida 32256 O k,,3 ROOF MOUNTED OUTSIDE IR INTAKE rn.c Ph: (904)483-5200 Fax: (904)636-67 C O a $ A 6330 email:mail@McVeighMangu .com Eng.of Record: F_Yarizad eh License No.: 40287 ° M2.1 NTS ` M These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightM201 t.. M protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other Nelements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES SUPPLY DUCT CONDENSATE DRAIN , SEE DETAIL OUTSIDE AIR RADIUSED ELBOW OUTSIDE AIR INTAKE DUCT — HOOD WITH WASHABLE WITHOUT VANES FILTERS OD DUCT SMOKE DETECTOR II I I II OPPOSED-BLADE I I — — — (WHERE SUPPLY AIRFLOW � �/ SINGLE POINT ELECTRICAL EXCEEDS 2000 CFM) � I I I /� I I I POWER ENTRY IN BOTTOM VOLUME DAMPER I I OF UNIT. W o _ _ II I I II CD NOTE: FLEXIBLE DUCT FACTORY INSTALLED 120 VOLT \ �j N rn DUCT SMOKE DETECTOR SHALL I I 120-VOLT CONVENIENCE OUTLET II I I M N Ly CONNECTOR NOTE:I I ( I I I EXTERIOR o M BE WIRED TO SHUT DOWN UNIT DUCT SMOKE DETECTOR SHALL �_ UPON DETECTION OF SMOKE I I FACTORY-INSTALLED oo BE WIRED TO SHUT DOWN UNIT L `�' ' o AND SHALL BE CONNECTED TO f-- REFRIGERANT PIPING TO NON-FUSED DISCONNECT SWITCH �-� — I �� UPON DETECTION OF SMOKE CONDENSING UNIT WALL o 00 THE BUILDING FIRE ALARM I I BE SIZED IN ACCORDANCE "H" \ NL.L CO AND SHALL BE CONNECTED TO D FAN WITH MANUFACTURER'S ;.. __ µ-...� `\� ' � M �i CNi SYSTEM. Z SECTION P W THE BUILDING FIRE ALARM INSTRUCTIONS; SUCTION LAN VIE SYSTEM. :; . t o M LINE TO BE INSULATED = SEAL N CM NOTE: I I W/ 3/4" RUBBER PIPE ; WATERTIGHT � :; �'°O' DUCT SMOKE DETECTORS SHALL � FINISHED , x Q INSULATION EQUAL TO 6 MIN. OR AS \ \ WALL ` �' " '� ' `� BE WIRED TO SHUT DOWN UNIT "ARMAFLEX". DUCT SMOKE DETECTORS SHALL « `�\ , �\ �� v) U_ UPON DETECTION OF SMOKE BE WIRED TO SHUT DOWN UNIT OTHERWISE NOTED AND SHALL BE CONNECTED TO I I COIL FILTER ACCESS UPON DETECTION OF SMOKE N A REMOTE AUDIBLE VISUAL SECTION O AND SHALL BE CONNECTED TO ; FLOOR � `�% o ANNUNCIATOR PANEL LOCATED I I O A REMOTE AUDIBLE VISUAL GRADE rn � co IN A READILY VISIBLE m m INTERNALLY LINED SHEET ANNUNCIATOR PANEL LOCATED ~ °' c�i N 0 LOCATION; COORD. PANEL METAL BASE PLENUM IN A READILY VISIBLE ` U) CPco ...:: ..... xt LOCATION; COORD. PANEL rn LOCATION W/ OWNERS REP . . . 1 FACTORY CURB O o \ I&Xt SEE DETAIL LOCATION W OWNERS REP ` \ ` ` °' > CONDENSATE DRAIN LINE / _ a co W/ 6" DEEP P—TRAP FULL U U tT3 0 TERMINATE R A DUCT SIZE OF UNIT CONNECTION « / 4 INK. CONC. PAD ROUTE REFRIGERANT _._. .... A....._._.___..._..._. O INTO TOP OF PLENUM TO FLOOR DRAIN LINES BELOW GRADE _ s INSIDE PVC CONDUIT 3/8"0 x 3" LARGE � N U N 00 DUCT SMOKE LASCREW WITH CAULK : ;, ;, `r DETECTOR (TYP OF 4) FOOTING -...:._.......:..... ...�..........__.._... ._._._._ rn RETURN AIR SUPPLY AIR SIDE VIEW r�3�N CONDENSING UNIT DETAIL— ri"'N VERTICAL AIR HANDLING UNIT DETAILtoo"'2� ROOFT()P UNIT DETAIL M2.2 NTS M2.2 NTS M2.2 NTS i i i I i NOTES: 1/2" THREADED RODS UP TO CONSULTANTS / STRUCTURE ABOVE (TYP. OF 4 STRUCTURAL 1. BANDING MATERIAL, 3/4" WIDE, MINIMUM 0.015" THICK, CARBON i STEEL FOR CONSTRUCTION REQUIREMENTS OF ZERO CLEARANCE TO COMBUSTIBLES OR 1 HR. RATINGS. STAINLESS STEEL BANDING IS MCVEIGH & MANGUM USED FOR 2 HR. REQUIREMENTS. SPRING-TYPE VIBRATION ENGINEERING, INC. 2. 3M FlREMASTER DUCT WRAP, 1-1/2" THICK, 24" OR 48" WIDE, ISOLATOR (TYP. OF 4) � 9133 RG SKINNER PARKWAY 300 STANDARD LENGTH (2 LAYERS) 8 LBS PER CUBIC FT TO BE DO NOT BLOCK ACCESS JACKSONVILLE, FL 32256 UTILIZED. FLEXIBLE DUCT CONNECTOR TO CIRCUIT BREAKER 3. HOLD INTERIOR WRAP OF INSULATION USING 1" WIDE FILAMENT (TYPICAL AT BOTH ENDS) FILTER OR CONTROL PANEL PH: 904.483.5200 TAPE (NO. 898) MANUFACTURED BY 3M COMPANY. ACCESS 4. SEAL CUT EDGES OF BLANKET WI1H ALUMINUM FOIL TAPE. MP&FP ° MCVEIGH & MANGUM RETURN DUCT -,, F� SUPPLY DUCT ENGINEERING, INC. -J SFCTION —77 r w \ ````� ``\``\`�+ ``l ` COIL / 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 LEGEND ° a ° C�CfiON 1 DUCT ``� ``+ ��l PH: 904.483.5200 w ,. . 1CONDENSATE DRAIN LINE ► -� FLOAT SWITCH WIRED TO SHUT _ 2 3" MINIMUM PERIMETER OVERLAP � �` 1�l W 6" DEEP P-TRAP FULL ELECTRICAL 1 3 3 PERIMETER OVERLAP +� >> > / DOWN UNIT UPON ACTIVATION 6 « +,. >> SIZE OF UNIT CONNECTION BY WATER IN AUXILIARY PAN MCVEIGH & MANGUM 4 3 LONGITUDINAL OVERLAP _ TO DRYWELL ENGINEERING, INC. 0 5 FILAMENT TAPE & BANDING 9133 RG SKINNER PARKWAY 6 2 LAYERS FlREMASTER DUCTWRAP® 1 THICK NEOPRENE PAD JACKSONVILLE, FL 32256 0 4 STEEL CHANNEL (TYPICAL OF 4) PH: 904.483.5200 � INSTALLATION: TYPICAL OF 2 � 0 1 AUXILIARY DRAIN PAN UNDER LANDSCAPE ARCHITECT z FOR DETAILED INSTALLATION FULL WIDTH & LENGTH OF UNIT w FLOOR VIEW 6 & INSTRUCTIONS, REFER TO EUTHENICS STUDIO Cf) FIREMASTERS DUCT WRAP 1650 BEACH AVENUE Z INSTALLATION GUIDE. ATLANTIC BEACH, FL 32233 0 5 w \��N` 0 PH: 904.246.6219 \N`� ��� INSTALLATION: \\\ �` \\\`\ �`� 111 o REVISION DATE 0 FOR 1111 2 7 HORIZONTAL AIR HANDLING UNIT DETAIL PERMIT SET 12/13/13 � AILED INSTALLATION \ ��� ` ��. 1 11 0 W & INSTRUCTIONS, REFER TO 4 \,O \.� 111 0 o FlREMASTERS DUCT WRAP �.` \���.�` 11\1 3 �.2 NTS U) INSTALLA11ON GUIDE. � \ `\\��N�`� 1111/111/ 4 � « o 0 0 1 OWNER COMMENTS 02/19/14 w5 NNN\��\`\�� \�% ` 1111/11/1 5 0 0 Z `�N N``\\\\\ 111 1 0 0 0 8 \\\ \\\ 1111111 0 0 0 0 M 4 O \`���`�� \���` 1 111 o 3 1 LEGEND \\ �.�` \����``� 111 1 1 1 DOOR HOLE o ® o s z ` �. �` 1111 2 ACCESS FRAME WELDED TO DUCT a 1 11 3 1/4" DIA. ALL THREAD RODS 1 Z 1 0 U LU 11111 111 4 ACCESS COVER; 16 GA. I 11111 5 INSULATION PINS; WELDED FRONT VIEW ENGINEER'S SEAL Z 6 1 FIREMASTER® DUCT MAP 1 1 7 1 FIREMASTER® DUCTWRAP 1' OVERLAP 1 O 8 1 FIREMASTER® DUCTWRAP 1" OVERLAP LU 9 ' SPEED CUPS 10: ALUMINUM TAPE EDGES 11 SPOOL PIECES FOR THREADED RODS 0 w ��gntNaq�p�i 12 1/4" DIA. WING NUTS \A,D Yiq g KITCHEN HOOD EXHAUST = 0 0 NO.4O :___ ar05 l co DUCT FIRE RATING DIAGRAM- W6 KITCHEN HOOD EXHAOST DUCT ACCESS DOOR DETAIL j M2.2 NOT TO SCALE �t �Q M2.2 NOT TO SCALE 0 �11INI� 0 w D CADD DWG. FILE NO. 0 O a WALL FOR MOUNTING FACTORY MOUNTING o BRACKET SCALE cwn AS SHOWN D �----- w I 0° I UNIT HEATER SET DRAWN BY I THROW AS SHOWN M K ON PLAN Of O LEGAL DESCRIPTION ADJUSTABLE DISCHARGE U_ LOUVERS a a z I 0 MOUNTING HEIGHT PROJECT PHASE w I TO BE 12'-0" A.F.F. � DISCONNECT � � SWITCH PERMIT T w �� PROJECT NUMBER U) LU L--j LINE-VOLTAGE THERMOSTAT 18-11- MOUNTED AT 5'-6" ABOVE FINISHED FLOOR J o Q NEW CONSTRUCTION U o, w 3 ~ ATLANTIC BEACH, FLORIDA Q 8 ELECTRIC UNIT HEATER D D M2.2 NTS ATLANTIC BEACH 0 U Y COUNTRY CLUB � U N a MCVEIGH MANGUM IV, M ECH �j L o ENGINEERING • INC ,y y� f- 913 3 R.G. Skinner Parkway = Jacksonville, Florida 32256 D E T Af�"L- 0 rt PO (� w_. Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McveighMangum.com MOa Eng.of Record: F_Yarizadelz License No.: 40287 U ," These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright rn protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other M202 04 elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 1 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES LIGHTING FIXTURE SCHEDULE LAMP DATA BALLAST DATA FIXTURE ELECTRICAL SYMBOL LEGEND GENERAL ELECTRICAL NOTES MARK MANUFACTURER CATALOG NUMBER N0. TYPE VOLTS N0. I TYPE WAMOUNTING DESCRIPTION LO A HALO H750T-ML5612827-692W 1 LED 120 -- -- 11 RECESSED NOM. 6" APERTURE DOWNLIGHT, WHITE REFL N N 1200 Lm LED, TRIAC DIMMING (DAMP LISTED) C M WIRING SYSTEM CONCEALED IN WALL OR CEILING. DASHED LINES INDICATE WIRING RUN BELOW SLA GRADE. 1• ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL NOM. 6" APERTURE DOWNLIGHT, WHEAT REFL ;v o CU ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. LEDP60-2000-30K o o •c o AS WILLIAMS WT-SCA-EDD120AD 1 LED 120 -- -- 30 RECESSED 2000 Lm, 3000•K LED, 0-10V DIMMING (REQ, LL WIRING SYSTEM TO BE RUN EXPOSED. DASHED LINES INDICATE WIRING RUN BELOW SLAB/GRADE. LV 2C WIRE) SLOPED CEILING (VERIFY ANGLE) o LL:CO 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITERS _ N BRANCH CIRCUIT HOMERUN TO PANEL. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. THREE LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. AS10 SPECTRUM SGE6LEDOS-11 W-27K 1 LED 120 -- -- 11 RECESSED SIMIILAR TO TYPE A WITH SLOPED CEILING c 4 c o DS101-WE-SCA ADAPTER o o -n `o CIRCUITS OF ALTERNATING PHASES MAY BE COMBINED IN ONE CONDUIT, HOWEVER THEY SHALL EITH R BE co M o EQUIPPED WITH DEDICATED NEUTRALS, COMMON TRIP CIRCUIT BREAKERS, OR HANDLE-TIES ON THEI 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL 2x4, 2-LAMP INDIRECT-DIRECT, PERF BASKET CONTRACTOR. B WILLIAMS DIG-S24-232-WPP-EB2 2 F32T8 120 1 ELECTRONIC 58 RECESSED � x Q i BREAKERS. FLUORESCENT TROFFER yprca x x \ °�i�k:jJ a LL r"). Cc 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE C WILLIAMS 17-4-232-A 2 F32T8 120 1 ELECTRONIC 58 SURFACE NOM. 1'x4', 2-LAMP FLUORESCENT PRISMATIC k3 t o Q CEILING MOUNTED JUNCTION BOX ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. WRAP AROUND ` '., >, g` c� i( J I fi.'4 3 W J DINING CHANDELIER TO BE SELECTED BY OWNER WALL MOUNTED JUNCTION BOX C1 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT oo �? ` ,' = 0 0LO 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE N INTERIOR I - 0) °' co $ SINGLE POLE SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. DAY THE PROJECT IS ACCEPTED BY THE OWNER. AND TE OR DES GNER I� C2 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT LOGGIA & VESIBULE CHANDELIER TO BE L M U) Iq 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND SELECTED BY OWNER AND INTERIOR DESIGNER U 0 o $3 3-WAY SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. OTHER EQUIPMENT AS REQUIRED. rn FOYER CHANDELIER TO BE SELECTED BY OWNER Ca hi C3 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT AND INTERIOR DESIGNER a. �; a =0 DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, +18 A.F.F. TO CENTER. FOR SINGLE 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250UL, O � RECEPTACLE ON A CIRCUIT, USE A 20A RECEPTACLE. OF THE NEC, AND AS SHOWN ON THE DRAWINGS. GFI INDICATES GROUND FAULT PROTECTION C4 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT PRO SHOP CHANDELIER TO BE SELECTED BY � � -`v "AFI" -INDICATES ARC FAULT PROTECTION OWNER AND INTERIOR DESIGNER �O �! 8. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE N c WP INDICATES WEATHERPROOF RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. C5 TBD TBD TBD TBD TBD TBD TBD 300 PENDANT WAITING/RECEPTION CHANDELIER TO BE N "EX" INDICATES EXISTING TO BE REUSED SELECTED BY OWNER AND INTERIOR DESIGNER co N SHADING INDICATES DEVICE TO BE MOUNTED 6" ABOVE COUNTER TOP BACKSPLASH TO CENTS U.O.N. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. C6 TBD TBD TBD TBD TBD TBD TBD 20 PENDANT OVER BAR PENDANTS TO BE SELECTED BY EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC I OWNER AND INTERIOR DESIGNER OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. '. C7 TBD TBD TBD TBD TBD TBD TBD 60 PENDANT WOMEN'S RR CHANDELIER TO BE SELECTED BY =0 DOUBLE DUPLEX (QUAD) RECEPTACLE BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTIUZE TYPE MC FLEXIBLE METAL CABLE. SUPPORT OWNER AND INTERIOR DESIGNER j WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. C8 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT EXTERIOR PROTECOCHERE CHANDELIER TO BE g HEAVY DUTY DISCONNECT SWITCH SELECTED BY OWNER AND INTERIOR DESIGNER ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR D WILLIAMS LPT-24-332-S-A12125 3 F32T8 120 1 ELECTRONIC 88 RECESSED 2'x4', 3-LAMP FLUORESCENT PRISMATIC LENS, 4 MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR PERPENDICULAR TO BUILDING LINES. A TE -EB3-U AS D N 0 NUMERAL INDICATE HORSEPOWER - - 10. BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE D2 WILLIAMS LPT-24-232-S-A12125 2 F32T8 120 1 ELECTRONIC 58 RECESSED 2'x4', 2-LAMP FLUORESCENT PRISMATIC LENS, PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS. SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL 2 E83-UNV LAPIN TROFFER BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. WHITE HO G LED COMBO RED LETTER EXIT 4' FLUORESCENT STRIP FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. Q . E BEGHELLI BRZ-LR-A-W X LED 120 -- -- -- UNIVERSAL AND EMERGENCY EGRESS LT. 90 MINUTE BATT. FEEDERS RATED GREATER THAN 150 AMPERES MAY UTILIZE 75 C COMPACT ALUMINUM CONDUCTORS OF EQUIVALENT AMPACITY, TYPE XHHW OR XHHW-2 INSULATION, EQUIVALENT TO ALCAN SERIES 8000 Em BEGHELLI PEH-1 2 LED 120 -- -- -- WALL WHITE THERMOPLASTIC, TWO LED HEAD EMERG CONSULTANTS 2' X 4' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. EGRESS LIGHT, 90 MINUTE BATTERY STRUCTURAL F COLOR KINETICS 350-000012-02 1 LED 120 -- -- 15 SURFACE 4 FT 3000' LED STRIP FOR LIGHTING DORMERS 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. (COORD DRIVERS) 0-10V DIMMING. COORD WITH GC FOR MTG MCVEIGH & MANGUM ATOP MOULDING TO HIDE FROM VIEW ENGINEERING, INC. 12. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. PRECELAIN SOCKET WITH WIRE GUARD 9133 RG SKINNER PARKWAY 2' X 2' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. G LEVITON KEYLESS SOCKET 1 40W A10 120 -- -- 40 SURFACE -- JACKSONVILLE, FL 3225fi 13. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF PH: 904.483.5200 LOAD BEING SERVED FOR ALL CIRCUITS. H WILLIAMS 36" FLUOR VANITY 2 F25T8 120 1 ELECTRONIC 50 SURFACE PRISMATIC WALL BRACKET (KITCHEN RR) SURFACE MOUNTED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. MP&FP 14. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK 1531 RLED-FG-6ARC45T5 ' ® RECESSED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. LETTERS ON WHITE BACKGROUND. LP1 STERNBERG 3314-T5.4-DB-DBT 84 4500• 120 -- -- 95 POLE OMEGA LED, TYPE V DIST, DECOR ARM, 14MCVEIGH & MANGUM 4 LED DIRECT BURY POLE (PARKING), DARK BRONZE ENGINEERING, INC. WALL MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. 15. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK-1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 FFL ARM 9133 RG SKINNER PARKWAY Uj AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS, UNLESS NOTED OTHERWISE. LP2 STERNBERG 1531 PLED-FG-6ARC45T2 84 4500' 120 -- -- 95 POLE OMEGA LED, TYPE II DIST, 20' DIRECT BURY JACKSONVILLE, FL 32256 TRACK LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. 3320-T5.4-DB-DBT LED POLE (ROADWAY) DARK BRONZE PH: 904.483.5200 W 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH FFL ARM LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE STERNBERG 1521RLED-FG-4ARC45T5 56 4500' 120 -- -- 65 POLE OMEGA LED, TYPE V DIST, 12" DIRECT BURY ELECTRICAL Q COMBINATION L.E.D. EXIT/EMERGENCY EGRESS LIGHT, SHADING INDICATES ILLUMINATED FACE, ARROWREQUIRED. LP3 3312-T5.4-DB-DBT LED POLE (POOL AREA) DARK BRONZE MCVEIGH & MANGUM a INDICATE CHEVRONS. SEE FIXTURE SCHEDULE FOR DETAILS (TYPE E) FFL ARM X 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION ENGINEERING, INC. o Uv EMERGENCY EGRESS LIGHT. SEE FIXTURE SCHEDULE FOR DETAILS (TYPE 'Em') POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. LP4 GARDCO DF12-NSP-40OPSMH 1 40OW PSMH 208 1 PULSE START 455 POLE 400W METAL HALIDE NARROW SPOT ON 20' 9133 RG SKINNER PARKWAY POLE JACKSONVILLE, FL 32256 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL DF12-NSP-400PSMH 1 400W PSMH 208 400W + 750W METAL HALIDE NARROW SPOTS PH: 904.483.5200 o TELEPHONE OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 3/4" CONDUIT LP5 GARDCO 2 PULSE START 1355 POLE • 0 STUBBED OUT ABOVE ACCESSIBLE CEILING. "W` NDICATES 60 AFF MOUNTING. (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. DF12-NSP-75OPSMH 1 750W PSMH 208 BULL HORN, ON 20 ANCHOR BASE POLE U_ DF12-NSP-40OPSMH 1 40OW PSMH 208 40OW NARROW SPOT + 750W MED FLOOD METAL LANDSCAPE ARCHITECT z d COMPUTER OUTLET, SAME HEIGHT AS ADJACENRECEPTACLE, WITH 3/4 CONDUIT 19. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM LP6 GARDCO DF12-MFL-750PSMH 1 750W PSMH 208 2 PULSE START 1355 POLE HALIDE, BULL HORN, ON 20' ANCHOR BASE POLE EUTHENICS STUDIO W STUBBED OUT ABOVE ACCESSIBLE CEILING. "W" NDICATES 60 AFF MOUNTING. FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). coo LP7 GARDCO (2) DF12-NSP-40OPSMH 2 40OW PSMH 208 2 PULSE START 910 POLE (2) 400W METAL HALIDE NARROW SPOT, BULL 1650 BEACH AVENUE U COMBINATION TEL/DATA OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE HORN ON 20' ANCHOR BASE POLE ATLANTIC BEACH, FL 32233 w Q 1" CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING. STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE4' 2-LAMP FLUORESCENT STRIP LIGHT PH: 904.246.6219 THAT THIS SMOKE STOPPING IS ACCOMPLISHED. S WILLIAMS 76_4-232-EB2 2 F32T8 120 1 ELECTRONIC 58 SURFACE © FIRE ALARM PULL STATION 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE-RESISTIVE WALL, FLOOR, OR PARTITION FORDECORATIVE WALL SCONCE TO BE SELECTED BY REVISION DATE W1 TBD TBD TBD TBD TBD TBD TBD 40 WALL H CEILING MOUNTED HEAT DETECTOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL OWNER AND INTERIOR DESIGNER - LOCKER TOIL a ❑ COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE / PERMIT SET 12/13/13 s STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE W2 TBD TBD TBD TBD TBD TBD TBD 40 yyqu, DECORATIVE WALL SCONCE TO BE SELECTED BY � ❑ CEILING MOUNTED SMOKE DETECTOR MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH OWNER AND INTERIOR DESIGNER - FOYER 1 PERMIT REVIEW 01/24/14 C a 0 DUCT MOUNTED SMOKE DETECTOR AS THE FOLLOWING: W3 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY UP TO 1" PENETRATIONS OF 1, 2, 3 & 4 HOUR GYPSUM WALLS - U.L#WL1001 OWNER AND INTERIOR DESIGNER - MAIN DINING 2 OWNER COMMENTS 02/19/14 z ❑o AUDIBLE/VISUAL ALARM DEVICE UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - U.L.#WNL1001 } UP TO 4" PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CAJ1009 W4 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY m ❑� VISUAL ONLY ALARM DEVICE UP TO 4 PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CBJ1020 OWNER AND INTERIOR DESIGNER - DINING NOOKS W5 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE OWNER AND INTERIOR DESIGNER - GRILL BOOTH o GREATER THAN 16 SQUARE INCHES SHALL BE PROTECTED AS REQ'D BY U.L. COORDINATE CLOSELY WITH >_ THE GENERAL CONTRACTOR TO INSURE THAT THE INTEGRITY OF THE U.L. RATING IS MAINTAINED. W6 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY Q OWNER AND INTERIOR DESIGNER - EXTERIOR LG Z ELECTRICAL ABBREVIATIONS 23. UNLESS SPECIFICALLY NOTED AS DEDICATED, HOMERUNS MAY BE COMBINED AS MULTI-WIRE BRANCH c W7 TBD TBD TBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY CIRCUITS. UNLESS OTHERWISE INDICATED, HOMERUN RACEWAYS SHALL NOT SERVE MORE THAN 3 CIRCUITS. OWNER AND INTERIOR DESIGNER - EXTEROR SM a A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A A AMPERE HT HEIGHT ENGINEERS SEAL COMMON NEUTRAL (PROVIDE CIRCUIT BREAKER HANDLE TIES.) AT CONTRACTORS OPTION, SEPARATE W8 STERNBERG 1521 RLED-FG-OIWB- 56 45000 120 -- -- 65 WALL DECORATIVE WALL BRACKET MATCHING LP3 FOR M A.F.F. ABOVE FINISHED FLOOR J.B. JUNCTION BOX NEUTRALS MAY BE PROVIDED FOR MULTI-WIRE BRANCH CIRCUITS FOR A MAXIMUM TOTAL OF SIX CURRENT 4ARC45T3R LED KIDS AREA OF POOL MTD AS HIGH AS POSSIBLE o CARRYING CONDUCTORS IN THE RACEWAY (NO HANDLE TIES REQUIRED.) UNLESS OTHERWISE NOTED, ALL ON TENNIS BACK WALL W A.F.G. ABOVE FINISHED GRADE KVA KILOVOLT-AMPERE BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 4' FLUORESCENT, DAMP LOCATION, POLYCARB co K BEGHELLI BS100T84HT132W120V 1 F32T8 120 1 ELECTRONIC 35 SURFACE CORROSION RESIST HSG - VERIFY MTG AT AWG AMERICAN WIRE GAGE M.C. MECHANICAL CONTRACTOR 24. ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR A ( ) w SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK BAG DROP STAND � CONSTRUCTION. o C CONDUIT NEC NATIONAL ELECTRICAL CODE M1 HADCO B_4-N-C-H 1 LED 120 -- -- 13.7 GROUND 'BULLET' STYLE FLAG POLE LIGHT, NARROW DIST. o PROVIDE STAKE MOUNTING, VERIFY LOCATION AT ,�.•����p;• ,Ls w CB, CKT BKR CIRCUIT BREAKER NA NIGHT LIGHT NIGHT FOR BEST AIMMING 0;•`�, Lc '•• ''- a CLG CEILING PNL PANEL M2 HADCO B_4-M-C-H 1 LED 120 -- -- 13.7 GROUND SIM TO 'M1' BUT MEDIUM DIST FOR TOWER = 492 •: ' U) 1ACCENT o E.C. ELECTRICAL CONTRACTOR PVC POLY-VINYL-CHLORIDE (SCHEDULE , U.O.N.) - STATE OF CATALOG NUMBERS AND MANUFACTURERS ARE TO INDICATE TYPE AND QUALITY OF F P <v D ES ENERGY SAVING U.O.N. UNLESS OTHERWISE NOTED. FIXTURE DESIRED. SUBMIT CUTSHEETS OF ALTERNATE MANUFACTURERS FOR ARCHITECT AND p 4 ORWO,.•• OWNER APPROVAL PRIOR TO PURCHASE OF ANY FIXTURES. ALL FLUORESCENT LAMPS SHALL - , (nEMT ELECTRICAL METALLIC TUBING V VOLT BE ENERGY SAVING TYPE. ALL INCANDESCENT LAMPS SHALL BE 130V RATED. 'A4 �QNA�- , p rrrrrpul: ln�ti ' W FACP FIRE ALARM CONTROL PANEL VA VOLT-AMPERE U CADD DWG. FILE NO. 0 GFI GROUND FAULT CIRCUIT INTERRUPTER W WATT a W HOA HAND-OFF-AUTOMATIC WP WEATHERPROOF SCALE 0 W U) HP HORSEPOWER AS SHOWN w m } DRAWN BY a tcn Y 3 BRANCH CIRCUIT VOLTAGE DROP TABLE LEGAL DESCRIPTION 0 0 CIRCUIT LENGTHS OVERCURRENT 120/208V SYSTEM a Z PROTECTION SIZE 100' 175' 250' 350' PROJECT PHASE > 15A/20A #12 #10 #8 #6 PERMIT SET a' U) 30A #10 #8 #6 #4 PROJECT NUMBER 40A #8 #6 #4 #3Cn 18-11- 50A a: 60A #6 #4 #3 #2 Q 70A #4 #3 #2 #1 0) W 80A #3 #2 #1 #1A NEW CONSTRUCTION Of 11L: D 90A #2 #1 #1/0 #2/0 CM ~ 3 F-- NOTES: .a o 1. BRANCH CIRCUIT CONDUCTORS TO BE ADJUSTED FOR VOLTAGE DROP OF ATLANTIC BEACH, FLORIDA z a 3%. m D NOTES: ATLANTIC.,BEACH 1. THE LARGER OF THE WIRE SIZES INDICATED IN THE PANEL SCHEDULES AND W o THE VOLTAGE DROP TABLE ABOVE, SHALL BE USED. C0UNTRY'-'CL'VB 2. WHERE THE WIRE SIZE IS LARGER THAN THE MAXIMUM WIRE SIZE TERMINAL o o OF THE EQUIPMENT, PROVIDE A JUNCTION BOX AND SPLICE DOWN TO THE LARGEST WIRE SIZE POSSIBLE. THE BOX SHALL BE LOCATED AS CLOSE TO MCVEIGH MANGUM THE TERMINATION AS POSSIBLE, BUT NO FARTHER THAN 15 FEET. ELECTRICAL NOTJ p . N o ENGINEERING • INC � N 00 F- 9133 R.G. Skinner Parkway LE N D AN D Jacksonville, Florida 32256 Ph: (904)83 5200 Fax 904)636-6770 ' CA 6330 email:mail@McVeighMangum.com FIXTURE SCHEDULE MO a0 Eng.of Record: Thomas C.Nielsen License No.: 53492 \ U O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of EOO 1 z" ...these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES PANEL M i i • a , SEE PANEL SCHED 'MDP' rn FAC 61 G15-32 FIRE PROTECTION (ALARM) CRITERIA M N M CCU CU-1) -p 00 61 G15-32.008 I° 'a U-5 00 (1) OVERALL DESCRIPTION — — — — '> o c M PROVIDE SUPERVISION OF NFPA 13 SPRINKLER SYSTEM VIA TAMPER AND FLOW ( I , co rn 0 SWITCHES. PROVIDE SUPERVISION OF THE FIRE ALARM CONTROL PANEL'S r------- CU 1 POWER FROM BOTH THE DEDICATED 120VAC UNE AND THE INTERNAL BATTERY 1 PERMANENTLY LABELED I I 208V I TC x LINE. PROVIDE ACTIVATION OF ALL DOOR LOCKS FOR SAFE EGRESS FROM THE BREAK GLASS SHUNT TRIP I 1 I , ,„z, ' I v� U_ PANEL I I 3 POLE I PANEL PANEL PANEL PANEL PANEL � I o BUILDING WHEN IN ALARM. PROVIDE ANNUNCIATION OF THE FIRE ALARM PUSHBUTTON FOR MDP -- MAIN BREAKER LOCATED Q MDP I NEMA 1 1 I EM K L EMA AC C14 SYSTEM VIA AUDIBLE/VISUAL DEVICES LOCATED THROUGHOUT NORMALLY E.C. TO INSTALL JEA 200A I co FURNISHED METER. ADJACENT TO KNOX BOX LC1 LC2 -rn o (2) GOVERNING CODES PROVIDE 8'x6"X6" CONC j ATS j 100 THEI I � N FIRE ALARM SYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF THE POST SET 36" INTO GRADE. I r--! ` I I L M U) LATEST APPLICABLE EDITIONS OF THE FLORIDA BUILDING CODE, THE FLORIDA PROVIDE 2"C FOR JEA FIRE PREVENTION CODE, NFPA 72, ADA, AND ALL LOCAL, NATIONAL AND I I I I Y o rn PROVIDED METERING WIRING. � I I I INTERNATIONAL CODES. THE FIRE ALARM SYSTEM SHALL MEET ALL OF THE 1 Ca CL REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. I I I I I a. " — — — — — — — E.C. TO INSTALL JEA ' L-�--I- J Z' v cv r--- FURNISHED TRANSFORMER O (3) MINIMUM SYSTEM REQUIREMENTS I NAT. GAS GENSET I I PAD. VERIFY WITH JEA THE ENGINEERING DRAWINGS CONTAINED HEREIN IDENTIFY MINIMUM FIRE ALARM I I - PRIOR TO BID. I _ CU SYSTEM REQUIREMENTS. ALL FIRE ALARM SWITCHES, MODULES, AND WIRING 120Y/240V, 3—PHASE I I BASE BID - FEED EM DIRECT I N U SHALL BE PROVIDED BY THE FIRE ALARM SUB-CONTRACTOR. FIRE ALARM GENERATOR SYSTEM I I 55kW/69kVA I I FROM PANEL MDP VIA WIREWAY. I N SYSTEM SUB-CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT DETAILED ALTERNATE SCOPE I I 120/208V, 3�s PROVIDE ALTERNATE BID FOR I "''� °' SYSTEM DRAWINGS CUTSHEETS WIRING DIAGRAMS ETC. AS REQUIRED FOR I 200A I I SERVICE 3 0 CU I I GENERATOR SYSTEM COMPLETE. I FINAL PERMITTING � � � t I TRANSFORMER # / I I I L — — PROVIDED BY JEA 2 G. I I SEE PANEL -� SEE 4/EO.2 I I I SCHED EM .(4) PLAN REQUIREMENTS MINIMUM SYSTEM REQUIREMENTS SHOWN ON THE ENGINEERING DRAWINGS CONTAINED HEREIN: I I 1 a. SYMBOLS LEGEND IS INDICATED ON E0.1. SYSTEM RISER DIAGRAM WITH I ALL IN111AIlON AND NOTIFICATION COMPONENTS AND CABLING REQUIREMENTS IS INDICATED IN THIS SHEET. ANY FIRE-RATED WALLS I I LJ I I I HAVE BEEN INDICATED BY LINE-TYPE OF THE WALLS ON THE PLANS. THE I j I I 4 CLUBHOUSE GENERAL OCCUPANCY IS ASSEMBLY WITH 695 OCCUPANTS AND I � � — — — — — — — — — — — — — — — — — — — — — — — ! � 1 — -- -------------------------------------------------------------- I I FOR THE BATHHOUSE-TENNIS BUILDING IS BUSINESS WITH XXX OCCUPANTS. I I THE CONSTRUCTION TYPE IS IIB AT 70,677 SQUARE FEET (TOTAL.) I t ------------------------------------------------------------------ --------------------------�1 b. LOCATIONS OF INITIATION AND NOTIFICATION DEVICES AND CONNECTIONS TO #2/0 CU GND TO I ' RELATED SYSTEMS ARE SHOWN ON DRAWING E1.1. ADDITIONAL DEVICES I " ., 3 CONSULTANTS SHALL BE INCLUDED IN THE BID AND PROVIDED AS DIRECTED BY THE FIRE 5/8"x 8'-0"' CU ROD MARSHAL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - KEY STRUCTURAL S. (THIS SHEET ONLY) c. STROBE INTENSITY AND AUDIBLE OUTPUT RATINGS FOR ALL NOTIFICATIONKoowi� MCVEIGH & MANGUM DEVICES ARE O cd AND CORRIDORS. LION. STROBES MAY BE 15cd IN 20 FT POWER RISER DIAGRAM - CLUBHOUSE- E.C. TO INSTALL. JEA FURNISHED PRIMARY CONDUITS WITH PULLWIRELLJ WIDE OR NARROWER CORRIDORS. LOWER VISUAL INTENSITIES THAN 75cdO AND LONG SWEEP ELBOWS AS REQUIRED. VERIFY ALL INSTALLATION ENGINEERING, INC. ARE ALLOWED AS LONG AS THE ENTIRE NORMALLY OCCUPIED SPACE IS EO.2 NOT TO SCALE REQUIREMENTS WITH JEA PRIOR TO BID. 9133 RG SKINNER PARKWAY COVERED ACCORDING TO NFPA 72 VISUAL DEVICE CHARACTERISTICS. THE JACKSONVILLE, FL 32256 AUDIBLE INTENSITY SHALL BE INCREASED WHERE REQUIRED FOR COMPLETE PH: 904.483.5200 COVERAGE OF NORMALLY OCCUPIED SPACE. O PROVIDE SECONDARY ELECTRICAL SERVICE: (4) SETS OF d. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B; SIGNAL UNE 4-350MGM IN 3"C EA; 30" MIN COVER WITH RED WARNING MP&FP CIRCUITS SHALL BE CLASS B, STYLE 4; NOTIFICATION APPLIANCE CIRCUITS TAPE AT 12" BELOW GRADE. MCVEIGH & MANGUM SHALL BE CLASS B, STYLE Y. ENGINEERING, INC. .� e. THE ALARM SYSTEM SHALL RECEIVE INITIATION SIGNALS AND PROVIDE O PROVIDE (1) 1"C AND (1} 1-1/2"C FOR BATTERY, BLOCK NOTIFICATION SIGNALS AS SHOWN IN THE FIRE ALARM RISER AND HEATER, CONTROLS AND MONITORING. 9133 RG SKINNER PARKWAY OPERATIONS MATRIX. THE TRANSMISSION OF EMERGENCY SIGNALS SHALL JACKSONVILLE, FL 32256 BE BY DUAL LINE TELEPHONE CONNECTION TO UL LISTED CENTRAL STATION. 0 200A STANDBY FEEDER: (4) #3/0, (1) #4G, 2"C; " PH: 904.483.5200 w ALL ALARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE 4 30 MIN COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. ELECTRICAL ' = TRANSMITTED TO THE CENTRAL STATION. f. THE FIRE ALARM SYSTEM TYPE SHALL BE ADDRESSABLE, 24VDC, POWER 0 400A SERVICE FEEDER: 2 SETS OF (4} #3/0, 2"C EA; 30" MCVEIGH & MANGUM a UNITED, FULLY SUPERVISED, WITH 5 MINUTE ALARM, 24 HOUR STANDBY lE POOL BLDG I BREEZEWAY TENNIS SHOP POOL PUMP YARD 5 MIN COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. ENGINEERING, INC. BATTERY SYSTEM. I j EXTERIOR V 9133 RG SKINNER PARKWAY p g. SURGE PROTECTIVE DEVICES SHALL BE LOCATED ON THE INCOMING AC z POWER (ADJACENT TO OR WITHIN THE PANEL) AND THE POINT OF ENTRY ` a JACKSONVILLE, FL 32256 PH: 904.483.5200 0 TO THE BUILDING FOR ANY EXTERIOR CIRCUITS. yr•, h. THE FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN 327 TO 1047 U_ NON-CONDENSING. ANY OUTDOOR NOTIFICATION DEVICES SHALL BE 1 PERMANENTLY LABELED ' LANDSCAPE ARCHITECT z WEATHER PROOF. BREAK GLASS SHUNT PANEL / E PANEL PANEL PANEL W i. A SITE PLAN HAS BEEN PROVIDED ON E1.0. f EUTHENICS STUDIO �---------------, TRIP PUSHBUTTON FOR E P z GENERAL SMOKE DETECTION IS NOT REQUIRED FOR THIS BUILDING EXCEPT I I 0 f PA T 1650 BEACH AVENUE o J• I SERVICE I PNL P MAIN BREAKER C AT THE FIRE ALARM CONTROL PANEL. ENTRANCE I ' ATLANTIC BEACH, FL 32233 W k. SMOKE STRATIFICATION IS NOT APPLICABLE TO THIS CONSTRUCTION. EQUIP. I #fi CU, MINIMUM I, PH: 904.246.6219 I. THIS PERFORMANCE BASED CRITERIA SHALL PROVIDE THE BASIS OF DESIGN I I GROUND BUS I FOR THE FULL FIRE ALARM PERMIT DOCUMENTS AND MEET THE LOCAL L----- -- -- -- EXOTHERMIC WELD Ix AHJ'S REQUIREMENTS. NOTE THAT FIRE ALARM PLANS SUBMITTED HEREIN TO BLDG STEEL iF, REVISION DATE FOR BUILDING PERMIT ARE NOT PART OF THE BUILDING PLANS REVIEW. A NEUTRAL BUS (WHERE AVAILABLE) cr_a , f`r.' PERMIT SET 12/13/13 SEPARATE SUBMITTAL AND PERMIT IS REQUIRED FOR THE FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. GROUNDING ELECTRODE CONDUCTOR co m. THE CONSTRUCTION IS NOT HIGH-RISE OR MULTI-TENANT. THE ENTIRE INTERSYSTEM BONDING Q1 PERMIT REVIEW 01/24/14 z AS INDICATED ON POWER RISER DIAGRAM SEE PANEL P a BUILDING SHALL HAVE A GENERAL EVACUATION SIGNAL. BAR PER NEC 250-94 E i n. WIRING FOR UNDERGROUND AND WET LOCATIONS SHALL BE AS (SIZE PER NEC TABLE 250-66, MIN.) SCHEDULE z RECOMMENDED BY THE MANUFACTURER. ANY EXTERIOR CIRCUITS SHALL BE GROUND CLAMP ON ' INSTALLED IN CONDUIT, MINIMUM 18" BELOW GRADE WITH ORANGE WARNING TAPE ABOVE THE CONDUIT. 3/4 DIA X 10"-0" CU #6 CU. MIN, IF NO METALLIC WATER M IN 0 o. VENDOR TO PROVIDE FULL OPERATION & MAINTENANCE MANUALS IN GROUND ROD DRIVEN METALLIC WATER MAIN, #4 CU MINIMUM ACCORDANCE WITH NFPA 72 ALONG WITH AS-BUILT PLANS FOR OWNER'S TO f3" BELOW FINISH CONTINUE FULL SIZE ' FUTURE USE. VENDOR TO SUBMIT TO OWNER PROPOSED CONTRACT FOR GRADE GEC CONC. FOUNDATION z REQUIRED ANNUAL TESTING OF THE SYSTEM. A MINIMUM OF TWO, ° ° . OR FOOTING IN DIRECT a ONE-HOUR ON-SITE TRAINING SESSIONS FOR SYSTEM OPERATION SHALL BE — CONTACT WITH EARTH z PROVIDED TO THE OWNER. PROVIDE SHORT PVC SLEEVE OR OTHER 5 E p DESIGNATION ACCEPTABLE TO THE LOCAL 20' OF 1/ " GAL. STEEL ROD LU U (5) WIRING. BATTERY, VOLTAGE DROP RESPONSIBILTY: INSPECTOR TO IDENTIFY ROD AS PROPERLY 2" MIN. C NCRETE COVER G.E. CU #1/0 CU 2 THE FIRE ALARM SHOP DRAWINGS SHALL INDICATE THE WIRING TO BE PROVIDED, INSTALLED, BONDED G.E.0 G.E.0 ENGINEER'S SEAL BATTERY AND VOLTAGE DROP (CIRCUIT ANALYSIS) CALCULATIONS. THE SEE 3/E0.2 SEE 3/E0.2 o CALCULATIONS SHALL APPLY THE MANUFACTURER'S DATA AND APPLICABLE NFPA 72 PROCEDURES. 2TYP-)N. POWER RISER DIAGRAM - ( ) 3 GROUNDING DETAIL w (6) SYSTEM TEST REQUIREMENTS: = E0.2 NOT TO SCALE 2 / TENNIS SHOPCOURTS VENDOR SHALL FULLY TEST AND CERTIFY THE FIRE ALARM SYSTEM °a DOCUMENTING PROPER FUNCTION OF ALL DEVICES, INTERLOCKS, PROGRAMMING E0.2 NOT TO SCALE AND COMMUNICATIONS PROVIDING A FIRE ALARM SYSTEM RECORD OF PS O F•'s '' } COMPLETION AS REQUIRED BY NEPA 72, CHAPTER 10. � - U (7) SPECIAL SYSTEM REQUIREMENTS: ; ' 92 C AUDIBLE ANNUNCIATION SHALL BE VIA PRERECORDED VOICE EVACUATION WITH LU MANUAL OVERRIDE AT REMOTE MICROPHONE CO-LOCATED WITH REM ANNUN PANEL. M • STATE OF Cn 8/0NAt w U I p CADD DWG. FILE NO. of a.y w FIREALARM SYSMATRIX co FIRE ALARM SYSTEM FIRE ALARM SYSTEM D RESPONSE CENTRAL w SCALE BLDG E SE COMMUNICATOR As sHowN w SEQUENCE OF OPERATIONS f M DRAWN BY A._ DUCT TYPE SMOKE DETS tcn o � o .� Q• FOR HVAC SYSTEMS RATED I, 0 A V V Q 0 LEGAL DESCRIPTION O� �V\� Q- OVER 2000cfm. FIRE ALARM SYSTEM RISER NOTES: '� 1. NOTE THAT FIRE ALARM PLANS SUBMITTED HEREIN FOR BUILDING PERMIT ARE �w �� �� �� ��'� ��'�� o� o�� o� �� v� o�� o� �� NOT PART OF THE BUILDING PLANS REVIEW. A SEPARATE SUBMITTAL AND �0o �'o v� ��G' �o v� �� o= �o v V� ----- EOL _____ PERMIT IS REQUIRED FOR THE FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. a �� �� �,� JO JO 2. ALL FIRE ALARM SWITCHES, MODULES, AND WRING SHALL BE PROVIDED BY THE °z �,Q' v� J JQ �o �o ,� o� �o ,`Q- ,`� C3 �o P s s P FIRE ALARM SUB-CONTRACTOR. FIRE ALARM SYSTEM SUB-CONTRACTOR SHALL Q, � � � � O � � =Q' � � q � Q' PROJECT PHASE f �-1, �o � ��. \off BE RESPONSIBLE TO SUBMIT DETAILED SYSTEM DRAWINGS, CUTSHEETS, WIRING > o o o o o o o o DIAGRAMS, ETC. AS REQUIRED FOR FINAL PERMITTING.55 PERMIT SET o J o J o J o �� Q- �� JO ,Z Q' �� JO Y EACH EXIT DOOR _ _ 3. ALL COMPONENTS NECESSARY FOR CERTIFICATE OF OCCUPANCY SHALL BE PROJECT NUMBER LLI �� 4�" �JQ ,�o �,�� �,�� ��" �JQ ,�o S REQUIRED. (TYP) EOL INCLUDED IN THE BID. SEE PLANS FOR MINIMUM NUMBER OF DEVICES. 18-11- t° COORDINATE WITH LOCAL AUTHORITY FOR ADDITIONAL DEVICES AS MAY BE SYSTEM INPUTS � � � � ccc �� �� �_ �� �o �o �� �� �� REQUIRED. o Q MANUAL FIRE ALARM PULL STATION 0 0 0 FAAP FACP VOICE FATC NOTIFICATION 4. BETWEEN 32T AND 1047THE RE ALARM PANEL , NON—CONDENSING.HALL BE LOCATED IN AMBIENT CONDITIONS MAINTAINED w BUILDING SMOKE DETECTOR 0 0 0 0 REMOTE EVAC APPLIANCE NEW CONSTRUCTION MIC 5. ALL TAMPER AND FLOW SWITCH CONNECTION LOCATIONS TO BE FIELD VERIFIED PNL. CABINET o, BUILDING HEAT DETECTOR WITH SPRINKLER SUB-CONTRACTOR AS REQ'D. o Uj BUILDING DUCT DETECTOR 6. COORD. WITH M.C. TO PROVIDE SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU y SPRINKLER WATERFLOW 0 0 0 AS REQUIRED. ATLANTIC BEACH, FLORIDA = SPRINKLER TAMPER 0 CLUBHOUSE BUILDING POOL HOUSE TENNIS SHOP BUILDING 7. COORDINATE DUAL LINE TELEPHONE CONNECTION FOR UL LISTED CENTRAL FIRE ALARM AC POWER FAILURE / STATION MONITORING. ALL ALARM, TROUBLE AND SUPERVISORY CONDITIONS W Y FIRE ALARM M W BATTERY SHALL BE TRANSMITTED TO THE CENTRAL STATION. ATLANTIC p-LEACH Cv zSYSTEM LO B 0 0 W °a OPEN CIRCUIT 0 8. VOICE EVACUATION TO BE PROVIDED WITH PRE-PROGRAMMED MESSAGE AND COUNTRY C w B o ` o GROUND FAULT 0 MANUAL OVERRIDE. NOTIFICATION APPLIANCE CIRCUIT SHORT 4 FIRE ALARM RISER DIAGRAM 9. PROVIDE SURGE PROTECTIVE DEVICE ON FACP INCOMING AC POWER (ADJACENT TO MCVEIGH MANGUM N o AHU SHUTDOWN OR WITHIN PANEL.) ANY EXTERIOR FIRE ALARM CIRCUITS SHALL BE PROVIDED ELECTRICALsf 17 N E0.2 NOT TO SCALE WITH SURGE PROTECTION AT THE POINT OF ENTRY TO THE BUILDING. ENGINEERING I N C V_ = 9133 R.G. Skinner Parkway RISER DIAGRAMS Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 \ 0- 0 CA 6330 email:mail@McveighMangum.com 0 Eng.of Record: Thomas C.Nielsen License No.: 53492 \ U o _ 1 These materials are copyrighted and protected under Section 102 of the Architectura orks Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of E022 these materials can result in substantial criminal and civil liability. ENCLOSUR VOLTAGE: 120/208 P 3 WIRE: 4 PANEL. MDP MOUNIING:E• VOLTAGE: PH: 3 WIRE: 4 SURFACE BUSSING: 200A CU PANEL. EM MOUN NG ENCLOSURE: NEMA 1 SU FACE BUSSING: 1200A CU MAINS: 1200A MCB SHUNT TRIP Q BRACING: 35 KAIC. SYM. MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: BOTTOM LOAD PER PHASE GROUND BAR INCOMING: BOTTOM LOAD PER PHASE GROUND BAR DESCRIPTION _jXE CONT CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CANT POLE DESCRIPTION DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION 1 195 79 PANEL EM -- 2 3/0 6 200 3 20.2 7.8 4 200 6 3 0 2 -- 3 PANEL L WALK IN COOLER 3 __ 1 2 12 12 20 3 1 1 1 8 1.1 1.8 4 20 12 12 1 2 __ 3 BEER COOLER / / / CONDENSER CONDENSER 5 20.6 6.6 1 6 1 1 5 1.1 1.8 6 7 27.7 45.4 8 W/IN COOL EVAP/LTS 1 -- 1/2 12 12 20 7 0.4 0.7 8 20 12 12 1/2 -- 1 BEER EVAP/LT'S PANEL K -- 2 3/0 6 200 9 24.0 45.2 10 400 3 2)3/ (2)2 -- 3 PANEL M 9 3 5 1 0 10 WALK IN FREEZER _ 30 10 10 1/2 -- 2 BEER PAK 11 28.4 43.9 12 3 - 1 6 10 50 11 3.5 1 0 12 13 -- 26.2 14 CONSENSER 1 13 3.5 1.0 14 30 10 10 1/2 -- 2 BEER PAK SPARE 3 -- -- -- -- 200 15 -- 24 6 1 6 225 4 4/0 2-1/2 -- 3 PANEL AC W/IN FREEZE EVAP/LTS 1 -- 1/2 12 12 20 15 1.1 1.0 16 17 - CD 23.2 18 17 0.7 2.5 18 40 10 8 3/4 -- 2 ICE MACHINE °�' 19 -- 7.6 20 KSF-1 3 -- 1/2 12 12 15 19 0.7 2.5 _ 20 CONDENSER N SPARE -- -- -- -- 100 21 -- 7.6 22 100 8 2 1-1/4 -- 3 RTU-1 21 0.7 0.2 22 20 12 12 1/2 -- 1 ICE MACH CURER `�' M 23 <, `, -- 7.6 24 23 1.3 1.0 24 20 12 12 1/2 -- 1 KITCHEN LTS cu 25 26 KEF-1, KEF-2 3 -- 1/2 12 12 20 25 1.3 1.2 26 20 12 12 1/2 -- 1 KITCHEN LTS U_ rn o � SPACE -- -- -- -- -- 27 -- -- 28 -- -- -- -- -- 3 SPACE 27 1.3 0.8 28 20 12 12 1/2 -- 1 BAG-N-BOX ai CV u- � 29 - 30 HOOD LTS.CONIRLS 1 -- 1/2 12 12 20 29 1 7 0 6 ` 30 20 12 12 1/2 -- 1 SODA TOWERS '� Ci c M 31 -- 32 SHUNT TRIP POWER 1 -- 1/2 12 12 20 31 -- -- 32 20 -- -- -- -- 1 SPARE y rncn SPACE -- -- -- -- -- 33 - -- - ' 34 -- -- -- -- -- 3 SPACE - KITCHEN 1 -- 1/2 12 12 20 33 0.5 1.0 34 20 12 12 1/2 -- 1 KIT OFFICE 0 :'rn WH 2 cc Q 35 - 36 KITCHEN POS 1 -- 1/2 12 12 20 35 0 4 0 6 36 20 12 12 1/2 -- 1 WATER SOFTENER; ;j U`' in 37 - -- 38 37 2.2 2.6 38 CU u- aj 1VSS -- 1 6 10 60 39 40 -- -- -- -- -- 3 SPACE PANEL EMA 3 -- 1 6 10 60 39 3.6 2.6 40 30 10 10 1/2 -- 3 WATER PUMP SYSLd V- �o" 41 -- -- 42 1 41co TOTAL KVA PER PHASE 134.3 129.4 130.3 CONN DEM DEM 1 FIRE ALARM 1 -- 1/2 12 12 +20 43 -- 0.5 cl 44 20 12 12 1 2 -- 1 POS STA11ONS 3 rn a? CD TOTAL CONNECTED KVA 394.0 LOAD FACT LOAD SPACE 1 -- -- -- -- -- 45 46 -- -- -- -- -- 1 C I� cNi M co LIGHTING LOAD 20.8 1.3 26.0 SPACE 1 -- -- -- -- -- 47 48 -- -- -- -- -- 1 SPACE U o NOTES: RECEPT LOAD 30.8 NEC 20.4 SPACE 1 -- -- -- -- -- 49 -- -- 50 -- -- -- -- -- 1 SPACE ` rn 0 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 222.9 1.0 222.9 SPACE 1 -- -- -- -- -- 51 -- - 52 -- -- -- -- -- 1 SPACE 2. PROVIDE 'HACR' RATE BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 43.1 1.0 43.1 SPACE 1 -- -- -- -- -- 53 s a _ -- 54 -- -- -- -- -- 1 SPACE �' °; TO 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD 76.4 0.7 49.7 SPACE 1 -- -- -- -- -- 55 u: ws 56 -- -- -- -- -- 1 SPACE a O ami 4. ** INDICATES GFCI B FAKERS. TOTAL LOAD 394.0 362.1 SPACE 1 -- -- -- -- -- 57 x s` 58 -- -- -- -- -- 1 SPACECU 5. PROVIDE HANDLE TIE FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 1005 SPACE 1 -- -- -- -- -- 59 _ -- -- 60 -- -- -- -- -- 1 SPACE (D N U TOTAL KVA PER PHASE 19.5 20.2 20.6 CONN DEM DEM w N TOTAL CONNECTED KVA 60.3 LOAD FACT LOAD LIGHTING LOAD 8.2 1.3 10.3 NOTES: RECEPT LOAD 4.9 NEC 4.9 VOLTAGE: 120 208 P : 3 WIRE: 4 ENCLOSURE: NEMA 1 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 7.4 1.0 7.4 BUSSING: 225A CU P A N E L. L MOUNTING: SURFACE 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 39.8 1.0 39.8 MAINS: MLO BRACING: 35 KAIC. SYM. 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- INCOMING: TOP LOAD PER PHASE GROUND BAR 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 60.3 62.4 DESCRIPTION P CONT CONDUIT WIRE GND TRIP CKT A B L CKT TRIP GND WIRE CONDUIT CONT POLE DESCRIPTION 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 173 PRO SHOP DNLTS -- 1/2 12 12 20 1 0.4 1.0 = 2 20 12 12 1/2 -- 1 OFFICE RCPTS PRO SHOP PEND -- 1/2 12 12 20 3 0.6 0.8 z 4 20 12 12 1/2 -- 1 ENTRY RECPTS PRO SHOP OFF LTS -- 1/2 12 12 20 5 0.2 1.2 6 20 12 12 1/2 -- 1 ENTRY RECPTS LOGGIA LIGHTS -- 1/2 12 12 20 7 1.5 1.2 F : ; 8 20 12 12 1/2 -- 1 MULIIPUROSE RCPTS VOLTAGE: 120 208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 1 DINING PENDANTS -- 1/2 12 12 20 9 F 1 8a x E 10 20 -- -- -- -- 1 SPARE 2 VOLTAGE: 120 208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 1 BUSSING: 400A CU PANEL. M MOUNTING: SURFACE DINING SCONCES -- 1 2 12 12 20 11 ;`` _ 0.7 1.6 12 20 12 12 1 2 -- 1 DINING RCPTS BUSSING: 60A CU PANEL. EMA MOUNTING: SURFACE CONSULTANTS / / MAINS: MLO BRACING: 10 KAIC. SYM. DINING DOWNLTS -- 1/2 12 12 20 13 0.3 1.4 fi. r 14 20 12 12 1/2 -- 1 DINING RCPTS MAINS: MLO BRACING: 10 KAIC. SYM. STRUCTURAL INCOMING: BOTTOM LOAD PER PHASE GROUND BAR DISPLAY CABINETS -- 1/2 12 12 20 15 0.2 1.4 16 20 12 12 1/2 -- 1 LOGGIA RCPTS INCOMING: TOP LOAD PER PHASE GROUND BAR MCVEIGH & MANGUM DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION KIT LIGHTS -- 1/2 12 12 20 17 1.1 -- 18 20 -- -- -- -- 1 SPACE DESCRIP11ON POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIP11ON 1 7.8 10.0 2 KIT LIGHTS -- 1/2 12 12 20 19 1.2 - 20 20 -- -- -- -- 1 SPACE TECH CLOSET 1 -- 1/2 12 12 20 1 0.5 1.0 2 20 12 12 1/2 -- 1 TOILETS777=77777= NG, INC. / _. 9133 RG SKINNER PARKWAY -- 1 2 1.3 4 20 12 1 1 2 - -- 1 -- -- -- -- -- CH CLOSET 1 12 12 20 3 0.5 2 -- 1 WOMEN'S LOCKER AHU-2A 3 -- 1-1/4 2 8 90 3 7.8 10.0 4 110 6 2 1 1/4 -- 3 AHU-5 MULTIPURPOSE LTS /2 12 12 20 21 . 0.3 , 22 20 1 SPACE lE / - - : / E S L C 2 JACKSONVILLE, FL 32256 5 7.8 10.0 6 SPARE -- -- -- -- 20 23 -- -- 24 20 -- -- -- -- 1 SPACE GRILLE LIGHTS 1 -- 1/2 12 12 20 5 0 8 1 0 6 20 12 12 1/2 -- 1 MENS LOCKER H. 4.483.520 90 0 7777777777T8 PATIO FANS -- 1/2 12 12 20 25 0.5 26 -- -- -- -- -- 1 SPACE BAR PO 1 -- 1 2 12 1 20 7 0.2 0.5 8 20 12 12 1/2 -- 1 WH-1 SHOWERS 7 7.8 3.7 - P . 45 10 6 1 -- 2 AHU- 9 2 AHU-2B 3 -- 1 1/4 2 8 90 9 7.8 3.7 10 EXTERIOR WALL LTS 1/2 12 12 20 27 1.2 28 -- -- 1 SPACE 3 ENTRY LIGHTS- - 1 1 2 12 12 20 9 1.8 10 20 - -- - - 1 SPARE- - - MP&FP 11 7.8 3.7 12 FIRE PIT AREA -- 1/2 12 12 20 29 0.4 -- 30 -- -- -- -- -- 1 SPACE ARE 1 -- -- -- -- 20 11 ¢, „x 12 20 -- -- -- -- 1 SPARE M 45 10 6 1 -- 2 AHU-6 12 1 3.7 .7 14 LAWN STEP LTS -- 12 12 20 31 0.4 - . . 32 -- -- -- -- -- 1 SPACE -- -- 2 3 3 ENGINEERING, INC. AHU 3 2 -- 1 6 10 45 1 .7 6.3 16 LAWN POWER -- 1 2 12 12 20 33 O.fi 0.4 34 20 10 10 -- 1 MAIL KIOSK ENTRY -- - 5 3 / / 9133 RG SKINNER PARKWAY 80 8 3 1-1/4 -- 2 AHU-7 3/4 w AHU-4 2 -- 1 6 10 45 17 3.7 6.3 18 LAWN POWER -- 1/2 12 12 20 35 „ ` , 0.4 01 36 20 10 10 -- 1 IRRIG. CONTROL 1 JACKSONVILLE, FL 32256 20 20 12 12 1/2 -- 1 PRO SHOP RECPTS 37 D 19 3.7 1.1 -- - 38 -- -- -- -- -- 1 SPACE -- -- PH: 904.483.5200 -- 1 2 -- - LU 3 MEZ REPT S/DMPRS 1 -- 1/2 12 12 20 21 a 1.6 0.9 22 20 12 12 1/2 -- 1 PRO SHOP RECPTS TVSS / 10 10 30 ��9 -- 0.5 40 20 8 8 3/4 -- 1 ENTRY SIGNAGE ACCTG/OFFICE REC 1 -- 1/2 12 12 20 231.0 -1 4 24 20 12 12 1/2 -- 1 OFFICE RECPTS 41 ...,. ., : � ..._. ...k._. _... -- 0.9 42 20 10 10 3/4 -- 1 PARKING LOT LTS ELECTRICAL x A 1 -- -- -- -- 20 25 1.3 26 20 12 12 1/2 -- 1 WOMENS LOCKER REC TOTAL KVA PER PHASE 7.9 7.8 6.6 CONN DEM DEM x MCVEIGH & MANGUM a - -- - = SPARE 1 -- -- -- -- 20 27 -- 0.4 28 20 12 12 1/2 -- 1 WOMEN'S RR RECPTS TOTAL CONNECTED KVA 22.3 LOAD FACT LOAD x e 3 ENGINEERING, INC. SPARE 1 -- -- -- -- 20 29 -- 0.6 30 20 12 12 1/2 -- 1 WOMEN'S RR RECPTS LIGHTING LOAD 12.2 1.3 15.3 , -- -- 9133 RG SKINNER PARKWAY Y WINE COOL/COCKTAIL 1 -- 1/2 12 12 20 31 0.7 0.6 32 20 12 12 1/2 -- 1 WOMEN'S RR RECPTS NOTES: RECEPT LOAD 10.1 NEC 10.1 TOTAL KVA PER PHASE 2.2 3.6 1.8 CONN DEM DEM JACKSONVILLE, FL 32256 o BAR COOLER/PROSIER 1 -- 1/2 12 12 20 33 1.4 0.2 34 20 12 12 1/2 -- 1 MEN'S LOCKER RECPT 1. + INDICATES RED LOC -ON ATTACHMENT FOR BREAKER. HVAC LOAD -- 1.0 -- TOTAL CONNECTED KVA 7.6 LOAD FACT LOAD PH: 904.483.5200 COCKTAIL/BLENDER 1 -- 1/2 12 12 20 35 1.2 0.4 36 20 12 12 1/2 -- 1 MEN'S LOCKER RECPT 2. PROVIDE 'HACR' RATE BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- LIGHTING LOAD 4.5 1.3 5.6 0 37 - 1.3 38 20 12 12 1/2 -- 1 GRILL RECPTS 3. ALL SINGLE POLE BRE KERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- NOTES: RECEPT LOAD 1.7 NEC 1.7 LANDSCAPE ARCHITECT Z TVSS 3 -- 1/2 10 10 30 39 - 1.4 40 20 12 12 1/2 -- 1 GRILL RECPTS 4. ** INDICATES GFCI BR AKERS. TOTAL LOAD 22.3 25.3 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 1.4 1.0 1.4 EUTHENICS STUDIO z 41 -- -- 42 20 12 12 1/2 -- 1 MEN/WOMEN RR RECP 5. PROVIDE HANDLE TIES FOR MULIIWIRE BRANCH CIRCUITS. DEMAND AMPS 70 2. PROVIDE HACR RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 1650 BEACH AVENUE U TOTAL KVA PER PHASE 45.4 45.2 43.9 CONN DEM DEM 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- ATLANTIC BEACH, FL 32233 Z TOTAL CONNECTED KVA 134.5 LOAD FACT LOAD 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 7.6 8.7 PH: 904.246.6219 r LIGHTING LOAD 0.3 1.3 0.4 5. PROVIDE HANDLE 11ES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 24 NOTES: RECEPT LOAD 11.9 NEC 11.0 REVISION DATE 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 119.0 1.0 119.0 VOLTAGE: 120 208 P : 3 WIRE: 4 ENCLOSURE: NEMA 4X a 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 3.3 1.0 3.3 BUSSING: 225A CU PANEL. AC MOUNTING: SURFACE PERMIT SET 12/13/13 0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- MAINS: MLO BRACING: 10 KAIC. SYM. N 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 134.5 133.6 INCOMING: BOTTOM LOAD PER PHASE GROUND BAR VOLTAGE: 120 208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 4X Q1 PERMIT REVIEW 01/24/14 Z 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 371 DESCRIPTION P CONT CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT POLE DESCRIP11ON BUSSING: 400A CU PANEL. T MOUNTING: SURFACE Q 1 4.5 6 4 2 MAINS: 400A MCB BRACING: 18 KAIC. SYM. A20VINERCOMMENTS 02/19/14 Z HP-2A -- 1 6 10 60 3 4.5 6.4 4 80 8 3 1-1/4 -- 3 HP-5 INCOMING: TOP LOAD PER PHASE GROUND BAR �- 5 4.5 6.4 6 DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A 8 C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION 3 OWNER REVISIONS 06/18/14 7 45 25 8 1 23 23 2 0 40 10 8 3/4 -- 2 HP-6 COURT 1 2 1LC1 10 10 30 30 10 10 TLC2 2 COURT 2 VOLTAGE: 120/208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 1 HP-2B -- 1 6 10 60 9 4.5 2.4 ` , 10 1 3 2.3 2.3 4 1 PANEL. P MOUNTING: SURFACE 11 4.5 2.5 12 5 2.3 2.3 6 o BUSSING: 400A CU 40 10 8 3/4 -- 2 HP-7 COURT 1 2 1LC1 10 10 30 30 10 10 TLC2 2 COURT 2 MAINS: 400A MCB - SHUNT TRIP Q BRACING: 35 KAIC. SYM. 2 13 1.6 2.5 14 7 2.3 2 3 8 Z INCOMING: BOTTOM LOAD PER PHASE GROUND BAR HP-3 -- 1/2 10 10 30 15 1.6 1.9 16 9 2.3 2.3 10 Z 25 10 10 1/2 -- 2 UH-1 COURT 3 2 1LC3 8 8 30 30 8 8 TLC4 2 COURT 4 o DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION _ __ 17 2 0 1.9 18 11 2.3 2.3 12 HP-4 3/4 8 10 35 1 1 1 4.0 - 2 19 2.0 0.6 20 20 12 12 1/2 -- 1 SERVICE RECPTS 13 2.3 2.3 14 a COURT 3 2 TLC3 8 8 30 30 8 8 TLC4 2 COURT 4 OAU-1 3 -- 1 6 10 45 3 4.0 -- 4 40 10 8 3/4 -- 3 CU-1 21 1.4 0.3 22 20 12 12 1/2 -- 1 BAG DROP POWER 1 15 2.3 2.3 16 DHP-1/DSS-1 -- 1/2 10 10 30ENGINEER'S SEAL 5 4.0 -- 6 23 1.4 -- 24 20 -- -- -- -- 1 SPARE 17 2.3 2.3 18 _ -- FUTURE COURT 5 2 -- -- -- 30 30 -- -- -- 2 FUTURE COURT 6 EXTERIOR LIGHTS 1 -- 1/2 12 12 20 7 0.3 0.5 8 20 12 12 1/2 PLC1 1 POOL AREA LV LTS _ _ 25 1.6 -- 26 -- -- - -- 1 SPACE _ 19 2.3 2.3 20 _ o HP-9 - 1/2 10 10 30 1-1/4 1 1/4 INTERIOR LIGHTS 1 -- 1 2 12 12 20 9 1.1 0.5 10 20 12 12 1 2 PLC1 1 POOL AREA LV LTS 2 27 ,, 1.6 -- 28 -- -- -- -- -- 1 SPACE 21 2.3 2.3 22 G / / LU » . -- cn EWC/RECEPTS 1 -- 1/2 12 12 20 11 1.0 0.5 12 20 12 12 1/2 PLC1 1 POOL AREA LV LTS SPACE -- -- -- -- -- 29 -- -- 30 -- -- -- -- -- 1 SPACE 30 23 2.3 2.3 24 30 3 FUTURE COURT 5 2 2 FUTURE COURT 6 � WASHER 1 -- 1/2 12 12 20 13 1.5 0.5 � � _ 14 20 12 12 1/2 PLC1 1 POOL AREA LV LTS SPACE -- -- -- -- - 31 � , ..._ � � 32 - 1 SPACE __ __ __ 25 2.3 2 3 26 -_ - _ LU -- -_ -_ _- FUTURE COURT 7 2 30 2 30 - - 2 FUTURE COURT 8 = 15 2.5 0.6 16 20 12 12 1/2 PLC1 1 POOL DECOR LTS SPACE -- -- -- -- -- 33 -- -- 34 1 SPACE 7 2 3 2.3 29 o DRYER 2 -- 1/2 10 10 30 -- -- -- -- -- -- -- 1-1/4 2.3 2.330 2.5 0.9 18 SPACE -- -- -- -- -- 35 36 1 SPACE __ __ __ 29 __ __ _ 17 20 12 12 1/2 PLC2 2 POOL FLOOD LTS FUTURE COURT 7 2 30 30 - 2 FUTURE COURT 8 S M/ o WH-3 1 - -- -- -- -- 19 0.65 0.9 20 37 -- -- 38 -- -- -- -- -- 1 SPACE 31 2.3 2.3 32 ��•,. . w° 21 2.5 1.1 22 TVSS -- 1/2 10 10 30 39 -- -- 40 -- -- -- -- -- 1 SPACE __ __ 33 2.3 2.3 34 __ __ _ •'� S ••'.;r��''' g UH-2 2 -- 1/2 10 10 30 20 12 12 1/2 PLC2 2 POOL FLOOD LTS FUTURE COURT 9 2 -- 30 30 _- - 2 FUTURE COURT 10 . a p 23 2.5 1.1 24 i 41 -- -- 42 -- -- -- -- -- 1 SPACE 35 2.3 2.3 36 o• 3492 co 3 LTG-DAIS PALS 1 -- 3 4 1 12 20 25 1.2 0.4 26 20 12 12 1/2 PLC2 1 POOL KIDS AREA TOTAL KVA PER PHASE 26.2 24.6 23.2 CONN DEM DEM 37 2.3 2.3 38 FUTURE COURT 9 2 -- - -- 30 30 -- -- - 2 FUTURE COURT 10 >rt o SPARE 1 -- -- -- -- 20 27 -- - 28 20 -- -- -- -- 1 SPARE TOTAL CONNECTED KVA 74.0 LOAD FACT LOAD 39 2.3 2.3 40 w P E 1 -- -- -- -- 20 29 -- -- 30 20 12 12 1/2 -- 1 SHUNT TRIP POWER LIGHTING LOAD 0.1 1.3 0.1 3 YARD RECEPTACLES 1 -- 3 4 10 10 20 41 0.6 -- 42 -- -- -- -- 1 SPACE : STATE OF D FIBER PANEL 1 -- 1/2 12 12 20 31 -- 9.5 32 NOTES: RECEPT LOAD 0.8 NEC 0.8 P 1 -- -- -- -- 20 43 -- -- 44 -- -- -- -- -- 1 SPACE OR1 3 I I POOL EQUIPMENT .� •. . FIRE ALARM 1 -- 1/2 12 12 j +20 33 I -- 8.6 341 2001 6 3/0 2 -- 3 1. + INDICATES RED LOC -ON ATTACHMENT FGR BREAKER. HVAC LOAD 73.1 1.0 73.1 SPARE 1 -- -- -- -- 20 45 -- -- 46 -- -- -- -- -- 1 SPACE �' -•--•• %S jO N A o K N1RY LTS 1 -- 1/2 12 12 20 35 0.4 10.9 36 ; PANEL PA 2, PROVIDE 'HACR' RATE BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 w 37 -- 19.1 38 3. ALL SINGLE POLE BRE KERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- SPACE 1 -- -- -- -- -- 49 -- - 50 -- -- -- -- -- 1 SPACE IIt1�lrR11 V TVSS 3 -- 1/2 10 10 30 39 -- 17.8 40 200 6 3/0 2 -- 3 PANEL TS 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 74.0 74.0 SPACE 1 -- -- -- -- -- 51 ' -- -- 52 -- -- -- -- -- 1 SPACE CADD DWG. FILE NO. 0 41 17.0 42 -- 5. PROVIDE HANDLE TIES FOR MUL11WIRE BRANCH CIRCUITS. DEMAND AMPS 205 SPACE 1 -- -- -- -- -- 53 -- -- 54 -- -- -- -- -- 1 SPACE a TOTAL KVA PER PHASE 38.5 38.7 40.8 CONN DEM DEM 55 56 -- -- -- -- -- 1 SPACE • w TOTAL CONNECTED KVA 118.0 LOAD FACT LOAD TVSS 3 -- 1 6 10 60 57 -- - 58 -- -- -- -- -- 1 SPACE SCALE LU LIGHTING LOAD 12.1 1.3 15.1 59 -- -- 60 -- -- -- -- -- 1 SPACE AS SHOWN D NOTES: RECEPT LOAD 7.4 NEC 7.4 TOTAL KVA PER PHASE 32.2 32.2 28.2 CONN DEM DEM W 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD 55.6 1.0 55.6 VOLTAGE: 120/208 P : 3 WIRE: 4 ENCLOSURE: NEMA 1 TOTAL CONNECTED KVA 92.6 LOAD FACT LOAD DRAWN BY Q 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 42.9 1.0 42.9 BUSSING: 200A CU PANEL. TS MOUNTING: SURFACE LIGHTING LOAD 36.8 1.3 46.0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- MAINS: 200A MCB BRACING: 35 KAIC. SYM. NOTES: RECEPT LOAD 0.6 NEC 0.6 tcn 0 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 118.0 121.0 INCOMING: BOTTOM LOAD PER PHASE GROUND BAR 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD -- 1.0 -- LEGAL DESCRIPTION 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 336 DESCRIPTION P CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WARE j CONDUIT CONT. POLE DESCRIPTION 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 6. HVAC LOAD BASED ON WORST CASE, HEATING, LOAD. EXERCISE EQ 1 -- 1/2 I 12 12 20 1 1.2 0.5 2 20 12 12 1/2 -- 1 EXERCISE EQ 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. FUTURE COURT LTG 55.2 1.3 69.0 U_ EXERCISE EQ 1 -- 1/2 12 12 20 3 1.2 0.8 4 20 12 12 1/2 -- 1 EXERCISE EQ 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 92.6 115.6 o` EXERCISE EQ 1 -- 1/2 12 12 20 5 1.2 0.8 6 20 12 12 1/2 -- 1 EXERCISE EQ 5. PROVIDE HANDLE TIES FOR MUL11WIRE BRANCH CIRCUITS. DEMAND AMPS 321 na. ENTY RECEPTS 1 -- 1/2 12 12 20 7 0.6 0.8 8 20 12 12 1/2 -- 1 EXERCISE EQ °z VOLTAGE: 120/208 PH: 3 WIRE: 4 ENCLOSURE: NEMA 4X GRP FITNESS REC 1 -- 1/2 12 12 20 9 0.6 0.6 10 20 12 12 1/2 -- 1 PRO SHOP RECPT PROJECT PHASE BUSSING: 200A CU PANEL. PA MOUNTING: SURFACE GRP FITNESS REC 1 -- 1/2 12 12 20 11 0.6 0.8 12 20 12 12 1/2 -- 1 PRO SHOP RECPT MAINS: MLO BRACING: 10 KAIC. SYM. MEN'S RR 1 -- 1/2 12 12 20 13 1.0 -- 14 20 -- -- -- -- 1 SPARE RM ET LU INCOMING: BOTTOM LOAD PER PHASE GROUND BAR OMEN'S RR 1 -- 1/2 12 12 20 15 1.0 -- 16 20 -- -- -- -- 1 SPARE PROJECT NUMBER DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT! TRIP GND RE c DutT SIT. P C IP11 N 3 COMM BOARD 1 -- 1/2 12 12 20 17 0.5 -- 18 20 -- -- -- -- 1 SPARE18 - - SPACE 1 -- -- -- -- -- 1 -- - 2 COMM BOARD 1 -- 1/2 12 12 20 19 0.5 0.9 20 20 12 12 1/2 -- 1 EXTERIOR LIGHITS rn SPACE 1 - -- -- -- -- 3 __ 4 60 -- -- -- -- 2 SPARE �3\ A 1 -- -- -- -- 20 21 -- 1.0 22 20 12 12 1/2 -- 1 77777777777 EXERCIZE LTS/FANS SPACE 1 -- -- -- -- -- 5 -- 3.5 6 60 10 6 1 -- 2 FOUNTAIN VACPAK SPARE 1 -- -- -- 20 23 0 5 24 20 12 12 1/2 1 GRP/OFFICE LTS SPACE 1 -- -- -- -- -- 7 -- 3.5 8 SPACE 1 -- -- -- -- -- 25 -- 1.0 26 20 12 12 1/2 -- 1 RESTOOMS w SPACE 1 -- -- -- -- -- 9 -- 8.4 10 i SPACE , -- -- -- -- -- 27 -- -- 28 20 -- -- -- -- 1 SPARE SEE ALSO SHEET E1 . 2 F KITCHEN NEW CONSTRUCTION a` -- SPACE 1 -- -- -- -- -- 11 -- 7.0 12 ! 125 ! 6 1 1-1/2 -- 3 MAIN POOL VACPAK SPACE 1 -- -- -- -- 29 -- -- 30 20 -- -- i -- -- 1 SPARE cn w SPACE 1 -- -- -- -- -- 13 -- 6.0 14 SPACE 1 -- -- -- - 31 8.6 32 POWER PANEL SCHEDULE K ATLANTIC BEACH, FLORIDA a� = SPACE 1 -- -- -- -- -- 15 -- 0.2 16 -- -- -- -- -- 1 LIGHTS SPACE 1 -- -- -- -- -- 33 -- 8.6 34 80 8 3 1-1/4 -- 3 AHU-8 , C U - n_ a SPACE _ � 1 -- -- -- -- -- 17 -- 0.4 18 -- -- -- -- -- 1 RECEPTACLES SPACE 1 -- -- -- -- -- 35 -- 8.6 36 v TOTAL KVA PER PHASE 9.5 8.6 10.9 CONN DEM DEM SPACE 1 -- -- -- -- -- 37 -- 4.0 38 i w r o TOTAL CONNECTED KVA 29.0 LOAD FACT LOAD SPACE 1 -- -- -- -- -- 39 -- 4.0 40 60 10 6 1 1 -- 3 HP-8 ATLANTIC BEACH M Y LIGHTING LOAD -- 1.3 -- FIRE ALARM 1 -- 1/2 12 12 +20 41 -- 4.0 42 1 Li NOTES: RECEPT LOAD 0.6 NEC 0.6 TOTAL KVA PER PHASE 19.1 17.8 17.0 CONN DEM DEM C O U N T RY C ,UB cr) 1. + INDICATES RED LOCK-ON ATTACHMENT FOR BREAKER. HVAC LOAD -- 1.0 -- TOTAL CONNECTED KVA 53.9 LOAD FACT LOAD M a 1 11 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 28.4 1.0 28.4 UGHTING LOAD 2.5 1.3 3., McVEIGH MANGUMf 0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- NOTES: RECEPT LOAD 6.2 NEC 6.2 ELECTRICAL"' 4 N ENGINEERING - INC 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 29.0 29.0 1. + INDICATES RED LO -ON ATTACHMENT FOR BREAKER. HVAC LOAD 38.2 1.0 38.2 PANEL SCHEDULES 9133 R.G. Skinner Parkway , 5. PROVIDE HANDLE 11ES FOR MUL7IWIRE BRANCH CIRCUITS. DEMAND AMPS 80 2. PROVIDE 'HACR' RATE BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD 7.0 1.0 7.0 Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 } 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- CA 6330 email:mail@McVeighMangum.com Mo 0 4. ** INDICATES GFCI BR AKERS. TOTAL LOAD 53.9 54.5 Eng.of Record: Thomas C.Nielsen License No.: 53492 P11. U 5. PROVIDE HANDLE TIES FOR MUL11WIRE BRANCH CIRCUITS. DEMAND AMPS 151 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the EOm3 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of _ ...these materials can result in substantial criminal and civil liability. 11 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES TENNIS LIGHTING N - I CONTROL CIRCUIT- 1 COORDINATE CONNECTIONS TO TENNIS LTG CONTACTOR SCHEDULE I I POOL SYSTEMS PACKAGED CONTROLS I NOTE 2 I (VACPAK CONTROLS) MARK CONTROLLING VOLTS T� CONTROL POLES CONTROLLED `--- NOTE 1---- TLCxL__J -��.- _( / _ 1111 _ __.. TLC1 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-1,3,5,7 t �,. � ) 4� TLC2 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-2,4,6,81-1 ` / 3 �/- // TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-9,11,13,15 TEN��IS LIGHTING CONTROL DIAGRAM ,,a;ry �� / r L, '"" N O TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-10,12,14,16 �-o No-r to sc `' I., -1':.� j I I I I N N /J, / .._ y 1, / I I I I C") M ALL CONTACTORS SHALL BE ELECTRICALLY HELD. ,:I;fj/ 1. , ~ 1 PA�16 I L J o CU 1// LP4 ' -. �.,_ I I L NOTES ,, L-__1 PA-1s POOL EQUIPMENT NOTES: o .r- 'TLCx' SHALL HAVE 240V COILS AND BE MOUNTED IN NEMA 4X ENCLOSURE(S) 00 �' "-- EUL N i- CO PROVIDE 120 MINUTE TWIST TO ON TIMER. 1. TS I 120 MINUTE TWIST TO ON TIMER SWITCH TO CONTROL LIGHTS. �. PANE PA 1. E.C. TO FIELD VERIFY ALL POOL SYSTEM ROUGH-IN °' M - �; 'd� - WP GFI...... > C O I •, LP3 LLLL �..�`� ` / REQUIREMENTS 1MTH POOL SUB-CONTRACTOR AS c o }, �, 2. SEE C NTACTOR SCHEDULE FOR DETAILS. �,I P,cFI WP,GFI -1 ��.1 ♦ o a, (n "� P-10 I, �, "" ,, REQUIRED. NOTIFY ARCHITECT/ENGINEER OF ANY '* : / :�'-R `,�,�, PANEL T 42W CFL WALL PAK, TYP OF 3 � 0)0 / :�'� �..",��'�� REQUIRED REVISIONS TO FEEDER AND/OR BRANCH L' I // Co L L. j "� CIRCUITING. �'$ a / P \ '" 2. POOL STRUCTURE/SHELL EQUIPMENT ASSOCIATED � . N �_ `� / / �� �~ "~' METAL FITTINGS, LADDERS, ETC., RECIRCULATION '� {rte i /. / i a� 11 j. 4 � � I-* 'IT / / } ;' ``� _wP,GFI \ SYSTEMS AND ALL METAL PARTS WITHIN 5-0 OF vi ) c . l �; /' // / '` THE POOL SHALL BE BONDED TO GROUND WITH #8 _ N '� N / �'. r `` "^ LP3 ` �, COPPER AS REQUIRED PER N.E.C. 680. L M C° 4' "/ / /. 1-1. ,. � " `` U d' o 11 j � �� �_ " EQUIPOTENTIAL BONDING GRID, PER N.E.C. 680.26(C), o ai rn ,. WP,GR 1 / f, It, O l / z ,/ . : .......••' 1. 1 SHALL BE PROVIDED AND EXTEND OUT A MINIMUM OFco .,.• WP GFI "-, r� - U 4 ,� 1 P-8 j ...¢.111 1... . /•••• �• I .......... " �. 3-0 (HORIZONTALLY) BEYOND THE INSIDE POOL U �; _ AMM ._.l• "LL91 . .- . •-I• / - _...._.__ WALL AROUND THE ENTIRE PERIMETER OF THE POOL. 4 co E 0 •750 ING .. EE ' U I ------11 - POOL NOTE 3, TYP / /LP7 f''• �........__._ _...........-......_..._..._1_ ,0 a / 5 IL. / ' �J 3. 12V UNDERWATER POOL LIGHT BY POOL4.0 co / � '••. CONTRACTOR. COORDINATE CONNECTION AS N U 41+1 1 " / / I r I 004 N P-18/20 �c, 3/4 CONDUIT 1. I 7- .. REQUIRED. N STUB-UPS 1 p 4. COORDINATE CONNECTION AS REQUIRED TO 12V / i I'•.,• (TYPICAL OF 7) / 1. I'` 1. I TRANSFORMERS FOR POOL LIGHTS, FURNISHED BY 1 I I POOL CONTRACTOR. FIELD VERIFY LOCATIONS WITH 1N.% 1. 1 / I I ' / t s LANDSCAPE ARCH AS REQUIRED. . �F I I . I / / 1 I RVI FOR ALL P-25-f-�� •'••., I % % 1 �`� . I 5' RECEPTACLES WITHIN 20'-0" OF POOL WATER AND . .: % LP3 / / {' ♦ _ 11.11.1111 , FOR ALL UGHT1NG OUTLETS WITHIN 10'-0" OF POOL LP3 l / % '- " r, / WATER. NO OUTLETS TO BE LOCATED WITHIN 5 0 ff ;- P-14 �' �.� 1 , // % �:_ OF POOL WATER. .. 1 / ------ `\ /r'/ i s �``�` ._ �.-:_ _ 1 I EQUIPOTENTIAL GRID _:, j LP3 '/ ...- .....- 3 .............•^-..a•.^' ' I I'll4,,,1111...•''3 1111..., � I -12 � / . 40o E ._ _ \./ / wP,cFl �`''+.�. / / ... 1,11:1\ / :.WP GFI �` / ��G / _ CONSULTANTS I / so9 �` \` / �� ♦ P�, // \ � // // *% %*'�''ti� ♦i� .•�'� / STRUCTURAL �� ♦� 1­1.1 /// / 1 ♦♦ �� j MCVEIGH & MANGUM 3 `♦ �/ 0/ ♦♦ `�\ ENGINEERING, INC. ♦�` --off P-14 ♦� /LP6 3 1. ... ``��----�� WP,G I 9133 RG SKINNER PARKWAY LP3 P-22/24/ �` r JACKSONVILLE, FL 32256 ♦ ._..... ._ PH: 904.483.5200 I I ♦♦ / / : 1. L. I ♦ LP3 / J '� ♦` / MP&FP /r --- �L_40 -.. ,. 1. it _. ,,r 15 , �, ~: MCVEIGH & MANGUM .. I 11 ,�� 1.; " � _� ` ENGINEERING, INC. �J/ ", " r, ,-,, A2 9133 RG SKINNER PARKWAY �, 1. �. � PROVIDE 1 C TO MECH 011 A OX KEYED PLAN NOTES: ui ,f � � '_� (TENNIS BUILDING) TYPICAL JACKSONVILLE, FL 32256 FOR ALL CARD ACCESS LOCATIONS. 1. TENNIS COURT LIGHTS PROVIDED BY THE TENNIS COURT PH: 904.483.5200 �Jl ! ' 11 ,'(�J "~ `'� VENDOR. EC TO PROVIDE ELECTRICAL CONNECTION ELECTRICAL ,lL. ., COORDINATED WITH VENDOR AS REQUIRED. �''l 2. PROVIDE 1"C FUTURE TENNIS COURT LIGHTING. CAP AND MCVEIGH MAN UM ,, wP,GFI - 2 POOL AREA SITE PLAN ENGINEERING, INC. _ // MARK FOR FUTURE USE. 9133 RG SKINNER PARKWAY "" E1. SCALE: 1" = 20'-0" 3. PROVIDE 1-1/4"C FOR FUTURE TENNIS COURT LIGHTING. JACKSONVILLE, FL 32256 o "� 1. CAP AND MARK FOR FUTURE USE. PH: 904.483.5200 `'r / Z i{ / WP,GFI -.w� 10 j ♦" -� 4. EC TO INSTALL JEA PROVIDED (2) 4"C TO JEA J;.� I i ��. LANDSCAPE ARCHITECT o �� wP,cFl \ ♦ ' �""i � MOUNT 8 AFG ON 4x4 STANDARDS, FIELD COORDINATE EXACT TERMINATION 0. L-3 ♦ EMBEDDED POST, TYP LOCATION. z / ,,�/� - EUTHENICS STUDIO 1. �� -. 5. EC TO PROVIDE (2) 4"C FOR TELE AND CAN SERVICE W I . o ♦`�*� �- 1650 BEACH AVENUE O1 ° ``�♦ wP,cFl �_ ATLANTIC BEACH, FL 32233 COORDINATE EXACT TERMINATION LOCATION. U ,. WP G w �: o /� ,\\1`�` " 6. PROVIDE 4"C FOR TENNIS SHOP BLDG POWER SERVICE. PH: 904.246.6219 11 z\ r.t � r , 0 L-33 '; \ �,`�,"�.� ,, 7. PROVIDE (2) 2"C FOR POOL BATH AND TENNIS SHOP BLDG �j 1 f, -�, ~� COMMUNICATIONS SERVICE o % 6 ' �"� REVISION DATE f! . 1 wP,cFl , ,f .. 8. PROVIDE (2) 2"C FOR TENNIS SHOP BLDG O "I I / �/`I '� " " 11PERMIT SET 12/13/13 W1. I / j'/" COMMUNICATIONS SERVICE. o � ° ;l WP LED STRIP LT INTEGRATEDL. I �__�� �, 9. UG SECONDARY ELECTRICAL SERVICE, SEE RISER DIAGRAM 1. APERMIT REVIEW 01/24/14 �_ -1 . I , 41INTO NOSE OF 3 STEPS, T Fl - 10. ROADWAY LIGHTING TO BE PROVIDED BY JEA 2 cn z o , . / ' �" 11. COORDINATE DEVELOPMENT SIGNAGE LIGHTING CONNECTION 2 OWNER REVISIONS 06/18/14 } ///'/7 ' • i `L-29 `�" WITH OWNER Z I ,✓ ". a � - L-31 3 ADA MODIFICATIONS 09/12/14 m1. 1. 4~```"�. 12. POWER I CONNECTION LATION FOR IRRIGATION CONTROL ' (FUTURE} 1. ""� Q1 O /,� L. • . 1. 'LL "' "� y 13. COORDINATE INSTALLATION IN BAG DROP HUT WITH � W f� ,, "" , OWNER/GC. PROVIDE A 15-30-60-120 MINUTE TIMER ° �f` ;` �� `--�- -- - =-= SWITCH IN WP ENCLOSURE FOR LIGHT FIXTURE. } Jt ` < -� _ _ _ _ r Q Q I 1 f / 8 14. D TO ,:, 2 ` r _ � SHUNT TRIP PUSHBUTTONS AND KNOX BOX MOUNTS . - z `''f 13 M2 {jI I If wP,GFt ♦♦` -f' � , D WP GFI 7 WALL - FILED VERIFY LOCATION & LABELING WITH LU N / qC-22 7 1"C TO1.LL' € T-41 `- � OWNER/FIRE INSPECTOR. ~ { LP1 % �'ANEL L E` ``�''--- -' 15. J-BOX UNDER BRIDGE FOR FUTURE LIGHTING. U /,/ 1._1, �I( /_1111 I �� _ _��. , ENGINEER'S SEAL • {(/ // . I/ / -- t ♦ 1__..__....__._._.._......._._..._......._1111.._ _ _„ , •� � ....._._-___ ______.._._..._-..�....�.�..._--_.__...�..................._....._�____��__ I. O h' N. l 1. M2�� • • _::11.11 �� --- ,J . ...._. _ I �(�Y [.. w # N. _ L-42 � � �� `, e �� `� c 10 3 * ♦ wP.GFl \,,/ \�/ \� \�/ f O I 1. I I % -11 ...�.. ... _.I.... _.�._.-.... t►titill ILII//IJl/ ,//; �, ;. 1� ......._ ......._ 1 �� F� 4 \ I t o r, � ' . 41, .1 I s.. ,: !�� __�_ ,, % `�O1. COURT 7 �'. •, 1.. .. 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A w t * 1 .- m #! ` .J, _ "O' DRAWN BY 1 . � ........ ._. ..... .... . 1 9 . aL. 110 JEA - `� - ------ - tcn Y TR SF I; LPI 3 / I I . LL' LEGAL DESCRIPTION O 11111. 1. 1 LP1 t I :, _1 ......... 1 ...1111.... . _-,, _. Cn I ._ ......_ 1 / 1......111...:.. /! _ _ 1 . II I . U_ % 2 I �� I T-10/12,14/16 l ! 1111 COURT--3 / _. . Q 10 _ _ / I / I I T-9/11,13/15 I COURT 4 COURT'9 1 a - _ _1111 / _ 1111_ 1111_ _ __ / II I . L I \ � I O I / ..1111........_ . ........... . _ _ PROJECT PHASE Z / 1 1111. 1111 �.... -- Ilk .. _. 1111 ..._.........,..r \ 1111.._. . 6 I _ _ // `� I _ / L 1 ��.� -"__` Iftft �/ ' 1 PERMIT SET `` _ _ / _ _ _ � / �� _ 1111 1 1 / T$T� 1 :� •. W _ _ / / I LP1 / _ ._ � 1111 '� 1111 1111... PROJECT NUMBER / (�)W(n / _�", .-- 1111 % \ _ _ / _ _ - PANEL T _ 1111_ I18-11- :: / / I / _ 1 3Q LP4_ _ --- J - _ -11. / ♦ 1111 _ (n ,; 'LLL -- - J .-........... ..._.._...... ......._.. � .1.1.11 `\ C') // /' 1 r )� �" \ / \ / \ / \ / �"� �''' -PANEL I o . -� ._ ....... ._.. 11.. 3 1111...-. co 1 1 (�>: _ 2 _ ......... .... . . M n ai v� W I I NEW CONSTRUCTION O -/ 5 COURT 5 COURT'6 COURT 10 1 Q 0 / 4 1 ...1111. 2 2 v w . L-34 FL = _ L-36 I 1 ATLANTIC BEACH, FLORIDA v U I W / ! 1111 1111 _ 1111 1111 ,. a _ 1111_ .1111.. _ _ . cn t 1111..-I _ _. 2D /" T . WP GFI I U U -- 11`11 -�.- _ _ I ATLANTIC BEACH W � 111 _ 1111 --R�---�-•--_...__ � � c ri - c �� 1 � c �� � -�-.. ..rte.-�.�.��.�w:.�r..�.. 111:1 1111 ____ :: \ / \ ,' \ / \ / _ ,.� ....... _.......... ....... 1111..' � 1111: J -� ..► �...._.... _ __.._... _ ... . :' _ _.............�` 1111_ ..__..._.�... �,/ ..__.._.: _ 1111. 0 z f' 11 --------1. -L. - - 1111 1111 - _ _ _ - - - - � . . - _ . . - o -1111 - . . - . . - . . - . . - . . - . . - . . . . . . . . . . - . . - - - . . - 1111 . . - . . - . . - . . - . . 11- L­L1. I -1� . - . . - . . - . . - . . - . . J J _ COUNTRY CLUB W . - . . - . . - . . _ . . I I . . - . . - 1.1 _ . . - . . - - - n () ­ L I :r- o . r� i,�,, _ McVEIGH M M_ 1111 _ ") N Ua ELECTR "�A : V 1111. _ � ..I I I.I I. I I I ENGINEERING - INC `.- �� M N I COORD DIRECTIONAL BORE UN ER11� 9133 R.G. Skinner Parkway S I T E P LAN'.. T_ x ROADWAY AND TERMINATION OCATION Jacksonville, Florida 32256 .* 0 WITH JEA AND ATT AS REQ'D Ph: (904)483-5200 Fax: (904)636-6770 _ R 1 CA 6330 email:mail@McVeighMangum.com ;',� � a 1 ELECTRICAL SITE PLAN Eng.of Record: Thomas G Nielsen License No.: 53492 M - 0 o E1.0 SCALE: 1" = 30'-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the El m0 1 . A'. overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of __these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES A, A FUTURE A v". PRC H WP,GFI L WAp V- -ME.-s"N' kA)V�'Ri VA A'T a LO 0 04 X. GF1 04 CY) Cf) co C) xi U') 00 v. LL 0� 0 LO M-20,22 -4 00 .......................... C C� q 0 0............ 0 0 ........... CD < 7) Cc x Cc U_ 6 LL L6 00 C) LO NT A� co a) C1 3 C� CD A i 123 1 DiNiNG WP,Gn 04 WAP 0 C) U) 0,561 0 ........... —24 M 0 ............ 60 -- ---- L_ 0) WP Gn CL P......... C'3 WP,GFI WP,GFI .......... ...... ........ GF1. WP.GFI K-4 0% iss........... '�E IL CT 0 2 ............A U Cn 'D ................... WP G < .............. CU ............. .................. A LOURS C14 L) FO SEVERAGE 1 127 ....... WINDOW ............ 0) ........... ............ DINING BAR ............. < ............... LO"GIA k4EN'S SEE r2 1�2 M-26 i R. .......... M —40 M-34,36,38 TV DHP-1 .............. .................. 0 E k 1, ............... ........... RIVATE .......... SHC FOOD. '29 REST ROW 3 W1 E N R1'A 7 )E E ..I................ 22L G ............. SERVICE > L .............. ........................ .....................HP-5 .............. ............... ................ ....................... .............................................. ........................... H D. SEE r4 v M M 42 PAN ANEL K E1.1 ........... ........... R ............. COOU HP-7 CONSULTANTS ........... ........... ............... MT E 0MING VEST B�!L� WREWAY (MM LO W) .......... KITCHEN SE S: W IR i 128A MEN'S WOIVEN"Z� �2 .............. ........ .................. 7STR�' PANEL R P HP-6 R OM RESTR MCVEIGH & MANGUM ........... L-14 .............. R BID, LEAVE SPACE FO 0 F* ENGINEERING, INC. FUTURE ATS IF ALT BID IS ALL 14t,-5" AC-16 H 9133 RG SKINNER PARKWAY ............. ............ .......... ......... .............. COOLER NOT ACCEPTED) JACKSONVILLE, FL 32256 PANEL L —4 HE PH: 904.483.5200 L WAP MP&FP A MAIN PANEL 'MDP' /R'S .......... ............... LIGHI �5 FKVA i E HALL HP-3 rm =3 R AC-16/18 M-28,30,32, ELECTRICAi --- F_32 MCVEIGH & MANGUM L 12' ................. ............... VESTBULE ENGINEERING, INC. IVY .................. 9133 RG SKINNER PARKWAY .......... .......... .................. .00� I L C SERAC El 3 JACKSONVILLE, FL 32256 Uj DR'; STORACE HALL HP-9 PH: 904.483.5200 A2 ..................... .......... GFt -GR Gn:, .......... E1.1 ................... ELECTRICAL LU k4LUi'PURP0SE 3'RECEPT'ON A3 NOCY. A -----------­11 07 ::I=(52 ................ .............. MCVEIGH & MANGUM SEE PANEL --------------- -2,4 ENGINEERING, INC. 0Q S�' 3 L SCHED 'AC' L-6 8 S0M 0' G DE:IVPRY ENTRY STbRAu-t, 'ABLE T FOR HP CKTS .......... A —43 Ar' 4 LM CKSONVILLE, FL 32256 HANDIC JA ............. "'13A ..... —8 :1 Z EMA PH: 904.483.5200 ............................. E N .......... ............. r3 LARGED MAIN ELEC RM 0 STATION E1.1 —0" ................. K-20 SCALE: 1/4" 1 A U_ x A ........ WP/GF1 0 LANDSCAPE ARCHITECT ACP A4 OFFt Z EUTHENICS STUDIO W . .... WP/GF1 WP/GF1 ........... ..........>" I - W;�::;;; �::� 100 1 ........... ............................ ..... ....................... WP/Gn Z 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 0 A WP,GFI 3 2 A ... A ........... .......... Z PH: 904.246.6219 Uj r-------HP-213 HP-2A REVISION DATE 0 ............. . ...... PERMIT SET 12/13/13 0- 0 ..................................... 01/24 14 Cn PERMIT REVIEW Z /GF1 A A3 LU OWNER COMMENTS 02/19/14 Z NA.AIN ENTRY P,GF1 3 OWNER REVISIONS 06/18/14 ......................... ............ .. ....... :WP,GFI WAP> ...... . . . ..... 0 MODIFICA11ONS 09/12/14 A ADA A3 WAP 0 TS LL CLUBHOUSE POWER PLAN 4' Z Z ........... —3 TS JS-5 SCALE: 1/8" 1'-0" Z ................ TS-2 WP,GFI ENGINEER'S SEAL 0 Uj Cf) LU 0 saw'." �54 WP/GF1 WP/GFI 0 ...... % LLJ 3492 ........... TATE OF LU F_ 4 OR1q. TS Fy /ONA A A3 WP, Fl:;'� —84 LU L) TS-8 84" CADD DWG. FILE NO. POINT (WAP) TYPICAL ---------------- . ..... 0 CL LLJ A3 TS-6 P,GFI SCALE A2 2 LU WAP ............ .. ......................... ................................. ............ w ASSHOWN _NNIS —9 ON Uj I TS FOUNAINS, M 84* A DRAWN BY A EWC ...................--------.......... A3 .......... TS-7 tcn '4' 144 PNL P 0 LEGAL DESCRIPTION 3: A3 TS-10 84" P-1 1 G TV 1DORMER1 IDORMERi LL 0 M F ...... P-15/17 3 ................... < PANEL AN W—b ------------11AHV1-7 R Li�' P-1 3 0 EMA N Fj PROJECT PHASE Z AHU-5 A 1701 WP.GFI WP,GFI 3 'EMA-1,3 TS-1 3 FIBER PATCH PNL PERMIT SET > —12 Cn ........... TS PROJECT NUMBER M SCHED V NA N .......... LU I I 1 3 M FOR AHU CKTS 17FATC AVE %-21 LU r 3 D 1,33 A 18-11- .................. —3 AHLTZ AHW 1 AHU-213 P-23 25 Cn i TO M-21 \TS-15 —11 142A k�E N',c TS P /3/5 F= VERIFY ........... 40 84" D A LOCATION E21 .......... (2) DED RECEPTS, .DORMER DORMER < ........ ........ GATE .......... ------- .......... Fal P_ 21 & 23 CKTS TS Uj WH-3 PNL TS- WP,GFI 3 A z' N'� ��'A------ TS-32/34/36 CP F- .......... sLLJ ....... F- A3 AHU 0,3 ATLANTIC BEACH, FLORIDA A i i � A^ -dWAP < ..................... CU-1 0 TS-38/40 0. /42 ATLANTIC BEACH Z 0 COUNTRY CL, UB r4 NORTH MEZZANINE ELEC. PLAN r02 POOL HOUSE & TENNIS SHOP POWER PLAN HP-8 0 6 ', Z Z 0 E1.1 MCVEIGH MANGUM SCALE: 1/8" 1'-0" SCALE: 1/8" 1'-0" POWER AND.-. ENGINEERING - INC CN M2 FOR AHU CONNECTION REQUIREMENTS 9133 R.G. Skinner Parkway COMMUNICATIONSLI, Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 PLANS CA 6330 email:mailgMcVeighMangum.com to Eng.of Record: Thomas C.Nielsen License No.: 53492 0 0 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections applytothe El 01 overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of --these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES KITCHEN EQUIPMENT SCHEDULE DESCRIPTION ELEC. REQ'S CIRCUIT REMARKS ............... .......... ................. ........... ................ AIR CURTAIN ACF-2 C> �7 LL- rim>- K-2 C) M L.Li M M S�2 Uj Uj Uj sp 2-W Uj VOLTAGE: 120/208 PH: 3 WIRE: 4 ENCLOSURE: NEMA1 32 LO C> CD C) BUSSING: 225A CU MOUNTING: SURFACE CY im PANEL* K u- M C__ _3 a 1 -:1301-22. 0) -W K- N 0 ........... it MAINS: MLO BRACING: 35 KAIC. SYM. p C14 S/S DISH TABLE CLEAN 72 ES ES CY) CY) INCOMING: BOTTOM LOAD PER PHASE GROUND BAR ....................................... h CU 1 a S/S DISH TABLE OVER SHELF ES GC DESCRIPTION POLE CONT. CONDUIT VARE GND TRIP O(T A B C CKT TRIP GND VARE CONDUIT CONT. POLE DESCRIPTION cuo '1111-11 _0 ............ 0 100A NEMA 4 DISC SW, RaD COORD U') 2 LOW TEMP DISHWASHER ES -__C/PC K-1/3/5 5.9 1.6 a�... ...... 2 20 12 12 1/2 1 AIR CURTAINS FL 208 3 49 A DC C FL 00 .......... 01DOR ......... .............. 4 CONVIEN RECPTS 5.9 DISHWASHER 3 1-1/4 4 8 70 3 0.6 20 12 12 1/2 1 3 1 S/S DISH TABLE-SOILED "L" --C/PC K-4 co C,� ES 5 5.9 0.7 6 20 12 12 1/2 1 WARMER ............ ...... 0 .......... xvl, ............. 8 20 12 12 1 TEA STA ............. ........... 4 1 S/S 2-COMP STEAM TABLE ES -_C/PC DISH HOOD 1 1/2 1 12 12 20 1 7 0.6 1.2 1/2 9 4 Q 0 1/2 8 1 S/S 3- COMP SINK (KI ES PC MICROWAVE 1 1/2 12 12 20 1 1.8 10 20 12 12 j COFFEE STA cc Cc U_ -w CU K 2 9 1 S/S WALL SHELF W/ POT RACK ES ES HOLDING CAB 1 1/2 12 1 12 20 11 1.1 8 1-1 1 0�,­ 12 20 12 12 1/2 SODA/BEER CASE U_ ......... ............ .......... -------- ------ .............. ............ .......... 14 1/2 1 HOLDING CAB 1 1/2 12 12 20 113 1.8 0. 9�9 _3,! 20 12 12 CONVEN RECPTS 0 7-7=_ �7 10 1 MANUAL SAFETY SLICER ES ES 120 1 3.5A C&P K-28 Ln 16 20 12 12 HOLDING CAB 1 1/2 12 12 20 15 1.6 1/2 1 MICROWAVE .................................................. .......... .................................................................... ................................................................................................ ......... ................................................................ .......................... ................................... .................... ................................................................................................................................................................................................................................ (D 2 U') C) COORD SWTCH LOCATION WTH HOOD VENDOR ....... EM 117 1.6 0.8 18 20 12 12 1/2 1 MEGA TOP REFRIG = CO co co 11 1 DISHWASHER HOOD 6 -611X4)-0" 0 GC 120 1 5A DC K-7 AND OWNER WARMER 2 1/2 12 12 20 S S 19 1.6 0.6 20 20 12 12 1/2 1 CONVIEN RECPTS HOOD HOOD CON 14 3 FRIALATOR W/ WARMER) ES C PC 120 1 6.4A* C&P ES K-38, K-42, K-46 SHUNT-TRIP 8 .......... ...... ........... ........... .......... .......... ................. ........... ....... ........... ....... ........... K� 21 0.4 1/2 PACKAGE 1.0 22 20 12 12 CONVIEN RECPTS C) (0 (P DP WARMER 2 1/2 12 12 20 'xi 47" CHARBRO ERJ FLAT TOP 6 .. .. ........ .......................................................................................... ........... .......... ................ ........ ........................................... ................................................................................. 23 6 0.9 24 20 12 12 1/2 1 2-DR REFRIG 1*r�"�,��,,��Iil�,xl �c 0) 0) < 38 26 20 12 12 1 2-DR REFRIG K-37 FLAT TOP REFRIG 1 1/2 12 12 20 25 1.5 0.9 1/2 A-% g 7 77 77777= 16A 1 PORTABLE NAT GAS GRILLE ES PC 22 _"'_1 --f-no ES 208 1 15.1 A DC K-17/19, 21/23 ........... CD .......... AR, 20 /2 T 0 ................ ........ ........................ ........... ....... CONVIEN RECIPTS 1 1/2 12 12 20 29 ........... 03 1.6 30 2) 12 12 1 MICROWAVE U ................. MM 17a 1 FOOD WARMER -FULL SIZE -6 -3 ES 120 1 5.8A C&P TEA STA 1 1/2 12 12 20 31 1.2 0.4 3_2 20 12 12 1/2 1 CONVIEN RECPTS K ------------ .......... cc K-2 K-14 C 37 COFFEE STA 1 1/2 12 12 20 33 1.8 0.1 4 20 12 12 1/2 1 SHUNT TRIP PWR ..... EM-44 K-14 C CU 18 3 SALAMANDER BROILER-GAS ES PC Cq 1/2 12 12 20 35 36 SHUNT TRIP SEF-1: EM-17/19/21 WRE CKTS TO HOOD CONT PANEL, THEN TEA STA 1 C14 19 2 EXHAUST HOODS (CONTROLLED TOGETHER) 0 GC SMS SMS SMS SMS ES ........... COFFEE STA 1 1/2 12 12 20 37 1.8 0.8 'kj 38 20 12 12 1/2 1 FRYER KEF-1,2: EM-23/25/27 EXTEND TO KSF-1, SPLIT/EXTEND TO 7 51 KEF-1 & KEF-2 ON ROOF. EXTEND CKT SPARE 1 K 40 SHUNT TRIP LTS/CONTROLS- EM-29 20 39 K-35 -26 TO HOOD LIGHTS. COORDINATE WTH 0�'e 1/2 1/2 CHEF BASE 1 12 12 20 141 11,1 .8 42 20 12 12 1 FJKR- 0.7 0 114 VENDOR FOR CAT5 WRE FROM HOOD N." 2 MEGA TOP REFRIG 1 1/2 12 12 20 43 0.8 44 SHUN I I NIP 14 i K- ............ ND 16/2 WRE f .......... 0. 12 1 0.2 46 20 12 12 1 19 /2 1�-29 ENSORS MTD IN FUTURE REFRIG 1 1/2 2 20 45 1 RECPT UNDER HOOD .......... -17/19 AUST DUCT. SHUNT TRIP 2 22.1 19 SPARE 1 20 47 48 150 I D C 20 2 REACH-IN REFRIGERATOR-1 DR ES EC 115 1 7 A C&P K-41, K-45 SPARE 1 0.2 50 20 12 12 1 RECPT UNDER HOOD K-18 17 ....... 114 K-110 0= N- -7 -V a -12 K 1 -56 SPARE 1 20 51 SHUNT TRIP lip F ES EC/PC 208 1 38 A C&P ES K-53/55, K-57/59 -29 .......................... ........... 53 .0 1.1 54 20 1 SPARE .......... ............. qDEMr14.1.6...................... ........................................... STEAMER 2 1 6 10 50 FOOD SVC RE A 24 1 STEAMER ; ES ES 55 , 4.0 0.2 56 20 1 1 CEPT t 22 4 MICROWAVE, COMMERCIAL ES ES 120 1 13.2A,C&P ES K-99 K-27t K-16, K-30 57 4.0 58 , 20 1 OVE STEAMER 2 1 6 10 50 B 2 59 4.0 1 601 20 1 SPARE A E .......... 26 2 S/S WALL SHELF ES GC -44 I EM TOT�L KVA PER PHASE 25.5 23.4 1 28.4 CONN DEM DEM 0-20 ........................... -8 -15 i EM j EM 30 4 S/S HAND SINK W ES PC 23 CONSULTANTS _ 77.3 LOAD FACT LOAD 2 X, .3 ........... ...... BEER FREEZER NOTES: 3.3 NEC 3.3 18* se 31 2 DROP-IN POST MIX DISPENSER ES -C/PC 115 1 11.5A EM-30 BOTH SAME CIRCUIT LIGHTING LOAD -- 1.3 32 1 ICE MACH. CUBER-HALF DICE ES PC 115 1 1.1A C&P EC EM-22 -43 1. + INDICATES RED LOCK-ON ATTACHMEN1 FOR BREAKER. HVAC LOAD 0.6 EM-8 EM-15 MCVEIGH & MANGUM 32a 1 REMOTE CONDENSER UNIT PC 2081 1 40A DCt EM-18/20 ES 2. PROVIDE 'HACR' RATED BREAKERS FOR I-VAC EQUIPMENT. EQUIPMENT LOAD 1.0 K 32"'1 C ENGINEERING, INC. 3. ALL SINGLE POLE BREAKERS SHALL 3WD' RATE 33 1 ICE STORAGE BIN ES PC BE D. KITCHEN LOAD 73.4 0.7 47.7 9133 RG SKINNER PARKWAY MICROWAVE 4. INDICATES GFCI BREAKERS. TOTAL LOAD 77.3 51.6- :D�22 33a 1 ICE CARTS ON SHU JACKSONVILLE, FIL 32256 V .................................................................. .......... ......... ....................... ----------- ------ j�",'�/-!jg 5. PROVIDE HANDLE TIES FOR MUL11WRE BRANCH CIRCUITS. 143 PH: 904.483.5200 .......... ......... ...... ........................... .......... . ..................................... 34 1 36" S/S COCKTAIL STATION -29 K MP&FP 38 3 32" MEGA TOP REFRIG (DRWRS) ES EC 115 1 6.5A K-18, K-58 I 1 1, jr,." 10 ............... FU11JRE 2-DOOR, DBL STACK 9.10A PER SECTION: 1 OA TOTAL MCVEIGH & MANGUM CONVEC11ON EC K-50, K-54 ES 120 1 CIRCUIT PER SECTI SHUNT-TRIP A ENGINEERING, INC. o". EM-" :0 K-26 46a 3 FIEW VERIFY MOUNTING HO(;HT C&P .2 DR UPRIGHT 9133 RG SKINNER PARKWAY 2 DR UPRIGHT I., -7 COOLEF RURIG RERIG EM EM 7 Uj 46b POS PRINTER C&P FIELD VERIFY MOUNTING HEIGHT JACKSONVILLE, FIL 32256 2 K-15 D 128 PH: 904.483.5200 3 ICED TEA MAKER wLDI�P�EN ER 0 EC 0 51 120 1 15 A C&P ES K-31. K-35, K-8 VENDOR SUPPLIED LU K-24 "A ELECTRICAL 3: 52 3 COFFEE MAKER 0 EC 120 1 20 A C&P ES K-33, K-37, K-10 VENDOR SUPPLIED *K-1 3 .......... MCVEIGH & MANGUM ......................... 53 2 ES E:, 36" WIDE GAS RANGE- ES PC ENGINEERING, INC. K-22 K-33 C 208 3 9.3 A EM-1/3/5 A Ell : I ........... ................. ................................ .......... K-11 11 . :� 9133 RG SKINNER PARKWAY C ................ k 52 _�EM-7 0 D86 M 56 1 WALK IN COOLER ES --S/EC 115 1 1.8 A DC 7� JACKSONVILLE, FL 32256 K-20 120 1 2 A -I-_17-1- PH: 904.483.5200 z -45 K 0 208 3 28.8 A EM-9/11/13 , i 4) 0'. 51 �.���: .......... PEMP 9K# I _S/EC 115 1 6.3 A DC EM-15 K 1 F 57 1 WALK IN FREEZER ES 120 1 3.2 A 3(. D 1 5 `ATS9 0 19�j±#5 LANDSCAPE ARCHITECT U_ PRP U--�EM-38/40 EUTHENICS STUDIO 208 3 15 A _�EM-2/4/6 ------ z /42 59 1 WALK IN COOLER (BEER) ES ---S/EC 115 1 1.8 A DC -8 U) EM 120 4 A 1650 BEACH AVENUE z ------ ...... ------- C 0 1...-.:'.­%�$.............. ...................... ATLANTIC BEACH, FIL 32233 K-ZU 0 i�� ............ Ll M V 61 11 SHEL\(ING. POLYMER COATED ES GC z 'MD 0- PH: 904.246.6219 T 62 BEER TOWER- 4 TAPS ES PC P Iz_ 34 EM-36 ---------- 91L C C REVISION DATE 36 A Ki� C R DRAINER ES PC Y", .......... -------- ................ ........... C ........... ........... ............................. 0 BULK CO2 TANK L 66 SD SD PRESSURE FED PERMIT SET 12/13/13 FE 011F'7'n��,�_,., K-22 ............. _j ................... 77 .......... 7 69 8 S/5 ES GC :.r H 11 -.,. ........... ........... ML3 .......................... M-33 ............. .......... .................. K-2 J INA 69a ELF OWNER REMSIONS 06/18/14 z 17= z </ Uj ...... 09/12/14 6v ...... ........ 69b 3 SL5 WHEELED WORK TABLE 2 ADA moDinCA11ONS > .............. o. z < 70 3 S/S HAND SINK @ WAITSTATION ES PC .............. ................... h, ........... 3 75 1 S/S 2 COMP PREP SINK ES PC 33 ............. ............ 0 j: 120 1 16 A C&P K-9, K-11, K-13 2 84 3 HOLDING CABINET ES EC 146 in::i� 0 -4 0 EM _28M U_ EM-28 T SD -_C/PC 115 1 6.5 1 SODA "BAG IN A BOX" RACK A C&P MCCANN'S 43 SERIES/EQ ON I 85 ZA F z 2 P < 86 COOK AND HOLD ES EC R", z F 101 COMPUT-R (OFFICE) ........... PHC ['C/PHCI SMS SMS SMS C&P SMS EM-34 EM 34,� Uj 0 GC 103 2 3 DRAWER METAL FILE CABINET .......... .................... 7 ��'1 M-33 ENGINEER'S SEAL D 104 OFFICE �AXPRI�TER 0 0 .......... v S D WATER SOFTENER E C/ES 24 SMS SMS DC SMS EM-36 ....................... jr 0 A LU log 1 WATER FILTER ES DC/ES 120 SMS SMS DC SMS EM-36 M, V ----------- 112 1 S/S WA 0 0 --------- �.j .......... FLAT TIP REFRIGERATOR - 2DR ES EC 115 1 12.0Aj C&P K-25 j IV ........... Z� M-31- 0 K-29 ....... 0 114a �7" UNDER COUNTER FREEZER ES EC 115 1 4 A C&P ......................... .................... .................... ............. ...................... ........................... . ....... Uj 36 REFRIGERATED CHEF BASE ES EC 115 1 6 A C&P ES K-41 .................... ... .... ...................... M Pe ... ... .... ---------- . ......... .................... ........... 49 0 0 �7 120 Cn 00, 128 2 UPRIGHT TWO SECTION REFRIG ES EC 115 1 7.4A C&P ES K-24,26 .......... % .......... ........ ...................................... ....... ...... ........................................... ............. STATE OF 150 C" 115 1 8.OA C&P. ES f�. 1 SOFT DRINK BEER DISPLAY CASE ES E M ..040RIV-19 et.� 01100OW0600 S/ONAL /�2 BAR POWER PLAN KIT z z W 0 1\�.2 SCALE: 1/4" 1'-0" 1\�_2 SCALE: 1/4" 1'-0" D CADD DWG. FILE NO. 0 0 cr BAR EQUIPMENT SCHEDULE a. DESCRIPTION ELEC. REQ'S CIRCUIT SCALE Cn AS SHOWN D ABBREVIATION LEGEND DRAWN BY tcn C-) C-D C=) C.) M LLJ M MIMI V) LA_j LLJ LLJ 0 U) C� U_j C r) 0:f _< _< LEGAL DESCRIPTION >- C> >_ cc:> C) 1 3: c3r Cn U_ M C.) M C.)0_1 O_ OWNER T 1- 7 1 S/S HAND SINK- WALL HUNG ES PC LL GC-- GENERAL CONTR 0 34 3 36" S/S COCKTAIL STATION ES PC .................................. ..............................I............................................................................................................................................................. .........................................................I.............................................................................................. ................................................................... ................................................ ES - EQUIPMENT SUPPLIER 35 1 18" BLENDER STATION SINK ES PC 0 ................. ------- ..................... ...... .............. ........... --------- ................ ....................................... ............... ................ ............... EC-ELECTRICAL CONTRACTOR z 36 1 BLENDER ES EC 120 1 12 A C&P ES M-35 PROJECT PHASE 6 ........................................................I.....................................................................................................................................................................................................................................................1 11.1................ ................................................................I...............­................................................................................... ..................... ............. ..................... ...................... NAT-NAUTICAL FURNITURE W 42 1 FLAT BOTTLE COOLER, 4 FT ES EC 115 1 5.2A C&P ES M-33 PERMIT SET > ..............................................................................I.....................................................................I..............................--1............................................................ .............. ........................ ..........................I.........................I..................... .......................................................... ........................................................................-.1................ .................. ............................................................ ............................. of I-C PC- PLUMBING CONTRACTOR LU 1 S/S 3 COMP BAR SINK- 4 43 ES PC P JECT N MB ANITY 44 1 GLASS FROSTER, 48" L ES EC 115 1 6.2A C&P ES M-33 FOOD SERVICE AREA ELECTRICAL NOTES: Cn 18-11- SAT-ATLANTIC SATELITE 46 1 COMPUTER/ CASH REGISTER 0 EC 115 1 1.5A C&P ES EMA-7 ........................ ......................................................................... .................. ........................................................... .................... .............................................................................................................................................. ................... ............................................. 1. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS FOR ALL EQUIPMENT WITH OWNER AND KITCHEN VENDOR. SAS-CUSTOM SIGHT & SOUND 00 62 BE ES PC 2. E.C. TO VERIFY ALL EQUIPMENT ELECTRICAL REQUIREMENTS AS REQUIRED PRIOR TO ROUGH-IN. E.C. TO _j < 63 2 CENTURY CITYPOWER PACK ES EC 208 1 30 A EM-10/12, EM-14/16 PLUG & CORD TWST LOCK (4-WRE) SD-SODA DISTRIBUTER PROVIDE MATCHING RECEPTACLES AS REQUIRED. Uj ........... ------- .............­................ ....................... ............ ................ .................. ........... ................ .........__.............. ..........................__ W SMS-SEE MECHANICAL SCHEDULE 3. ALL 120V, 15A AND 20A RECEPTACLES IN KITCHEN AND BAR SHALL BE GFCI. 65 TOP MOUNTED BEER DRAINER ES PC ............................................................... ...........................................I......................................... ........................................................................................ ..........................................................I........... ............................................................. ............................... ......................................................................................................................- ................................................................................................................................. 4. COORDINATE FOR SHUNT TRIP INTERLOCK OF EQUIPMENT UNDER HOODS NTH RESPECTIVE HOOD FIRE W loo 4 BOTTLE TIERS @ BACK BARS NAT EC/NAT --------- SUPPRESSION SYSTEM. EXTEND SHUTDOWN INTERLOCK TO GAS MAIN VALVE AS WELL (VALVE TO BE 0 137 1 60" NNE COOLER- 2 DR ES EC PC 115 1 5.5 A C&P ES M-31 RSM- RAM SHEET METAL MANUALLY RESET.) ATLANTIC BEACH, FLORIDA ------------- DC- DIRECT CONNECTION TO A DISCONNECT 5. CONTRACTOR TO INCLUDE ALLOWANCE FOR UP TO 5 POS STATIONS IN KITCHEN AREA AT LOCATIONS TO BE X ARS, PER PLAN ES GC .........................................................................................I.............................................I........................... ........................................................................... ........................................................................................................ ......................................................................................................................................................................................................................................................................................................................................................... 0 0 D 138a 2 S/S CO RS, PER PLAN ES GC RE: ELEC DRAWINGS DETERMINED BY OWNER. CIRCUIT ALL TO EM-35. ATLANTIC BEACH L I Cq z 0 COUNTRY.CLUB b McVEIGH MANGUM 114, KITCHEN AN ENGINEERING - INC 9133 R.G. Skinner Parkway POWER PLANS Jacksonville, Florida 32256 0 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mailgMcVeighMangum.com Eng.of Record: Thomas C.Nielsen License No.: 53492 0 0 cri 0 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the El 82 j. 2 A overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthodzed use of _these materials can resuR in substanfial criminal and civil liability. \ I I I WINGS I I I/ NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES - I - --- =::�l __ =_ - _� // - - -�, I - Z__ -_ I I -_ - :: I --- _. -.___j______-.-..-----� I 11 I , I - -`- . I .1 ,� .1 :.: . . .� . - , --- .& I I I �. 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I I PROJECT PHASE � L , L . / L , , ' L L I . , . : 4__...�­_�­ I � . I . . I I I o . I I , I I ., -_--- I L I __ ._ � .............11... ...­- -, I . L I I I I : 'L ,. , I . I L 0 =T--]= D=A , .� , I'L . I L I L . I L L L / : I:1 . 11 I . . .I D,S, : I I . . L i f : I I . / i ; / L I . I I . � z 0 : / . I L / I � ! I I : ' ­ . .1 I I .11 PERMIT SET . I / LL 6 : � I I . I � I I I I I ; / L I I . . . I : I I Uj : 1 1 . I i , I L i i I I'll . I I: /, . > L L I _ % , 'L''.L 'I ,' ' ; ; I I 9 ; I i L L I . I i w : � PROJECT NUMBER ; I LU INSIDE DORMERS, APPROX i I' I L / I I I '/'L' '­ ' I '' ' 1 L L L ; I : I I L I �/ � i . co ? / L I Uj 12" BELOW WINDOW, TV : I L � . . i, I � . , ft'L' '­­,. ­ .L : L 11 I'LL ' ' '" . I I I 1 18-11- i I : -___- - ---------- I= : . 1 --:-'_-_­_L-- I I ; I : I/`�.. L I I . L I . . I I I . L L I o /L. ­­_L ,I.", L.,­­ .,,I­­­­­�111�L'L" I. � i 1 L L I . I I I . -'L,,­.­ I J' 'L. _I . (n � 1�...........�...................-1-L I I . L L ___, L 11 L.L- i __­_:_-'-­ �_ � = L I----------- i D,�jj­7--, L'.L ...:������717�1"."..1.L.. X: _ I I­�...�'­­_:­ :­:�-�'e -L.: _L',_ .1.I, ...... 0 �:4 :f'--�_,Z­........%­­:',',,",'__ -------- __ L E 0 _j C) _j 1;.: < NEW CONSTRUCTION 171 Uj ill: of V D (i �_ I 0 0 W 6: I'_ ATLANTIC BEACH, FLORIDA 4- 'F 0 0 0 w x < lee�2 POOL HOUSE & TENNIS SHOP ELEC ROOF PLAN- 0 x z ) 0 0 1* ATLANTIC BEACH M =) ,,.,�.3 SCALE: 1/8" = 1'-O" a le) �4 I z COUNTRY CLUB ._: LAJ 0 1, le-1 w re) 0 f'*A T TM � 'I "��,, , CD ��I ':.�_,L­�' �L 10 6 MCVEIGH & MANUU ' __LL ' ",___� K) � , - 1 . .1 , .,,"�-, ' .� I- -� ELECTRICAL , 1, I ..- 't ENGINEERING - INC 'I'`_.' I I �L- V) 0 L� -I 1. " I to 0 9133 R.G. Skinner Parkway ROOF PLANS ` I -, _1� C14 Jacksonville, Florida 32256 - I I I I 11 <1,�. r;i �_ :- ,� � " 91- m: Ph: (904)483-5200 Fax: (904)636-6770 11 11 I 1, - , I.- , " 1* 0 CA 6330 email:mailgMcVeighMangum.com 1.I'll I I x Eng.of Record: Thomas C.Nielsen License No.: 53492 -I 4z. >_ 1* q- - 0 4z 0 co 1� 0 -, - �� These materials are copyrighted and protected under Section 1 02 of the Architectural Works Copyright Protection Act of 1 990. The copyright protections apply to the E 1 m 3 '' I - . overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of I I - ��.� - I 4, 11 I I Ii. : z 9 __j fl I I 11 P M1, �79i �.11 i I I :' -these materials can result in substantial criminal and civil liability. � - I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES W7 w7 A4 PRIOR TO CONSTRUCTION. SEE GENERAL NOTES .......... Lit A AS 1. f AS.......... 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I11 2L8_j D SERViCE D.................. ...........0 ............ ............L.............W4 st-i"OE PRIVATE MA SHIK ...........VESTIBULE WV7 ................... ..................AREA 4 .......... ............. ...........................`29A —mum ........... .......... ........ ..............................D.......... :.... :... I.... ,;,........................................... I ---------- ............. IMNING,W2 ................... ......... ............... .......... ................C L)C' .............. ....... ............................ 4'UL ................................ ........... ................. ....... ......................... ...................ANDI W11 O' 7 ItE S T-4 4 ........... ............... U.............. COOLER F H'-LZER' ............................ ....................... ............... ........................................ ....... ........ ............................................. ....................................... ........... .......... CONSULTANTS 4 VV WT .......... C A—V 5 ___ f I ,.................... ....... ........................................... KITCHE,41 ... ........ .............. ............. BE ES D D............C NO L .................... ..................... ............ —SECURITY ........... WP WO EN ............................ ............................................ ......... ............ ......... MCVEIGH & MANGUM . .................................. ................ LIGHT ........... ENGINEERING, INC. I ............................ ............. ........ L-9 W7' VV ............ D -NOTE 4 C 7/MEN' 9133 RG SKINNER PARKWAY IW2 -------.......... ............I�'ES RO 0 M IPA JACKSONVILLE, FL 32256 ............. ............ C..................... ............I ................... .......... -*RC4 PH: 904.483.5200 .................71:1, ........... ............. .......... ............W4- L.............. .......... ............... "OLER ......................C ...................... D CA-9-A 114.............. ....................................11 MP&FP " W9 V;V ................... ................. .................... .......................... .................... ................. ........13...................... ........ ........ ................... ('A......................... ...........—2 EMA M LECr? CVEIGH & MANGUM —15 I C A�L*�............ —SECURITY 9SERVICE............ S, ............L' 1111.1-1-111 -1 L' M — 'i I I f . I.4 .......... ................ ... .................. �`! f," ............. ..........------ RE" TROOM ENGINE W3: LIGHT W3 L—1 3 WP L H k-j-'WOM E N S AS AS W4: --_, 3 EMA— W AS ERING, INC. .......... ...........IPLAN NOTES: JACKSONVI LE, FL 32256 D W9 /4\ < D .......... 1. SEE ALSO E1.3 ROOF PLAN FOR TOWER AND DORMER LIGHTING PH: 904.483.5200 ................A U C.................. 1-iAL'Uj 2. ALL DOWNLIGHTS ARE TYPE 'A' UNLESS OTHERWISE NOTED W9 ........... qi ELECTRICAL WA:j'19 t4 KUZ.IE-V RSHIP .............................O"FICE AREA L-21. 3. ALL SCONCE LIGHTS ARE TYPE Wl' UNLESS OTHERWISE NOTED W C .......... .. ........ MCVEIGH & MANGUM ...........S 7.5 -_-L 2 ..........YF�IF L . 4. MOUNTED ABOVE COOLER/FREEZER FOR STORAGE AREA ENGINEERING, INC. ............................................W1 0 4^1=3 "V![ ..;4 TR -f)i .R.Y C Y. 9133 RG SKINNER PARKWAY D D D .......................... HAND ......... .... ...............E 5 TR JA K NV LL S-O RS ............. PH: 904.483.5200 .. ......................D2 z ............. ........................................ .............................0 S ThA Ti ON C ......................... ........................................................... ...........ILL *:'�,­­:­�. ................W2� W2 LANDSCAPE ARCHITECT .............................................................................. g i 5jj 0 .........................................................E ........... EUTHENICS STUDIO IOFF U F 0 RN z ....................................... .. ................. .............. ..............Cn .......... 1650 BEACH AVENUE z 0 ATLANTIC BEACH, FL 32233 C3 UPLIGHT z PH: 904.246.6219 Uj SEE SITE PLAN SEE SITE PLAN ON CABLE 1z T FOR UPLIGHT.......................................... REVISION ATE D UPLIGHT 0 W2", ON CABLE W2 PERMIT SET 12/13/13 A 0 ....................I1 PERMIT REVIEW 01 24 14 .............co z Uj .......... L-27� FIRE PLAN REVIEW COMMENT 01/30/14 Iz W6 W6 CLUBHOUSE LIGHTING PLAN I OWNER COMMENTS 02/19/14 ........ ....... ....................................................C0 ........... z ................. SCALE: 1/8" 1'-0"I�001 A 0 OWNER REVISIONS 06/1 8/1 4 I0 ADA MODIFICATIONS 09/12/14 U_ ................................................................... .............z ............ ..........z .......... IAS S S III .......... ENGINEER'S SEAL ............. .......... ........... ........................ ........... ......................C8:0 Uj AS AS AS A i /�,(�R 7,C _H co DOWN I............. ... .........W7 ............ .... ......A 2 11 LL . I I : . .I I.................... ............0 A 0 4 W AS As A21' AS No.a- ..................... STATE OF IA 4 Uj 10I 4 OR I'D S A I N A\- AS A A21. W7 S &­1 OV Uj F CADD DWG. FILE NO. 0 L)a. —20 TS LU W6 W6 W6 W7 —22�-TS- SCALE ..................................Uj —7 P........... D Uj `)N D...................(n ASSHOWN T�NS -0, �1 O D C RECEPM...... ...... DRAWN BY A 4 .......... r N ................. TS— F N 24' tcn AS LEGAL DESCRIPTION 0 OA; W1 U AS AS 0 CD C C N S D D—P-9 UL 0 5.......... r .......... .......................C ..........Z A 0 z PROJECT PHASE 2 ........................... .......... ..........Uj ........... PERMIT SET W6 > ...........S Uj C C C II ................... ............. PROJECT NUMBER (n ......... .................La S AS As L; C.. ............. . .......D 18 ............................L ...................... ........................................ ............ ....................IHAN'�,�_�'AP H A N C A P TS—20 .......................... ....................06 RFSIPOOM 45A .......Z2 ..............................(D 0) C ................ ............TS-26 ............ .................................... .............Uj S NEW CONSTRUCTION ............................ . ........IW6 W6 W6 ...... ............ ...5 Uj W11 0 F_ C M E H........... 1. W6 ATLANTIC BEACH, FLORIDA ............ ......................... ............................. ............ ............ ATLANTIC BEACH C4 z W6 W6 0 COUNTRY CLUB re) L)0.1 ftIIIIIIIIIIIIIIIIIIIIIIIIIII� N 0 �2 P 0 r0I RTH MEZZANINE LIGHTING PLAN- OL HOUSE & TENNIS SHOP LIGHTING PLAN z V- McVEIGH MANGUM E2.1 SCALE: 1/8" 1'—O" E2.1 SCALE: 1/8" 1'—O"C4 C) ENGINEERING - INC 04 913 3 R.G. Skinner Parkway LIGHTING PLANS Jacksonville, Florida 32256 1* A Ph: (904)483-5200 Fax: (904)636-6770.71 CA 6330 email:mailgMcVeighMangum.com(0 Eng.of Record: Thomas C.Nielsen License No.0 0 0 These materials are copyrighted and protected under Section 1 02 of the Architectural Works Copyright Protection Ad of 1 990. The copyright protections apply to the E2ml overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of-.these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS GENERAL PLUMBING NOTES PLUMBING LEGEND ABBREVIATIONS PLUMBING FIXTURE SCHEDULE PRORTARCHITECT U°IONS. SAND EE GENERAL NOTES COLD WATER PIPE AFF ABOVE FINISHED FLOOR DESIGNATION MANUFACTURER MODEL# FIXTURE DESCRIPTION CONNECTION SCHEDULE 1, IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS USED BTU BRITISH THERMAL UNIT WASTE VENT CW HW WATER SOFTENER SCHEDULE CERTAIN ABBREVIATIONS, CONVENTIONS, AND SYMBOLS, THE - - HOT WATER PIPE CONN CONNECTION 14-3/4"HIGH VITREOUS CHINA WATER CLOSET W/ELONGATED BOWL MEANING OF WHICH ARE ILLUSTRATED AND EXPLAINED WITHIN THE CW COLD WATERFLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-111 ES-S(1.6 GPF) ED EQUIPMENT DRAIN LEGEND. SOIL OR WASTE PIPE WC-1 KOHLER K-4350 PROVIDE SLOAN EL-154 TRANSFORMER 3" 2" 1" - PLAN MARK WS-1 4670-C OPEN FRONT 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO VENT PIPE EX EXISTING SEAT(NO LID): KOHLER LUSTER K- MANUFACTURER MARLO INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND GENERAL FL FLOOR 17-1/2"HIGH VITREOUS CHINA WATER CLOSET W/ELONGATED BOWL(ADA) ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE - -I 0 TURNED UP FU FIXTURE UNIT WC-2 KOHLER K-4368 FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-111 ES-S(1.6 GPF) 3" 2" 1" MR-300-3-TWIN FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE PROVIDE SLOAN EL-154 TRANSFORMER - MODEL DESIGNATION AND NO. -ALT-PWS INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES - -.+-� TURNED DOWN GC GENERAL CONTRACTOR SEAT (NO LID): KOHLER LUSTER K-4670-C OPEN FRONT WILL NOT BE REQ'D. GPM GALLONS PER MINUTE WATER ANALYSIS HARDNESS- GRAINS/GAL. - N LO TEE, OUTLET DOWN HW HOT WATER WALL HUNG VITREOUS CHINA URINAL W/ELONGATED RIM M N 3. COORDINATE WITH THE OTHER TRADES TO INSURE THAT EACH .. IN INCHES U-1 KOHLER K-5016-ET FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-186-1.0 ES-S (1.0 GPF) 2" 2" 3/4" - IRON - PPM N/A v 0 M TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR TEE, OUTLET UP MIN MINIMUM PROVIDE SLOAN EL-154 TRANSFORMER �- �n -Ca EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.). DISSOLVED SOLIDS - PPM N/A oc CD PC PLUMBING CONTRACTOR LL' a? o opo T&P TEMPERATURE AND PRESSURE SAN OR S SANITARY WALL HUNG VITREOUS CHINA URINAL W/ELONGATED RIM ADA CONCENTRATION H N A °' °' 4. IN GENERAL, PIPING SHALL BE RUN ABOVE THE CEILING UNLESS (ADA) - P / ai c-� RELIEF DRN. PIPING U-2 KOHLER K-5016-ET FLUSH VALVE: SLOAN OPTIMA SENSOR REGAL PRO-186-1.0 ES-S 1.0 GPF 2 2 3/4" - o o M NOTED OR INDICATED OTHERWISE. V VENT ( ) F ED EMERGENCY DRN PAN PIPING VTR VENT TO ROOF PROVIDE SLOAN EL-154 TRANSFORMER INLET WATER PRESSURE - PSIG 30 MIN. Urn 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD x Q DIMENSIONS. WR WATER VITREOUS CHINA COUNTER TOP LAVATORY WATER TEMPERATURE - DEG F 70.0 GATE VALVE W/ WITH - _ �� 4 T coU_ CU 6. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. W/0 WITHOUT FAUCET SLOAN ELECTRIC HAND WASHING FAUCET ETF 600 CONTINUOUS SERVICE GPM ® 15-PSIG PRESSURE DROP 134.0 L-1 KOHLER K-2196-4 PROVIDE SLOAN EL-248-40 TRANSFORMER 2" 1 1/4" 1/2" 1/2" FLOW RALE PRESSURE RELIEF VALVE �� �� �, N �P_ W WASTE TRAP- 1 1/4"CAST BRASS WITH C.O. PLUG PEAK SERVICE FLOW / ��_,� 00 0 0 7. PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNEC11ON DN DOWN GPM ® 25-PSIG PRESSURE DROP 230.0 SUPPLY-3/8"ANGLE-TYPE WITH STOPS cn 00 a� co TO EACH PLUMBING FIXTURE. C"4 ~ � o c� (0 BALL VALVE HW HOT WATER HWR HOT WATER RETURN WATER METER SIZE - NPS / QUANTITY 4" / 1 .L M � 8, PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, VITREOUS CHINA WALL-HUNG LAVATORY(ADA) U o FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A COMPLETE FIXTURE PLUMBING FIXTURE CO CLEANOUT FAUCET-SLOAN ELECTRIC HAND WASHING FAUCET ETF-600 MANIFOLD PIPE SIZE - NPS 4 ,� 0a)0) SYSTEM. DESIGNATION (UNDERLINED) WCO WALL CLEANOUT PROVIDE SLOAN EL-248-40 TRANSFORMERca L-2 KOHLER K-2005 TRAP- 1 1/4"CAST BRASS WITH C.O. PLUG BACKWASH TO DRAIN PIPE SIZE - NPS 1" tl a F 2" 1 1/4" 1/2" 1/2" U � aiEFE 9. PROVIDE CHROME PLATED ESCUTCHEON PLATES AT ALL EXPOSED HOT WATER RETURN PIPE SUPPLY-3/8"ANGLE-TYPE WITH STOPS N0. OF MINERAL TANKS 2 a O WALL PENETRATIONS AND CLG. PENETRATIONS. PROVIDE O T TAILPIEC SULATE TR fir+! 0-0 CD ! EXISTING COLD WATER GENERAL SYMBOLS O E W&H UP Y TO M A. MINERAL TANK MATERIAL STEEL ^ N �j 10. PROVIDE CLEANOUTS ON SANITARY LINES AND CONDENSATE DRAIN N N LINES AS REQUIRED BY CODE. SHOWER ASSEMBLY o0 PROVIDE CFG"CORERSTONE"MODEL 40315C PRESSURE BALANCE CONTROL VALVE WITH DIAMETER - INCHES 30 (n - - EXISTING HOT WATER PLAN OR DETAIL NO. SH-1 BY ARCHITECT N/A SHOWER SHOWER HEAD,MAX FLOW-2.5 GPM 2" 2" 1/2" 1/2" SHEET NUMBER DRAIN-SIOUX CHIEF MODEL 821 DRAIN MINERAL QUANTITY, EACH TANK - CU. FT. 10 11. PROVIDE ACCESS PANELS FOR ALL SHUT-OFF VALVES LOCATED ABOVE GYP. BOARD CEILINGS. COORDINATE WI11-I G.C.. EXISTING HOT WATER RETURN O KEYED NOTE NUMBER SHOWER ASSEMBLY,A.D.A. COMPLIANT,WITH S.S.ADA GRAB BARS AND FOLD-UP SEAT. ELECTRICAL VOLTS 120 VAC SH-2 PROVIDE CFG"CORERSTONE"MODEL 40315C PRESSURE BALANCE CONTROL VALVE WITH CONNECT TO EXISTING BY ARCHITECT N/A 2" 2" 1/2" 112" CHARACTERISTICS Q1 REVISION NUMBER (ADA) MODEL 40124 HAND HELD SHOWER SET AND 24 SLIDE BAR,MAX FLOW-1.5 GPM PHASES 1 DRAIN-SIOUX CHIEF MODEL 821 DRAIN EXISTING SOIL OR WASTE PIPE HERTZ 60 BUILDING NORTH ARROW LE-COMP ENT, STAIN STEEL SI 3"L x 16"W "D EXISTING VENT PIPE N FAUC KMA - 004-L RIST MAXIMUM OVERCURRENT PROTECTION 15 AMPS S-1 ELKAY LRAD1316 SUPPLY-3/8"ANGLE-TYPE WITH STOPS 3 2" 2" 1/2" 1/2" (ADA) TRAP- 1 112"CAST BRASS WITH C.O. PLUG BRINE TANK MATERIAL POLYETHYLENE SINGLE-COMPARTMENT SINK BRINE TANK DIAMETER - INCHES 24 FAUCET-ELKAY LK406AT14T4 Q PLUMBING FIXTURE DEMAND TABULATION LS FIAT SF-1-W CUP STRAINERS-WATTS SERIES 645 1 2" 1 1/2" 1/2" 1/2" NOTES: CONSULTANTS SUPPLY-3/8"ANGLE-TYPE WITH STOPS 1. OPERATING TEMP OF 100' F. OPERATING PRESSURE OF 100 PSIG. STRUCTURAL Project Name: Atlantic Beach Country Club(Total Project) BUILDING TYPE: NEW TRAP- 1 1/2"CAST BRASS WITH C.O. PLUG Project No.: 13093 PREDOMINANTLY: FLUSH VALVE 2. SALT STORAGE OF 600 LBS. Date: September 16,2014 3. SOFTENER TANKS SHALL BE STAMPED AND CERTIFIED FOR 175 PSIG. MCVEIGH & MANGUM ELECTRIC WATER COOLER W/DUAL SPLIT LEVEL BASINS (BARRIER FREE) 4. TANK LINER SHALL BE FDA APPROVED EPDXY ENGINEERING, INC. FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB- LOAD VALUES IN WATER(EACH) LOAD VALUES IN WATER(TOTAL) Remarks EWC-1 ELKAY EDFPBM117C 8.0 GPH CAPACITY,4.5 F.L.A., 120-1-60. 2" 1 1/4" 1/2" - 5. TANK FINISH SHALL BE CORROSION RESISTANT. ( � 9133 RG SKINNER PARKWAY FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU) SUPPLY FIXTURE UNITS(WSFU) 6. PIPING AND FITTINGS SHALL BE SCH. 80 CPVC. JACKSONVILLE FL 32256 2-415 W/TYPE"B" FLOOR DRAIN W/5"NICKALOY STRAINER TOP 7. NEMA 4X RATED, FACTORY MOUNTED AND WIRED ALLEN BRADLY 1200 COMPUTER ' UNITS COLD HOT TOTAL COLD HOT TOTAL FD-1 ZURN STRAINER PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 3,� 2�� - - CONTROL SYSTEM, U.L. LISTED. PH: 904.483.5200 WC Water Closet Flush Valve,1.6 GPF Public 23 4 92 10.0 - 10.0 230 0 230 Wl TYPE FLOOR DRAIN W/5" NICKALOY STRAINER TOP W/"SUR-SET"BUCKET 8. PRE-PIPED AND PRE-WIRED SOFTENER MINERAL TANKS. M P&FP 1 FD-2 ZURN Z-41S STRAINER 11M„ 3" 2" - - 9. WATER TEST KIT, LIQUID FILLED PRESSURE GAUGE ON INLET AND OUTLET PIPING. UR Urinal,314"Flush Valve,1.0 GPF Public 7 2 14 5.0 - 5.0 35 0 35 Q PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 10. SAMPLING COCKS FOR WATER INLET AND OUTLET. MCVEIGH & MANGUM L-1 Lavatory,Wall Hung,HC Public 9 1 9 1.5 1.5 2.0 13.5 13.5 18 ENGINEERING INC. L-2 Lavatory,Countertop 3 FD-3 ZURN 2-415 W/TYPE"E" FLOOR DRAIN W/5"NICKALOY STRAINER TOP W/FUNNEL 3,. 2.. _ __ 9133 RG SKINNER PARKWAY Public 21 1 21 1.5 1.5 2.0 31.5 31.5 42 STRAINER PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION ui JACKSONVILLE, FL 32256 W SH Shower,HC Public 6 2 12 3.0 3.0 4.0 18 18 24 FLOOR DRAIN W/9"NICKALOY STRAINER TOP PH: 904.483.5200 c~i EWC Electric Water Cooler(Drinking Fountain) Offices,etc. 2 0.5 1 0.3 - 0.3 0.5 0 0.5 FD-4 ZURN Z-508 PROVIDE AUXILLARY INLET FITTING FOR TRAP PRIMER CONNECTION 4'� 2�� - PACKAGED DOMESTIC PRESSURE S-1 Sink,Single Compartment ELECTRICAL = Private 1 2 2 1.0 1.0 1.4 1 1 1.4 FS ZURN Z-1901 FLOOR SINK- 12"X 12"X8"DEEP SUMP, 3"OUTLET 3" 2" BOOSTER PUMP SYSTEM MCVEIGH & MANGUM W KS Kitchen Sink Restaurant 5 2 10 3.0 3.0 4.0 15 15 20 - KS Hand Sink Restaurant 6 2 12 1.0 1.0 1.4 6 6 8.4 GT-500 ZURN ZS1170 FABRICATED STAINLESS STEEL GREASE INTERCEPTOR, SIZE 500 4" 2" - - PUMP DESIGNATION DWP-1 ENGINEERING, INC. 9133 RG SKINNER PARKWAY D BS Bar Sink,Single Compartment Private 1 2 2 1.0 1.0 1.4 1 1 1.4 FLOOR-MOUNTED MOLDED STONE MOP BASIN ARMSTRONG Y FAUCET-ELKAY LK-401 W/VACUUM BREAKER AND INTEGRAL STOPS MANUFACTURER JACKSONVILLE, FL 32256 Z MS Mop(Service)Sink Offices,etc. 2 2 4 2.3 2.3 3.0 4.5 4.5 6 MS-1 FIAT TSBC-1611 2" 1 1/2" 1/2" 1/21' PH: 904.483.5200 o FURNISH: 889-CC WALL MOUNTED MOP HANGER, 1453-BB SS STRAINER DRAIN, MSG-3232 MODEL NUMBER 68001VS-DE-23040 0 DW Dishwashing Machine Private 1 3 3 - 3.0 3.0 0 3 3 WALL GUARD U_ IMB Ice Maker Valve Box-(RefrigeratorlIceMaker) Public or Private 2 0 0 0.3 - 0.3 0.5 0 0.5 FLOW RATE (GPM) 134 LANDSCAPE ARCHITECT SA ZURN Z-1700 SERIES WATER HAMMER ARRESTOR. SIZE PER P.D.I.WH-201 120 EUTHENICS STUDIO Z WMB Washing Machine Box(15 Ib) Public 1 3 3 3.0 3.0 4.0 3 3 4 VERIFY THAT COMPONENT IS ACCESIBLE. - TOTAL DYNAMIC HEAD (FT) Z FD1 Floor Drain-General/Restroom 25 2 50 0.0 0.0 0.0 0 0 0 1650 BEACH AVENUE PRECISION PLUMBING 20 IMB MM-500 PIMB ICE MAKER BOX W/INTEGRAL WATER HAMMMER ARRESTOR - - 1/2" - HIGHEST REMOTE FIXTURE PRESSURE(P.S.I.) ATLANTIC BEACH, FL 32233 FD2 Floor Drain-Kitchen 6 2 12 0.0 0.0 0.0 0 0 0 PRODUCTS I�'-' SUCTION SIZE 3 PH: 904.246.6219 FD3 Floor Drain-Mechanical Rooms 5 2 10 0.0 0.0 0.0 0 0 0 WCO ZURN Z-1441 WALL CLEANOUT-PROVIDE SCREW COVER MATCH SIZE OF PIPE. - - _ _ HB Hose Bibb Public or Private 10 0 0 2.0 - 2.0 20 0 20 DISCHARGE SIZE 3 W FCO ZURN Z-1400 FLOOR CLEANOUT-PROVIDE SCREW COVER MATCH - _ - - REVISION DATE - p SIZE OF PIPE. 3600 W MX. PUMP SPEED (RPM) PERMIT SET 12/13/13 p TOTALS 257 DFU 379.5 96.5 414.2 WSFU WMB SPECIALTY PRODUCTS OB-207 WASHING MACHINE BOX WITH INTEGRAL WATER HAMMER ARRESTORS. 2" 1 112" 1/2" 1/2" V.F.D. REQIRED YES z DFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 123.1 66.4 129.3 GPM r (2x)TANKLESS GAS WATER HEATER 3 1 OWNER COMMENTS 02/19/14 MOTOR HORSEPOWER WSFU=WATER SUPPLY FIXTURE UNITS 6 DIAMETER OF PIPE(INCHES) 4 2-1/2 4 INCHES REQ D. WH-1 RINNAI RU98e MAX. INPUT-398,00 BTH - - 1 112" 1 1/2" EFFICIENCY-.95% UNIT VOLTAGE/PHASE 208/3/60 Q3 ADA MODIFICATIONS 09/12/14 SET WATER TEMP. CONTROL TO 120° F PLUMBING FIXTURE DEMAND TABULATION REMARKS: °° Project Name: Atlantic Beach Country Club Clubhuose BUILDING TYPE: NEW (2x)TANKLESS GAS WATER HEATER j ( ) PREDOMINANTLY: FLUSH VALVE WH-2 RINNAI RU98e � - -- 1 1/2" 1 1/2" NOTES: Project No.: 13093 MAX. INPUT-398 00 BTH EFFICIENCY-.95% 1. PROVIDE DUPLEX PRE-PACKAGED PUMPING SYSTEM WITH END SUCTION p Date: September 16,2014 SET WATER TEMP. CONTROL TO 140° F PUMPS, VARIABLE FREQUENCY DRIVE, S.S. STRUCTURE SUPPORT FRAME,AND z FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB- LOAD VALUES IN WATER(EACH) LOAD VALUES IN WATER(TOTAL) Remarks 80 GALLON DRAW DOWN TANK. Q FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU) SUPPLY FIXTURE UNITS(WSFU) (2x)TANKLESS GAS WATER HEATER Z WH-3 RINNAI RU98e MAX. INPUT-398,00 BTH - - 1 1/2" 1 1/2" w UNITS COLD HOT TOTAL COLD HOT TOTAL EFFICIENCY-.95% a WC Water Closet,Flush Valve,1.6 GPF Public 12 4 48 10.0 - 10.0 120 0 120 SET WATER TEMP. CONTROL TO 120° F U ENGINEER'S SEAL Z UR Urinal,314"Flush Valve,1.0 GPF Public 4 2 8 5.0 - 5.0 20 0 20 TEMPCONTROL THERMOSTSTIC MIXING VALVE D MV-1 SYMMONS 7-200 - - 1/2" 1/2" 2 L-1 Lavatory,Wall Hung,HC Public 5 1 5 1.5 1.5 2.0 7.5 7.5 10 SET WATER TEMP. CONTROL TO 110° F o L-2 Lavatory,Countertop Public 11 1 11 1.5 1.5 2.0 16.5 16.5 22 DOMESTIC HOT WATER RECIRCULATION PUMP co UJ SH Shower,HC Public 4 2 8 3.0 3.0 4.0 12 12 16 RCP-1 TACO 009 2 GPM AT 5 FT. HD. - - - 3/4" 1/8 HP, 115 VOLTS, 1.4 FULL LOAD AMPS GREASE TRAP CALCULATION LU EWC Electric Water Cooler(Drinking Fountain) Offices,etc. 1 0.5 0.5 0.3 - 0.3 0.25 0 0.25 Project: Atlantic Beach Country Club HOT WATER RETURN CIRCUIT BALANCING VALVE, BRONZE BODY CONSTRUCTION, S-1 Sink,Single Compartment Private 1 2 2 1.0 1.0 1.4 1 1 1 A JobNo.: 13093 BV WATTS CSM-61 - - - - `, POSITIVE SHUTOFF BALL VALVE, POSITION INDICATOR, MEMORY DEVICE, CHECKED sssl�..• Q o KS Kitchen Sink Restaurant 5 2 10 3.0 3.0 4.0 15 15 20 METERING PORTS, DRIP CAPS, ,TWO BRASS PRESSURE TAPS, DRAIN PORT,AND BRASS �a G'••.�ts= ,IVS�•'•..� KS Hand Sink Restaurant 6 2 12 1.0 1.0 1.4 6 6 8.4 DRAIN PLUG. SIZE AS INDICATED ON PLANS. Other Establishments with Commercial Kitchens = �' •. a BS Bar Sink,Single Compartment - - - =(� 0402 BS Private 1 2 2 1.0 1.0 1.4 1 1 1.4 Hg WOODFORD B65 WALL MOUNTED FREEZELESS HYDRANT W/CHROME FINISH 3/4" MS Mop(Service)Sink Offices,etc. 1 2 2 2.3 2.3 3.0 2.25 2.25 3 PROVIDE W/LOCKABLE COVER AND VACUUM BREAKER (M)x(GM) x(LF) = Effective Capacity of Grease Trap in Gallons LT ZURN Z1185 70 GPM LINT INTERCEPTOR 3" - 1/2" o DW Dishwashing Machine Private 1 3 3 - 3.0 3.0 0 3 3 _ W M= Number of Meals prepared per day 00 �.• = r D IMB Ice Maker Valve Box-(Refrigerator/Ice Maker Public or Private 2 0 0 0.3 - 0.3 0.5 0 0.5 LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY AND �•, '� Y ORos• ( g ) 12A49 VENT LIMITER GM= Gallons of waste water per meal: O FDI Floor Drain-General/Restroom 12 2 24 0.0 0.0 0.0 0 0 0 - 5 gallons normal SS10ti . GR-1 MAXITROL 325 7ABL INLET PRESSURE: 2-psi a,,,, ► o FD2 Floor Drain-Kitchen 6 2 12 0.0 0.0 0.0 0 0 0 OUTLET PRESSURE: 5 INCHES W.C. C FD2 Floor Drain-Mechanical Rooms 4 2 8 0.0 0.0 0.0 0 0 0 MAX INDIVIDUAL LOAD: 1,250 MBH LF= Loading Factor: TOTAL LOAD CAPACITY: 1,250 MBH 1.0=with dishwashing D HB Hose Bibb Public or Private 6 0 0 2.0 - 2.0 12 0 12 g CADD DWG. FILE NO. 0 0.75=without dishwashing cr LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY AND W 12A39 VENT LIMITER TOTALS 155.5 DFU 214 64.25 237.95 WSFU INLET PRESSURE: 2-psi Note: For other than private sewage disposal systems,reduce gallon values by 25%. SCALE o GR-2 MAXITROL 325-3ABL - - - - DFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 93.1 55.7 98.3 GPM OUTLET PRESSURE: 11 INCHES W.C. AS SHOWN W WSFU=WATER SUPPLY FIXTURE UNITS 4 DIAMETER OF PIPE INCHES 3 2-1/2 3 INCHES REQ'D. MAX INDIVIDUAL LOAD: 300 MBH M: 250 Assumed Max. (INCHES) TOTAL LOAD CAPACITY: 425 MBH GM: 5 Grease Traps Required. DRAWN BY 750 gallon 1.25 LINE PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM WITH IMBLUE TECHNOLOGY LF: 1 1250 gallon 0.75 M K INLET PRESSURE: 2-psi LEGAL DESCRIPTION PLUMBING FIXTURE DEMAND TABULATION GR-3 MAXITROL 325-3ABL OUTLET PRESSURE: 11 INCHES W.C. Project Name: Private: N 1 -1250 gal. grease interceptors 1 Atlantic Beach Country Club(Fitness Center) BUILDING TYPE: NEW MAX INDIVIDUAL LOAD: 300 MBH Capacity 937.5 U_ Project No.: 13093 PREDOMINANTLY: FLUSH VALVE TOTAL LOAD CAPACITY: 425 MBH � Date: September 16,2014 Capacity based on average number of meals served per da during season. AUTOMATIC TRAP PRIMER WITH INTEGRAL VACUUM BREAKER AND GASKETED COVER. P y g P Y g a FIXTURE DESCRIPTION OCCUPANCY QTY. DRAINAGE SUB- LOAD VALUES IN WATER(EACH) LOAD VALUES IN WATER(TOTAL) Remarks PROVIDE CHROME PLATED FINISH FOR EXPOSED INSTALLATIONS AND ACCESS DOOR FOR TP-1 ZURN Z-1022 CONCEALED INSTALLATIONS. PROVIDE DU-MULTIPLE OUTLET CONNECTION FOR TRAP _ _ 1/2" - PROJECT PHASE z FIXTURE TOTAL SUPPLY FIXTURE UNITS(WSFU) SUPPLY FIXTURE UNITS(WSFU) Ci PRIMERS SERVING MORE THAN ONE DRAIN. rn > UNITS COLD HOT TOTAL COLD HOT TOTAL PERMIT SET w WC Water Closet,Flush Valve,1.6 GPF Public 11 4 44 10.0 - 10.0 110 0 110 PRECISION PLUMBING PR-500 (w/DU-U/DU-4 _ TP-2 AUTOMATIC TRAP PRIMER. - - 1/2" -- PROJECT NUMBER UR Urinal,3/4"Flush Valve,1.0 GPF Public 3 2 6 5.0 5.0 15 0 15 PRODUCTS WHERE NECESSARY) a L-1 Lavatory,Wall Hung,HC Public 4 1 4 1.5 1.5 2.0 6 6 8 18-11- 75 _ L-2 11 Lavatory,Countertop Public 10 1 10 1.5 1.5 2.0 15 15 20 Q SH Shower,HC Public 2 2 4 3.0 3.0 4.0 6 6 $ Primary Roof Drain Calculation Per 2010 Florida Building Code - Plumbing GREASE INTERCEPTOR CALCULATION � EWC Electric Water Cooler(Drinking Fountain) Offices,etc. 1 0.5 0.5 0.3 - 0.3 0.25 0 0.25 rY g g C Project: Atlantic Beach Country Club-Bar NEW CONSTRUCTION MS Mop(Service)Sink Offices,etc. 1 2 2 2.3 2.3 3.0 2.25 2.25 3 RoDf Roof Area Conversion to use Conversion Values Minimum Roof Roof Drain c Dr in Table 1106.3 For Continuous Flow Drain Required Provided J0 o.: 13093 a� W WMB Washing Machine Box(15 Ib) Public 1 3 3 3.0 3.0 4.0 3 3 4 Desig lotion Square Foot 5 Inch Rainfall Rate Equivalent GPM 1/8"Slope 1/$"Slope = FD1 Floor Drain-General/Restroom 13 2 26 0.0 0.0 0.0 0 0 0 PR Di 889 889 46.3 4 PRD1 Multiple Fixture Sizing ATLANTIC BEACH, FLORIDA a FD2 Floor Drain-Mechanical Rooms 1 2 2 0.0 0.0 0.0 0 0 0 0 HB Hose Bibb Public or Private 4 0 0 2.0 - 2.0 8 0 g Remarks: Qty Length Width Depth Volume Z 3 Compartment Sink 1 33.00 14.00 12.00 16632.00 cu.In. M o Obtained From Figure 1106.1,100 Year, 1-Hour Rainfall(inches)Eastern United States Bar Dump Sink ATLANTIC BEACH E Y P 1 10.00 14.00 6.00 840.00 cu.In. 0 TOTALS Floor Sinks 2 10.00 10.00 6.00 1200.00 cu.In. 101.5 DFU 165.5 32.25 176.25 WSFU COUNTRY CLUB a o DFU=DRAINAGE FIXTURE UNITS EIGHTH INCH SLOPE PER FOOT 82.2 42.9 84.7 GPM Secondary Roof Drain Calculation Per 2010 Florida Building Code - Plumbing Total volume in Cubic Inches 18672.00 Q WSFU=WATER SUPPLY FIXTURE UNITS 4 DIAMETER OF PIPE INCHES 3 2 3 INCHES REQ'D. MCVEIGH MANGUM 0- (INCHES) Capacity in Gallons(1 Gallon=231 Cubic Inches) 80.8312 PLUMBING NOTES, V Roof Roof Area Conversion to use Conversion Values Minimum Roof Roof Drain N Actual Drainage Load in Gallons(75%of fixture Capacity) 60.6234 ENGINEERING • INC ro rain Table 1106.3 For Continuous Flow Drain Required ProvidedCY) 9133 R.G. Skinner Parkway L E E N D AND ' 0 Flow Rate GPM(at an Acceptable drainage period=2 minutes) 30.3117 Florida 32256 M Desig ation Square Foot 5 Inch Rainfall Rate Equivalent GPM 1/8"Slope 118"Slope Jacksonville, Ph: (904)483-5200 Fax: (904)636-6770 SCHEDULES h } SRD1 $89 889 46.3 4 SRD1 CA 6330 email:mail@McVeighMangum.com r rL Select Interceptor at rated capacity of not less than 40%of the fixture s` p Eng.of Record: F_Yarizad alz License No.: 40287 Remarks capacity in gallons 32.3325 _. These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright Obtained From Section 1107.3,Sizing of Secondary(Emergency)Drains. Provide a Single Fixture Grease Interceptor Sized with a Minimum GPM Flow Rate g(�.. iy Pon 1 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 I I DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES PLUMBING SPECIFICATIONS PART 1 - GENERAL PART 2 - PRODUCTS PART 3 - EXECUTION 1.01 INSTRUCTIONS SCOPE OF WORK SHALL INCLUDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR A COMPLETE AND PROPERLY FUNCTIONING INSTALLATION IN 2.01 PLUMBING SYSTEMS. 3.01 PIPE INSULATION INSTALLATION ACCORDANCE WITH LOCAL AND STATE CODES, AND CONTRACT DRAWINGS AND A. PIPE MATERIALS: A. INSTALL ONE (1) INCH THICKNESS PIPE INSULATION ON HOT WATER PIPING. SPECIFICATIONS. 1. DWV (DRAIN, WASTE, AND VENT) PIPING:FITTINGS SHALL BE LONG RADIUS INSTALL ONE (1) INCH THICKNESS PIPE INSULATION ON COLD WATER 1.02 CONTRACTOR SHALL VISIT THE SITE AND OBSERVE ALL EXISTING FITTINGS, EXCEPT FITTINGS IN VENT PIPI G MAY BE SHORT RADIUS PIPING THAT IS ABOVE THE ROOF INSULATION. LOCAL CONDITIONS WHICH WOULD AFFECT WORK UNDER THIS CONTRACT. FITTINGS. MINIMUM SIZE PIPING SHALL 3E 2 INCHES FOR BURIED PIPING B. INSTALL INSULATION IN STRICT ACCORDANCE WITH MANUFACTURERS CONTRACTOR SHALL EXAMINE ALL PLANS AND SPECIFICATIONS FOR THIS PROJECT AND 1-1/4 INCHES FOR ABOVEGROUND PIPING. WRITTEN RECOMMENDATIONS. A. ABOVE AND BELOW GRADE: PVC, CHEDULE 40, MEETING ASTM D1785, C° Ln AND CONSULT THEM FOR INSTRUCTIONS PERTAINING TO WORK OF THIS SECTION. 3.02 TESTING OF WATER DISTRIBUTION SYSTEMS d' 01 WITH SOLVENT WELD JOINTS MEETING ASTM D2564. A. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEMS. N N O 04 1.03 PERMITS AND FEES CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND 2. DOMESTIC WATER PIPING (CONTRACTOR' OPTION): IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT SEPARATE REPORT FOR EACH `o INSPECTIONS REQUIRED FOR PERTAINING TO WORK UNDER THIS CONTRACT AND A. BELOW GRADE TEST, COMPLETE WITH DIAGRAM OF PORTION OF SYSTEM TESTED. '0 0 M PAY ALL CHARGES INCIDENTAL THERETO. DELIVER TO ARCHITECT ALL 1. COPPER, MEETING ASTM B88: TYPE K, COATED WITH COAL TAR B. LEAVE UNCOVERED AND UNCONCEALED NEW WATER DISTRIBUTION PIPING UNTIL ° 00 r_ O CERTIFICATES OF INSPECTION ISSUED BY AUTHORITIES HAVING JURISDICTION. SHELLAC, 95/5 SOLDERED JO NTS. IT HAS BEEN TESTED AND APPROVED. EXPOSE WORK THAT HAS BEEN o IO rn 1.04 CODES AND STANDARDS 2. SDR PIPE: PVC, SCHEDULE 40, MEETING ASTM 2241. COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND APPROVED FOR .0 co 6 M A. FURNISH AND INSTALL MECHANICAL SYSTEMS TO MEET ALL CURRENT B. ABOVE GRADE TESTING. o REQUIREMENTS OF NATIONAL, STATE AND MUNICIPAL CODES, RULES 1 CPVC MEETING ASTM D2846 AND F441. PIPING UP TO 1-1/4" C. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE OF 50 co °' REGULATIONS, LAWS, AND STANDARDS AS THEY ARE ADOPTED BY THE SHALL BE SCHEDULE 40. PIPI G 1-1/2" AND LARGER SHALL BE PSIG ABOVE THE OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING x Ie a rn GOVERNING AGENCY AND AS THEY MAY APPLY. SCHEDULE 80; SOLVENT WEL JOINTS. OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND ^'',�� �' c� _ x 1. FLORIDA BUILDING CODE, 2010 EDITION, BUILDING 2. COPPER, MEETING ASTM B88: TYPE L, WITH 95/5 SOLDERED FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS , ``', ` U` U) U_ 2. FLORIDA BUILDING CODE, 2010 EDITION, MECHANICAL JOINTS. THAT MUST BE REPAIRED. o 3. FLORIDA BUILDING CODE, 2010 EDITION, PLUMBING C. DIELECTRIC UNIONS: SHALL BE US D AT ALL JOINTS OF DISSIMILAR D. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM OR d' 4. FLORIDA BUILDING CODE, 2010 EDITION, FUEL GAS CODE PIPE MATERIALS. co PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. '`'', co 5. FLORIDA FIRE PREVENTION CODE (2010 EDITION) 3. ROOF DRAINAGE PIPING: SAME AS DWV ABOVE. INSULATE ALL ROOF E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. F m rn° ' DRAINAGE PIPE ABOVE GROUND 3.03 TESTING OF DRAINAGE AND VENT PIPING SYSTEMS .L co 1.05 SUBMITTALISABORATORIES 4. NATURAL GAS PIPING: STEEL PIPE (ASTM A 53/A 53M), BLACK STEEL, SCHEDULE A. TEST FOR LEAKS AND DEFECTS IN NEW DRAINAGE AND VENT PIPING SYSTEMS. A. MATERIAL LIST: WITHIN TWENTY 20 DAYS OF AWARD OF CONTRACT 40 TYPE E OR GRADE B. FITTINGS SHALL BE MALLEABLE-IRON THREADED ( ) IF TESTING IS PERFORMED IN SEGMENTS, SUBMIT A SEPARATE REPORT FOR rn CONTRACTOR SHALL SUBMIT TO ARCHITECT A COMPLETE LIST OF MATERIALS FITTINGS, ASME B16.3, CLASS 150, STANDARD PATTERN. UNIONS SHALL BE ASME EACH TEST, COMPLETE WITH A DIAGRAM OF THE PORTION OF THE SYSTEM IL 4 TO BE PROVIDED FOR THE HVAC WORK. THE LIST SHALL INCLUDE SUPPLIERS' B16.39, CLASS 150, MALLEABLE IRON WITH RASS-TO-IRON SEAT, GROUND JOINT, TESTED. �' 0 cc p NAMES AND MANUFACTURERS' NAMES AND NUMBER OR SERIES FOR EACH ITEM AND THREADED ENDS. B. LEAVE UNCOVERED AND UNCONCEALED NEW DRAINAGE AND VENT PIPING UNTIL o. IDo ON LIST. B. PIPING INSULATION: IT HAS BEEN TESTED AND APPROVED. EXPOSE FOR TESTING WORK THAT HAS w B. SHOP DRAWINGS: SUBMIT TO THE ARCHITECT FOR APPROVAL, BEFORE BEEN COVERED OR CONCEALED BEFORE IT HAS BEEN TESTED AND APPROVED. 1. ELECTRIC WATER COOLER WASTE: COMMENCING WORK, SHOP DRAWINGS FOR ALL MATERIALS AND EQUIPMENT TO C. TEST PIPING OF PLUMBING DRAINAGE AND VENTING SYSTEMS ON COMPLETION N co 10, BE PROVIDED UNDER THIS CONTRACT. THE FOLLOWING APPLIES TO THE SHOP A. 3/4-LB., 1-1/2 INCH BLANKET. OF ROUGH-IN PIPING INSTALLATION. TIGHTLY CLOSE ALL OPENINGS IN PIPING N DRAWINGS: B. FSK JACKET. SYSTEM AND FILL WITH WATER TO POINT OF OVERFLOW, BUT NOT LESS THAN DOMESTIC COLD AND HOT WATER MAIN AND RISERS: 1. CONTRACTOR SHALL SUBMIT WITHIN 30-DAYS AFTER AWARD OF 2. A1-INCH STANDARD FIBERGLASS5 FEET HEAD OF WATER. WATER LEVEL SHALL NOT DROP DURING THE PERIOD A. . CONTRACT, DRAWINGS AND/OR CUT SHEETS OF ALL MATERIALS AND FROM 15 MINUTES BEFORE INSPECTION STARTS THROUGH COMPLETION OF EQUIPMENT, AND 1/4" SCALE EQUIPMENT ROOM DRAWINGS FOR APPROVAL B. FACTORY JACKET AND FITTING CO RS. INSPECTION. INSPECT JOINTS FOR LEAKS. AFTER PLUMBING FIXTURES HAVE BY ARCHITECT-ENGINEER. SUCH SUBMITTALS MUST CONTAIN OUTLINE 3. DOMESTIC WATER PIPING EXPOSED TO E TERIOR: NITRILE RUBBER BASED BEEN SET AND THEIR TRAPS FILLED WITH WATER TEST CONNECTIONS AND DIMENSIONS, OPERATING CLEARANCES, INSTALLATION, OPERATING AND ELASTOMERIC SHEET INSULATION; ARMS ONG "ARMAFLEX 2". MINIMUM PROVE GASTIGHT AND WATERTIGHT. PLUG STACK OPENINGS ON ROOF AND MAINTENANCE INFORMATION AND SUFFICIENT ENGINEERING DATA TO INSULATION THICKNESS SHALL BE 3/4- NCH. BUILDING DRAIN WHERE IT LEAVES THE BUILDING AND INTRODUCE AIR INTO THE INDICATE SUBSTANTIAL COMPLIANCE WITH SPECIFICATIONS. ALL SHOP 4. PIPING TO BE UNINSULATED: PIPING RU -OUTS TO FIXTURES (EXCEPT AS SYSTEM EQUAL TO PRESSURE OF 1-INCH WATER COLUMN. USE A U TUBE OR DRAWINGS FOR ONE SECTION OF WORK OR ONE MECHANICAL SYSTEM NOTED FOR HANDICAP-ACCESSIBLE FIXTURES). MANOMETER INSERTED IN THE TRAP OF A WATER CLOSET TO MEASURE THIS SHALL BE SUBMITTED AT ONE TIME IN LOOSE-LEAF 3-RING BINDERS; NO C. ACCEPTABLE MANUFACTURERS: PRESSURE. AIR PRESSURE SHALL REMAIN CONSTANT WITHOUT INTRODUCING APPROVAL WILL BE GIVEN IF SUBMITTED PIECEMEAL. 1. MANUFACTURERS' MODEL NUMBERS ARE LISTED TO ESTABLISHED A ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING 2. WHERE CONTRACTOR CONSIDERS ADDITIONAL DETAIL OR SHOP DRAWINGS STANDARD OF QUALITY AND LEVEL OF PERFORMANCE. FIXTURE CONNECTIONS FOR GAS ESSENTIAL TO PROPER FABRICATION OR INSTALLATION OF EQUIPMENT, 2. EQUIVALENT ITEMS OF THE FOLLOWING MANUFACTURES ARE ACCEPTABLE: AND WATER LEAKS. DUCTWORK, AND PIPING HE SHALL PREPARE SUCH CONSISTENT WITH A. FIXTURES: SEE FIXTURE SCHEDULE D. REPAIR LEAKS AND DEFECTS USING NEW MATERIALS AND RETEST SYSTEM OR CURRENT INDUSTRY METHODS AND STANDARDS. ENGINEER RESERVES THE 1. AMERICAN-STANDARD, ELJER, KOHLER, CRANE, ELKAY, JUST, PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN AND BRIGGS. E. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. CONSULTANTS HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLY NEAT AND B. FIXTURE TRIM: SEE FIXTURE SCHEDULE 3.04 TESTING OF FUEL GAS PIPING SYSTEMS STRUCTURAL WORKMANLIKE APPEARANCE, PROVIDED SUCH AN ORDERLY INSTALLATION 1. AMERICAN-STANDARD, KOHLE SPEAKMAN, MOEN, DELTA, T&S A. TEST FOR LEAKS AND DEFECTS IN NEW FUEL GAS PIPING SYSTEMS IN CAN BE MADE USING CUSTOMARY TRADE METHODS. REMOVAL AND BRASS, CHICAGO FAUCET, S MONS, BRIGGS. ACCORDANCE WITH THE REQUIREMENTS OF NFPA 54 AND FLORIDA FUEL GAS CODE. MCVEIGH & MANGUM REPLACEMENT SHALL BE DONE WHEN DIRECTED IN WRITING BY ENGINEER 3. DRAIN AND FIXTURE SPECIALTIES: J.R. SMITH, JOSAM, ZURN. ENGINEERING, INC. AT THE CONTRACTOR'S EXPENSE AND WITHOUT ADDITIONAL EXPENSE TO A. FLOOR AND EXTERIOR CLEANOUTS: ZURN-1440 OR EQUAL 3.05 CLEANING 9133 RG SKINNER PARKWAY OWNER. B. WALL CLEANOUT: ZURN-1441 OR QUAL W/ SMOOTH SECURED COVER. A. PURGE NEW POTABLE WATER DISTRIBUTION PIPING SYSTEMS PRIOR TO JACKSONVILLE, FL 32256 3. APPROVAL GRANTED ON SHOP DRAWINGS IS RENDERED AS A SERVICE C. FLOOR DRAINS: SEE SCHEDULE.. USE. PH: 904.483.5200 ONLY AND SHALL NOT BE CONSIDERED AS GUARANTEE OF MEASUREMENTS D. ROOF DRAINS: ZURN-100 OR EQUAL. B. USE PURGING AND DISINFECTING PROCEDURE PRESCRIBED BY AUTHORITY OF BUILDING CONDITIONS; NOR SHALL IT BE CONSTRUED AS RELIEVING 4. WATER COOLERS: SEE FIXTURE SCHEDU E, OASIS, ELKAY, HALSEY TAYLOR. HAVING JURISDICTION OR, IF A METHOD IS NOT PRESCRIBED BY THAT MP&FP THE MECHANICAL CONTRACTOR OF BASIC RESPONSIBILITIES UNDER THIS 5. WATER HEATERS: SEE FIXURE SCH DULE, RHEEM, A.O. SMITH, STATE, AUTHORITY, THE PROCEDURE DESCRIBED IN EITHER AWWA C651 OR MCVEIGH & MANGUM CONTRACT. LOCHINVAR. AWWA C6520R AS DESCRIBED BELOW: 4. CHANGES IN FOUNDATIONS, BASES, CONNECTIONS, PIPING, CONTROLS, 6. WATER SYSTEM SPECIALTIES. 1. FLUSH PIPING SYSTEM WITH CLEAN, POTABLE WATER UNTIL DIRTY ENGINEERING, INC. STARTERS, ELECTRICAL EQUIPMENT, WIRING AND CONDUIT, SPACE A. WATER HAMMER ARRESTORS SHALL CONFORM TO PDI WH2O1 AND ASSE WATER DOES NOT APPEAR AT OUTLETS. 9133 RG SKINNER PARKWAY Uj OPENINGS, WALLS AND CEILINGS, AND VIBRATION ISOLATION IN ORDER 1010 ACCEPTABLE: ZURN SHOKTR LS Z-1700 OR EQUAL. 2. FILL SYSTEM OR PART THEREOF WITH WATER/CHLORINE SOLUTION JACKSONVILLE, FL 32256 TO ACCOMMODATE SUBSTITUTE EQUIPMENT SHALL BE MADE AT NO B. WALL HYDRANTS AND HOSE BIBBS: SEE FIXTURE SCHEDULE. CONTAINING AT LEAST 50 PARTS PER MILLION OF CHLORINE. PH: 904.483.5200 ADDITIONAL COST TO THE OWNER. ISOLATE (VALVE OFF) AND ALLOW TO STAND FOR 24 HOURS. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND RECEIVE ENGINEER'S PROVIDE PROPER SIGNAGE TO PREVENT ACCIDENTAL USE DURING ELECTRICAL APPROVAL BEFORE INSTALLING MATERIALS OR EQUIPMENT. ANY DISINFECTION. MCVEIGH & MANGUM w EQUIPMENT OR MATERIALS INSTALLED PRIOR TO RECEIPT OF APPROVED 2.03 PIPING SPECIALTIES 3. DRAIN SYSTEM OR PART THERE OF OF PREVIOUS SOLUTION AND ENGINEERING, INC. SHOP DRAWINGS FROM ENGINEER SHALL BE SUBJECT TO REMOVAL AND REFILL WITH WATER CHLORINE SOLUTION CONTAINING AT LEAST 200 A. ESCUTCHEONS SHALL BE MANUFACTURED WALL, CEILING AND FLOOR PLATES; / 9133 RG SKINNER PARKWAY /OR ALTERATION AT THE DISCRETION OF THE MECHANICAL ENGINEER AT DEEP PATTERN TYPE WHERE REQUIRED TO CONCEAL PROTRUDING FITTINGS AND PARTS PER MILLION OF CHLORINE. ISOLATE AND ALLOW TO STAND JACKSONVILLE, FL 32256 o NO ADDITIONAL COST. SLEEVES. CONSTRUCT OF ONE-PIECE CAST BRASS WITH POLISHED CHROME Z 6. APPROVAL OF ANY SUBMITTED DATA OR SHOP DRAWINGS FOR MATERIALS, FOR 3 HOURS. PH: 904.483.5200 PLATE FINISH AND SET-SCREW. 4. FLUSH SYSTEM WITH CLEAN, POTABLE WATER UNTIL CHLORINE DOES wEQUIPMENT, APPARATUS DEVICES, ARRANGEMENTS AND/OR LAYOUTS WILL NOT REMAIN IN WATER COMING FROM SYSTEM FOLLOWING ALLOWED w NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY OF FURNISHING 2.04 PIPE INSULATION STANDING TIME. LANDSCAPE ARCHITECT ° SAME OF PROPER DIMENSIONS, CAPACITIES, SIZES, QUANTITIES AND A. FLEXIBLE ELASTOMERIC CELLULAR INSULATION, TYPE I, ASTM C 534, FLEXIBLE C. SUBMIT WATER SAMPLES IN STERILE BOTTLES TO AUTHORITY HAVING W INSTALLATION DETAILS TO EFFICIENTLY PERFORM REQUIREMENTS AND EXPANDED CLOSED-CELL STRUCTURE WITH S 00TH SKIN ON BOTH SIDES. EUTHENICS STUDIO co INTENT OF CONTRACT. SUCH APPROVAL SHALL NOT RELIEVE PRODUCT AS MANUFACTURED BY ARMSTRON OR EQUIVALENT BY RUBATEX OR JURISDICTION. REPEAT PROCEDURE IF BIOLOGICAL EXAMINATION MADE Z R FROM RESPONSIBILITY FOR ERRORS OF ANY SORT. HALSTEAD. AVERAGE MAXIMUM THERMAL CONDUCTIVITY SHALL BE 0.30 AT BY THE AUTHORITY SHOWS EVIDENCE OF CONTAMINATION. 1650 BEACH AVENUE 0 CONTRACTO M D. PREPARE AND SUBMIT REPORTS FOR PURGING AND DISINFECTING ATLANTIC BEACH, FL 32233 Z C. ANY ELECTRICAL DEVIATIONS BETWEEN THE CONTRACT DOCUMENTS AND THE 75 DEG F. ACTIVITIES. PH: 904.246.6219 w FURNISHED EQUIPMENT MUST BE SEPARATELY ACKNOWLEDGED BY A B. FLEXIBLE ELASTOMERIC CELLULAR INSULATION ADHESIVE, SOLVENT-BASED, E. CLEAN INTERIOR OF PIPING SYSTEM. REMOVE DIRT AND DEBRIS AS SUBSTITUTION REQUEST AND ADDITIONALLY NOTED ON THE SUBMITTAL. CONTACT ADHESIVE RECOMMENDED BY INSULATION MANUFACTURER. WORK PROGRESSES. D. PROVIDE PLUMBING SHOP DRAWINGS FOR: WASTE AND VENT PIPING, DOMESTIC 2.05 HANGERS AND SUPPORTS REVISION DATE o WATER PIPING, VALVES, PLUMBING FIXTURES AND PIPE INSULATION. A. PROVIDE HANDERS, RODS, AND SUPPORT CLAMPS AS REQUIRED TO PROPERLY 3.06 AS-BUILT DRAWINGS PERMIT SET 12/13/13 a.� 1.06 CONNECTING TO WORK OF OTHERS SUPPORT PIPING FROM STRUCTURE. A. UPON COMPLETION OF INSTALLATION, THE CONTRACTOR SHALL FURNISH TO THE ° A. BEFORE STARTING HIS WORK, AND FROM TIME TO TIME AS WORK PROGRESSES, B. PROVIDE BUILDING ATTACHMENTS OR CONCRETE INSERTS APPROPRIATE FOR ARCHITECT A SET OF DRAWINGS, MARKED TO SCALE, INDICATING THE SIZE AND BUILDING MATERIALS z PLUMBING CONTRACTOR SHALL EXAMINE WORK AND MATERIALS INSTALLED BY LOCATION OF PIPING AND DUCTS, AND NOTING ALL MAJOR CHANGES MADE w OTHERS INSOFAR AS THEY APPLY TO HIS WORK AND SHALL NOTIFY ENGINEER 2.06 SLEEVES: DURING CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN THE DRAWINGS FROM 2 IMMEDIATELY IN WRITING IF CONDITIONS EXIST WHICH WILL. SHOULD A. WALLS AND PARTITIONS: THE ARCHITECT AND SHALL BEAR ALL COSTS IN OBTAINING THE DRAWINGS AND >_ CONTRACTOR START HIS WORK WITHOUT SUCH NOTIFICATION, IT SHALL BE PROVIDING THE AS-BUILT DRAWINGS. THE CONTRACTOR SHALL DELIVER THE Q CONSTRUED AS. 1. PIPE SLEEVES 8-INCH DIAMETER AND MALLER (ABOVE GRADE): SLEEVES } SHALL BE MILD STEEL PIPE OR PLASTI SLEEVES BUILT INTO WALL, DRAWINGS PLUS TWO SETS OF AS-BUILT DRAWINGS TO THE ARCHITECT. EACH M B. AN ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY PARTITION OR BEAM, SIZED TO PASS P PE AND COVERING, LEAVING A SHEET IN EACH SET SHALL BE SIGNED BY A PRINCIPAL REPRESENTATIVE OF THE o OR WORK OF OTHERS TO RECEIVE HIS WORK. HE SHALL REMOVE AND CLEAR SPACE OF 1/4-INCH MINIMUM Bi�'ABRICATION WEEN COVERING AND SLEEVE. CONTRACTOR, DATED AND HAVE "AS-BUILT" STAMPED NEAR THE SIGNATURE. REPLACE, AT HIS OWN EXPENSE, ALL WORK UNDER THIS CONTRACT WHICH PENETRATIONS OF FIRE RATED BARRIER SHALL HAVE MILD STEEL SLEEVES. DRAWINGS SHALL GIVE ACCURATE DIMENSIONS MEASURED FROM COLUMNS, WALLS, 0 MAY HAVE TO BE REMOVED ON ACCOUNT OF SUCH DEFECTS. 2. PIPE SLEEVES INSTALLED IN EXTERIOR LLS BELOW GRADE:SCHEDULE 40 BEAMS AND OTHER FIXED PARTS OF THE BUILDING TO THE CONCEALED 1.07 CONTRACT DRAWINGS STEEL HOT DIPPED GALVANIZED AFTER OR CAST IRON SLEEVE MATERIALS. THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE ZA. IT IS THE INTENT OF DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE WITH 1/4-INCH X 3-INCH CENTER FLANGE (WATER STOP) AROUND THE SITE AND EACH DAY SHALL RECORD INSTALLATION OF PIPE, DUCTS, ETC. TO Z AND FULLY OPERATIONAL, AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS OUTSIDE. INSURE ACCURATE "AS-BUILT" DRAWINGS. THE CONTRACTOR SHALL ALSO w BEEN MADE TO SEPARATE AND COMPLETELY DEFINE WORK UNDER THIS B. PIPE SLEEVES IN FLOORS (ABOVE GRADE): SLEEVES SHALL BE 14 GAUGE FURNISH A SET OF DRAWINGS AND TWO SETS OF CONTRACTOR SIGNED AND a SUCH SEPARATE DIVISIONAL DRAWINGS AND GALVANIZED SHEET STEEL OR PLASTIC, SE BEFORE FLOOR IS POURED SIZED DATED AS-BUILT PRINTS OF THE CONTROLS. ENGINEERS SEAL CONTRACT. HOWEVER, , SPECIFICATIONS SHALL NOT RELIEVE CONTRACTOR FROM FULL RESPONSIBILITY OF TO PASS PIPE AND COVERING, LEAVING A CLEAR SPACE OF 1/4-INCH 3.07 GUARANTEE AND SERVICE COMPLIANCE WITH WORK OF HIS TRADE WHICH MAY BE INDICATED ON ANY BETWEEN COVERING AND SLEEVE, AND SHALL EXTEND 1/2-INCH ABOVE A. IN ADDITION TO THE GUARANTEE OF EQUIPMENT BY THE MANUFACTURER OF 0 DRAWING OR IN ANY SECTION OF THE SPECIFICATIONS. FINISHED FLOOR. EACH PIECE OF EQUIPMENT SPECIFIED HEREIN, THE MECHANICAL CONTRACTOR B. CONTRACTOR SHALL CAREFULLY EXAMINE ARCHITECTURAL, STRUCTURAL, C. SEALING OF SLEEVES: SHALL ALSO GUARANTEE SUCH EQUIPMENT AND SHALL BE HELD RESPONSIBLE n ELECTRICAL, AND MECHANICAL DRAWINGS PRIOR TO SUBMITTING BID. 1. SLEEVES BELOW GRADE: CAULK ANNUL R SPACE BETWEEN PIPE AND FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE FOR NECESSARY 3: CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH wSLEEVE USING OAKUM AND POURED LED BOTH SIDES MINIMUM ONE INCH ADJUSTMENTS AND/OR REPLACEMENTS OF ALL DEFECTIVE EQUIPMENT, MATERIALS = APPROPRIATE SERVICES ALL ITEMS SHOWN ON ANY DRAWINGS WITHOUT DEEP TO MAKE WALL PENETRATION WATER TIGHT. AND WORKMANSHIP WITHOUT EXPENSE TO THE OWNER. PROVIDE A LETTER TO ADDITIONAL EXPENSE TO OWNER. ARCHITECT SHALL BE NOTIFIED PRIOR TO BID ° 2. SLEEVES ABOVE GRADE: OPENINGS AROUND PIPES, DUCT, ETC., PASSING THE OWNER STATING THE CONTRACTOR'S GUARANTEE AND DATES OF GUARANTEE w DATE OF ANY DISCREPANCIES, OMISSIONS, CONFLICTS OR INTERFERENCES WHICH THROUGH SLEEVES SHALL BE MADE DRAFT FREE AND VERMIN-PROOF BY COVERAGE. � ►� Awotit%*, '' ° OCCUR BETWEEN DRAWINGS OR BETWEEN DRAWINGS AND SPECIFICATIONS. IF E PACKING SOLIDLY WITH MINERAL WOOL R FIBERGLASS. - '��,\GSS O�� } SUCH NOTIFICATION IS RECEIVED IN ADEQUATE TIME, ADDITIONAL DATA OR3.08 REMOVAL OF RUBBISH 3. SEALING OF SLEEVES THROUGH FIRE R TED BARRIERS: OPENINGS AROUND =_ a CHANGES WILL BE ISSUED BY ADDENDUM TO ALL BIDDERS. SUBMITTAL OF BIDPIPES ETC. THROUGH FIRE RATED BA RIERS SHALL BE SEALED USING AN A. CONTRACTOR SHALL AT ALL TIMES KEEP PREMISES FREE FROM ACCUMULATIONS - o. Z co BY CONTRACTOR SHALL INDICATES THE CONTRACTORS ACKNOWLEDGEMENT U.L. APPROVED METHOD RATED AT LEAST EQUAL TO THE WALL BEING OF WASTE MATERIAL OR RUBBISH GENERATED BY WORK UNDER THIS CONTRACT. • D AND ACCEPTANCE TO PROVIDE ALL NECESSARY EQUIPMENT, MATERIALS AND PENETRATED. w LABOR TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IN 3.09 EXCAVATION, BACKFILLING AND COMPACTION ��; � ACCORDANCE WITH ALL CODE REQUIREMENTS. A. ALL EXCAVATION, BACKFILLING, COMPACTION, TESTING, ETC. REQUIRED FOR THE ,�� �� •�.�� INSTALLATION OF UNDERGROUND PIPING IN THIS DIVISION OF THE SPECIFICATIONS � ••.� Q`.• �► 0° ALL TAKE PRECEDENCE OVER MECHANICAL S C. ARCHITECTURAL DRAWINGS HOR�� • or SHALL BE DONE BY THE PLUMBING CONTRACTOR. THIS WORK SHALL BE DONE �S •'•••A••••'' �1'� DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION. PLUMBING IN STRICT ACCORDANCE WITH EXCAVATION AND BACKFILLING SECTION OF `s101VAL.E� o DRAWINGS ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS DIVISION 2. o ACTUAL CONSTRUCTION OF BUILDING AND WORK OF OTHER TRADES WILL PERMIT. WHERE LOCATIONS OF EQUIPMENT, DEVICES OR FIXTURES ARE CONTROLLED BY CADD DWG. FILE NO. o ARCHITECTURAL FEATURES, ESTABLISH SUCH LOCATIONS BY REFERRING TO °� DIMENSIONS ON ARCHITECTURAL DRAWINGS AND NOT BY SCALING DRAWINGS. CHANGES FROM DRAWINGS NECESSARY TO MAKE WORK OF CONTRACTOR CONFORM WITH BUILDING AS CONSTRUCTED AND TO FIT WORK OF OTHER SCALE co TRADES OR RULES OF BODIES HAVING JURISDICTION SHALL BE MADE BY AS SHOWN D CONTRACTOR AT HIS OWN EXPENSE. SOME DRAWINGS MAY HAVE BEEN m PREPARED FROM EXISTING DRAWINGS WITH INTENT OF PROVIDING THE DRAWN BY } CONTRACTOR WITH INFORMATION CONCERNING THE EXISTING CONDITIONS. DATA MK SHOWN HAS NOT BEEN COMPLETELY VERIFIED BY ARCHITECT/ENGINEER AND NO w GUARANTEE OF ACCURACY OF THIS INFORMATION IS GIVEN OR INTENDED. IT LEGAL DESCRIPTION ° SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL EXISTING Cnn CONDITIONS. DATA WHICH IS SHOWN BUT PROVES TO BE INCORRECT SHALL IN = NO WAY RELIEVE THE CONTRACTOR FROM INSTALLING HIS WORK WITHIN THE o INTENT OF PLANS AND SPECIFICATIONS, NOR SHALL IT CONSTITUTE BASIS FOR A CHANGE ORDER UNLESS, IN THE OPINION OF THE ARCHITECT/ENGINEER IT IS a DETERMINED TO BE AN EXTRA COST OVER AND ABOVE THE BASIC INTENT OF (L THESE PLANS AND SPECIFICATIONS. PROJECT PHASE 0 Z 6 1.08 DAMAGE TO OTHER WORK PERMIT SET > A. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER PROTECTIVE MEASURES N WHEN WORKING OVERHEAD OR IN FINISHED AREAS. HE/SHE SHALL REPAIR, PROJECT NUMBER w REPLACE OR TOUCH-UP ALL FINISHED SURFACES WHICH MAY BE DAMAGED 18-11- U) AS A RESULT OF HIS OPERATIONS. CD 1.09 STORAGE AND WORK AREAS rn w A. ALL EQUIPMENT AND MATERIALS SHALL BE PROTECTED FROM THE WEATHER, DAMAGE, MOISTURE, DIRT, DEBRIS, ETC. USE OF CARDBOARD, VISQUEEN, OR 3 W OTHER SIMILAR MATERIALS WHILE STORED OUTSIDE IS NOT ACCEPTABLE. DC NEW CONSTRUCTION .v NOT INSTALL DAMAGED EQUIPMENT. zo 0 1.10 APPROVAL OF MATERIAL F A. EQUIPMENT OTHER THAN SPECIFIED IN THE CONTRACT DOCUMENTS REQUIRES a ATLANTIC BEACH, FLORIDA U 0 APPROVAL FROM ENGINEER 10 DAYS PRIOR TO BID DATE. Q B. WRITTEN REQUEST FOR PRIOR APPROVAL MUST BE RECEIVED IN ENGINEER'S OFFICE BY CLOSE OF BUSINESS NO LATER THAN 10 DAYS PRIOR TO ATLANTIC BEACH IL o SCHEDULED BID DATE. REQUEST SHALL CONTAIN DETAILED INFORMATION ON E Z THE PROPOSED ITEM. THIS SHALL INCLUDE: 0 1. CATALOG CUTS SHEETS COUNTRY CLUB _E w 2. DETAILED SPECIFICATIONS a. 6 3. DESCRIPTION OF DEVIATION FROM SPECIFIED ITEM M CVEIGH MANGUM cl Q C. AN ADDENDA SHALL BE ISSUED LISTING ALL PROSPECTIVE CONTRACTORSPLUMSIN, G o LISTING ALL PRIOR APPROVED MANUFACTURERS AND PRODUCTS. cv E N 9133 R.G. Skinner Parkway SP ECI FI CATS} S M f- Jacksonville, Florida 32256 - c0 Ph: (904)483-5200 Fax: (904)636-6770 rf 4, CA 6330 email:mail@McVeighMangum.com dEng.of Record: F_Yarizadeti License No.: 40287 0 SFS ti; r M PO ., 2 Thesematerials are copyrighted and protected under Section 102 of the Achitectural Works Copyright Protection Act of 1990. The copyright protections apply to the Moverall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of 04 these materials can result in substantial criminal and civil liability. D4 NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES W co � � rn N N N N M M TWO 4" STUB-OUTS: .20 cU 1. HIGHER LINE FOR FUTURE HEATERS, PROVIDE LINE o ao PRESSURE REGULATOR FOR 2-psi PIPING SYSTEM AS LO I� a? �o � REQUIRED ai No u' � 2. 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COUNTRYCLUB .E w 0 0 RESTROOM SANITARY PLAN FINISHED FLOOR EL=9.30 V) 6 INV EL=6.73 P2.1 SCALE: 1/4" 1'-0" McVEIGH MANGUM cl Q_ CD CLUBHO U S-E, CD ENGINEERING - INC to N 9133 R.G. Skinner Parkway K I T 0 SANITARY PLA 0 _r Jacksonville, Florida 32256 r2 CHEN SANITARY PLAN Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mailgMcVeighMangum.com 00 1* P2.1 SCALE: 1/4" 1'-0" Eng.ofRecord: LicenseNo.: 40287 0 0 E �2.1 �17 4 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright to protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 4m 0 DO NOT MEASURE DRAWINGS NO= ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES X F, ........... I'll Z L ED r---------------------I ................... L---------- - L0 0 '3" 04 04 CY) CY) --------------- co CU LO TRAP PRIMER, 0 00 TYPICAL OF 2 LL 0 Ul) 00 CF) HVAC �ZMECHANICAL F-De"( 0 M ZANINE > C C> ip CY) 0 0 204 Cn 0) U hd 0 L) =3 0) A2 cu < CU U_ CU WH-2 U_ TP-2 FD C:> U') 00 ix" HW/CW TO GR-3 co U) 00 WATER HEATERS (I> C"i 2 C) W .......... - ........ C) Y4" GAS 0 2 psi ...................... ... ---------------- 'he CD (398 MBH) i..................................................................................................................................................................................................... CU CU X2"CW UP FROM .......... FIRST FLOOR U C'u- 0 co t.............. .1 Ak 1 0 L—i 2 cu A P4 a 04 0 \41 N 00 04 MEZ-Z ANINE DOMESTIC WATER PLAN ENLARGED ROOF PLAN K*03 P2.1 SCALE: 1/4 1'-0" P2.1 SCALE: 1/4" 1'-0" NO it if .......... I -------------------- A ................................... ............................................................................ ................................... X" GAS 0 2 psi i F0 .................... ............ ............................................. ............. ... (167 MBH) ..................... ......... .........................._= .I .................... Hill ............. ................................ ........................ J \ti 38 MBH ER ............................... -1:1 L-2 TRA� 1 WC-2 .............. ..............I .......................-..................... CONSULTANTS ............................................ ..................... ............... 3 HANDICAP STRUCTURAL RESTROOM GAS 0 2 psi 111A MCVEIGH & MANGUM (38 MBH) it I ENGINEERING, INC. ........................... ............ it It 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 2 A IFOOI) BEVERAGE PH: 904.483.5200 .................. 'T' WINDOW P F0057 MP&FP 0ii, LL_ El� Pit MCVEIGH & MANGUM ................... ENGINEERING, INC. ............... 9133 RG SKINNER PARKWAY ----------------- Y4" GAS 0 2 psi J! 1 41: ............ Uj JACKSONVILLE, FL 32256 "x (205 MBH) I'd i PH: 904.483.5200 0 _J1......... ELECTRICAL W 3 .......... ....... MCVEIGH & MANGUM ................... W, ............................... ------ ............... < ENGINEERING, INC. ................................ ................ ..................................... 9133 RG SKINNER PARKWAY ............. X-CW ........... .......... "CW JACKSONVILLE, FL 32256 ---------- .................... ........................................ ------- .............. ............ ............. PH: 904.483.5200 120 MBH Z MIEN S BAR 0 LOCKERS 0 EE P1.1 ----------- 120 99 MBH ....... -y4"C W S LANDSCAPE ARCHITECT LL F006 FOR CONTINUATION 0 ------------ ------ SERVIC5 ......... F_ Z ............... ....................... ........ EUTHENICS STUDIO ............ 720 MBH Z2 W .................. ..................co 1650 B Z ATLANTIC BEACH, FL 32233 ...................... 0 i .................................................................. .................................................. ................. ........... ................ FOR CONTINUATION 720 MBH Y2 FIC W PH: 904.246.6219 lu Z X" GAS 0 11 W.C. ........... tLU .................................................... . .............. ..................... BELOW GRADE VESTIBULE .......................... ------ FOYER 180 MBH RESTROOM 180 MBH ft1397A (15 MBH):­:::�:-' ............................................................................................................................... .......................................... REVISION DATE .................. ------- E 30 &COOLER MBH' SHOE,,SHIN: .......... VESTIBULE PRVATE AREA 0 ............ PERMIT SET 12/13/13 MEN S MATE 1 129 15 MBH HW/CW BELOW GRADE ED RESTROOM X"CW BELOW GRADE X !I! NOTE: ........................ 0 ............ :: : - THIS CONTRACTOR IS RESPONSIBLE FOR ALL TRAP PRIMER, 1 2V GAS 0 11 W.0 /14 NER COMMENTS A"CW TO STEAM FILTER— ...........TYPICAL OF 13 OW 02/19 (2094 iii ROUGH—INS AND FINAL CONNECTIONS TO FOOD MBHj 1X" GAS 0 2 psi < X"FCW TO STEAMER Z SERVICE EQUIPMENT. .................. (2094 MBH) LU 06/18/14 3 OMER COMMENTS .................. ............ 2 1-0 S-1 I 114A ..................... .................. 3 -�! -­ ----­----- - ........... ............. ..................... ............................................. COOLER .. ............... Z 09/12/14 < rl MB HANDICAP ADA MODIFICATIONS --------------- -------------------------------------------------------- .............. ............. > ca .... ...................................... ..... .............. -77 0 V TRAP PRIMER, ................... ....... .......... .......... ........ ........ ..... .................................. ................ ................ .................. ....................................................... ........... TYPICAL OF 7 ---------......... ifft ;Y,'HW/CW DOWN ............................ .......................................................................... ............................................. .......................... ............... 2"CW LL x"CW __0 ED 0 -—--------- L ................ X"FCW RESTROOM Z HANDICAP < Z WC—2 X-CW BELOWGRADE�................. L-1 1 138 WC-2 ........... ............C-1 H 1 WC-2 Uj KITCHEN SEAL ................... ......... ENGINEER'S L Z .......................... ENQ'S BEVERAGESf COOLER................................. E> U_ 114 130J ......... LWOM E S 0 WC-41 WC f4" CW DOWN TO ............................. lo, 1 l9HW .............. LU L DOMES11 ................... it ..........(Y ---------------- ............................. ................... ........... .... __0 ED 4"CW TO WATER SOFTENER MECHANICAL SERVICE ............ 0 ................... .......................... ........................................................ ....................... ..............................ft........................................... ...................---------- ......... U 2 L WC D Yxj ........... SHOWER SH- 0 S SH C EN-'Q1 -RESTROOM ............ R ELECTRIICAL 1X2" HW/CW TO WATE ............... LU y2_1 W ;y4"Hw WOMENOS ................. .................... .................... .......... ........ ............. ....... ..................... .......... SERVICE F CW Y2 W_ 4"CW FROM WATER SOFTENER No. 7 . ............................. MEWS RESTROOM ............... TO BUILDING GAS 0 2 psi WC—1 -4 Uj F_ r�13 87 (398 MBH ............ HALL M TE '2' .......... .......... FY 3 ED WS ED "FCW Ole co 0— X"CW UP TO 1"FCW MEZZ. FDC/RISER L VIHW- q� Mi 4 1 Uj 1"HW T CADD DWG. FILE NO. 4"CW----------- A2 0 I VESTIBULE X: L) WMEN S F'RIVATE 171351 �r- I V_a. 0 Uj RESTROOM HALL 04 SHUT—OFF VALVE _2" GAS02 psi SCALE IN RISE 1" GAS 0 2 psi LLj A2 ix" GAS 0 2 psi 50 LF) AS SHOWN .......... (603 MBH) (3095 MBf .... ......... .................. ........ ...... .... .......... Uj .. ......... . ....... 3 CW DRAWN BY FDC 3 WATER FILTER, BY OTHERS < TWO—WAY WALL MK f9HW �X"HW SIAMESE %9$HW 1Y4"H CO2 TAN�, B 1 X 1"HW LEGAL DESCRIPTION "HWR 0 ;Y4 F TA,OLE ............ CONNECTION 3/4' L-1 QW STORAGE co HB ——————————---——— —— DELIVERY ENTRY I I 11CW U_ GAS 0 2 psi CW 4. _3"CW 3 0 1X"CW �Y W. Y2"CW 2X2 (398 MBH) ........... MEMBMSHIP RECE�PTION STATION OFFICE OM < E TPOOS 01 Y44 CW �7_ PROJECT PHASE 0 Z L-2 SHOWERS LUj PERMIT SET -Y4" GAS 0 2 psi > (398 MBH) ED H DICAP RE TROOM TO FITNESS CENTER PROJECT NUMBER 3" CW BELOW GRADE co 0— W OFFICE ............ TO FITNESS CENTER 18-11- 10 33A I 00 —0 RCP-1 C14 ED ..................................... ....................................... .......... ..................... ED ................. ................. ...................................... ..........--------- GR-3 ................... L 4" DOMESTIcWATER; .......... ....... I... ....... ........ ........................................................................ .......... ED ...... ....................................... SEE CIVIL DRAWINGS FOR CONT. < SH— .................. 0 .......... ............ Uj .......... C_ C' .......... 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Skinner Parkway 2�_l SCALE: 1/4" 1'-0" DOMESTIC Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 RE PLANS CA 6330 email:mailgMcVeighMangum.com t-/ Eng.of Record: IF License No.: 40287 0 SCALE: 1/4" 1'-0" These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright P2 . 2 0 protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0> I .................... 2.1 ok 0 ­- ", ,---�__ DO NOT MEASURE DRAWINGS �,\. / NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES `. �/ PRIOR TO CONSTRUCTION. 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These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the r�. -1 , o P 2 . 4� overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of ��:, - . 'N" _�;' -these materials can result in substantial criminal and civil liability. . . 1`1 I I -# 4-30v" - ;I = W �,�I __ -,"'- - z r1 ,11 I i I I I 1: -1 �g I ,U 3 11, I r I I � � 11 i i � I I �, _1 j L I I ( --\I, , 1, L , *,---- L'--,-., ­7-*­** "' * , ,"" I I I I I=--- I I I 1 =:_ ......:.,.,.�.`:r;H,:.�.�.__= I V � 0 V_ � i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES i i \ W L ' N o F- N ---\ I > ' I M \ JI � co ` D co I \ r +1 I . L LL O \ I H � 00 0 / I •; \ I p + M • I > Y Q N U � (a X / \ I Q LL to ` C:) L � 00 oU = � � 1 I— M I II V) PIN cu r s I \/ Ito �O II I I / / / ~NTI 2 N / / \ 00 N < , / Cb \ / I \ N / ti I �� rrS ?,d / I � R b CONSULTANTS N 2 s' STRUCTURAL N TPIN ENGINEERING MCVEIGH & MANGUM I \ � amu.. u�,. I / `�s \ � �� INC. I \ I \ I s s I I 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 \ PH: 904.483.5200 I \ �I rJ mss, -\ V� `F" I I/ '��.• Dc� I \ LI �e I \ MCVEIGH & MANGUM I I I \ I I I I Ile ENGINEERING, INC. N / / I sy 9133 RG SKINNER PARKWAY Uj I \ / ` > I ( ��, / ; mss' JACKSONVILLE, FL 32256 U �` \ I iv I ��, z PH: 904.483.5200 '� I I > � I N N I .�` W I \ / \ N r5 �s `moo / I4 ELECTRICAL MCVEIGH & MANGUM a ENGINEERING, INC. 9133 RG SKINNER PARKWAY o / N JACKSONVILLE, FL 32256 Z0 \ �♦ 1 I r� / I Q PH: 904.483.5200 U IsI / r S/ / I �� o ( `V ( / / � � LANDSCAPE ARCHITECT Z mss, < oo I EUTHENICS STUDIO W Z I 1650 BEACH AVENUE o ,�� ATLANTIC BEACH, FL 32233 W I \ PH: 904.246.6219 i RS I s REVISION DATE 0_ I � PERMIT SET 12/13/13 IT < � p` I `r 1 OWNER COMMENTS 0219 14 co / / W '�� I �0 2 OWNER COMMENTS 06/18/14 Z I `mss a �� Q3 ADA MODIFICATIONS 09/12/14 o: O I } z Q 3 0 ` W ZENGINEER'S SEAL D LO I O U W 0: W H o ,,• ` 'pYAR �'' y 146 00 a .40237 fn z • O � At*- • .. W ; SCA �. ssiONAL L rC-n CADD DWG. FILE NO. F CL SCALE Cn AS SHOWN LLJ } xo- DRAWN BY � ����� LEGAL DESCRIPTION O 2 F- U- 0 f— a: Q a O PROJECT PHASE Z 6 W PERMIT SET o_ W cn PROJECT NU W W 18-11- cn it rs -1 RESTROOM SANITARY RISER_ �-i NTS NEW CONSTRUCTION D U W 3 ATLANTIC BEACH, FLORIDA Q v ATLANTIC BEACH � Y 0 COUNTRY CLUB 5E � U Q McVEIGH M RISER DIAQRAM a- o ENGINEERING • INC N 9133 ay O = Jacksonville, Florida 3. Skinner 22 6 t� (� Ph: (904)483-5200 Fax: (904)636-6770 } CA 6330 email:mail@McVeighMangum.com a Eng.of Record: F_Yarizacieh License No.: 40287 t� OU These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightP3 . 1 N protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES o0 I \ r CO \ N o N N I LU M V {. O ca s � L to -p / O 00 -r- c) �"N LL 00 s O / p � mac'? � I 11-11 > �-` LL E..� 0 D � M N C4 D N 2 M / .p U \ / —2 S Y0CU °irn U N p O a)CU IU N V co N to I 3 p` CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. / I 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 1 / : PH: 904.483.5200 \ / 1-01 I V MP&FP > > I MCVEIGH & MANGUM ENGINEERING, INC. SR-4 FITNESS CEN TER SANITARY RISER 9133 RG SKINNER PARKWAY \ \ 1-01 / JACKSONVILLE, FL 32256 \j I > P3.2 NTS PH: 904.483.5200 S.N ELECTRICAL MCVEIGH & MANGUM a �� \ / N > \ ENGINEERING, INC. _ 9133 RG SKINNER PARKWAY 2"S 2"S \I ( R�`C, \ HC 9040.483 5200 L 32256 U_ \ `�' I p �; I \ / \ LANDSCAPE ARCHITECT Z ' \ I \ ( \ EUTHENICS STUDIO Z s� / \ � > \ \ 1650 BEACH AVENUE sus /I \ / ' \ ATLANTIC BEACH, FL 32233 Z cv / \ / > PH: 904.246.6219 LU REVISION DATE o > —\ / / PERMIT SET 12/13/13 I r \ / (L L 2S_ �t OWNER COMMENTS 06/18/14 Z �s s �� V _2MS a �� Q3 ADA MODIFICATIONS 09/12/14 � �s / Vic' � NOt �% ` , �• I < 11101 F Z �� Q w 016-1 ENGINEER'S SEAL 0 \ \ L/ _ \ U 4 \ \ w olitIn�+/n / ****see EN ',�'9Q 0 eV >_ / I .402 r4p del 7 • KSR-3 POOL RESTROOM SANITARY RISER STAT 6>01 P3.2 �NTS \IO.� .A .. ��..•' �,rs I ••n••• • �C� mONAL �s \I w \ I• \ <ZP U ( \ C \ CADD DWG. FILE NO. D �y OTN \ \ W SCALE uWi /\ \ `��, s AS SHOWN LU �� C� �� G�� Dc DRAWN BY 1 Q std � �� tK Y O I I !YLEGAL DESCRIPTION I I U) 2 LL p I �0,o F- Oct D`�1� a a Z AS RSO PROJECT PHASE w sFFo CPQ O PERMIT SET ��s�'Q ��QO� 0�� PROJECT NUMBER LLI yFotio o GPS 18-11- Cn �o CD � st S Q w NEW CONSTRUCTION W_ to D CD R� U O CD = O ATLANTIC BEACH, FLORIDA 3 U vi a &_ D ATLANTIC BEACH 'v z _ O COUNTRY CLUB rsR-2 KITCHEN SANITARY RISER M17__�7� CVEIGH MANGUM P3.2 NTS tL o ENGINEERING - INC RISER DIAGfAI 0 M N 9133 R.G. Skinner Parkway M Ph: (904)483-5200 Florida ax: (904)636-6770 iY CA 6330 email:mail@McVeighMangum.com U') a Eng.of Record: F_Yarizacleti License No.: 40287 O4 n U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright P3m2 co protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other CY)\ elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I Fr--1 Cn It LO SQ` N O N N M M 1 = � CU a �P OCA � C) NNp <Lco� C'7 N CV p N Co CM a Ca �( o N U) 00 Ch N ni :3 N 20 CO rrr U � o y / Cu � r a U CL N P r(&4 i CU N r/ti / 0) N tL r / 4' rc� I oo 's'z, /� � r r / /� I F \ oy tiG� F,ps / vo':Qo- r ,� \ vlv / / \ / CONSULTANTS / r I �'sy STRUCTURAL MCVEIGH & MANGUM r • N. \ — --� _ ENGINEERING, INC. <Z> 4-; 9133 RG SKINNER PARKWAY *,j JACKSONVILLE, FL 32256 / PH: 904.483.5200 N. �oF MCVEIGH & MANGUM I ENGINEERING, INC. I 144- P / U .019133 RG SKINNER PARKWAY �P N \ 44 JACKSONVILLE, FL 32256 v / I PH: 904.483.5200 r 3 I z oR- Q -qpo-9 ELECTRICAL o�s,S, yti / Esq op o '�-q tiE. MCVEIGH & MANGUM ENGINEERING, INC. 'f' 3 I= �I P P >. 9133 RG SKINNER PARKWAY s v I I s `'' `�' ��" ;rte ` o �o JACKSONVILLE, FL 32256 0 3 I(_ ' �y� �`'' \ ��,Q s �p.o PH: 904.483.5200 v U I I IN (> U_ <Z> / yF.Q LANDSCAPE ARCHITECT Z EUTHENICS STUDIO I o siy� c� � 1650 BEACH AVENUE I "9 ATLANTIC BEACH, FL 32233 U I ,f, w I I sp PH: 904.246.6219 o REVISION DATE a a siy� j PERMIT SET 12/13/13 co oll� 2 OWNER COMMENTS 06/18/14 a LU z I Q M O � do �-9 o �'-p s < -op _ W �/ / / / / ENGINEER'S SEAL Z W / / (n / / / w 40 LU s _ 140.40267 s o �o'f' s of o� '• STA w .. o o ' w U D CADD DWG. FILE NO. Ix a. W . Q SCALE LU AS SHOWN LU M DRAWN BY Q Y LEGAL DESCRIPTION U) 2 H 0 -1 KIT HEN DOMESTIC WATER RISER Q a P3.3 NTS 0 Z PROJECT PHASE w PERMIT SET LU co PROJECT NUMBER LUW Cn 18-11- c� J J Q w NEW CONSTRUCTION D CA U W N ATLANTIC BEACH, FLORIDA Q E _ v ATLANTIC BEACH Y 4 COUNTRY CLUB m U pe) MANGUM a N ENGINEERING - INC RISER DIAGRAl. ...a 0 = 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 U Ph: (904)483-5200 Fax: (904)636-6770 }� CA 6330 email:mail@McVeighMangum.com N a Eng.of Record: F_Yarizadelz License No.: 40287 M OU These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightP33 N protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other ■ elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES W c0 CD N O N N M co to Occ 0 00 r- O O co N Np L1. 0 M N N C O O O M O ' U O O Cp CUX � SIL Q i M '� ` r U) LL U N i Pi f, � V VIt O M � O U M CU 'i o rn v M co c' U -:!, � aEF .. U N 0 i N fl.0 N i N U ON .� O N i i 3 -2� 0003 U Pit ?� CONSULTANTS U STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY \ y� 6 JACKSONVILLE, FL 32256 6PH: 904.483.5200 � i y, �y MP&FP ti MCVEIGH & MANGUM r c'sy / ENGINEERING, INC. / y / ' 9133 RG SKINNER PARKWAY } ��`� �., G'P I� JACKSONVILLE, FL 32256 c� o' y PH: 904.483.5200 W ELECTRICAL ati� 3 I = `l' �� MCVEIGH & MANGUM _ L), ENGINEERING, INC. 0 jrI U ��-. _� JACKSO JACKSONVILLE, F133 RG SKINNERL32 56 AY Z I PH: 904.483.5200 N. / I� �� �: U �\ U b �� I / U- _�. I I LANDSCAPE ARCHITECT W > I U10� itis EUTHENICS STUDIO C/) I ` ` / r•z� // '� 1650 BEACH AVENUE 3 \ \�\ s. ATLANTIC BEACH, FL 32233 Z U \ \ « ` ' �� `�' / �Q`c.�P ` SQ' tiP PH: 904.246.6219 .01 U \ r y1 i 3 �Q► \ ( REVISION DATE W , ' _ I I /� / PERMIT SET 12/13/13 a �� 1 � �' 3 t �� ` � / �— / ��-9 '�� �' U I= 1 OWNER COMMENTS 02/19/14 w I ,� 1 .. 5�y v /o��I %'/ I Q2 OWNER COMMENTS 06/18/14 i A \ / ' U Z v 3 �� �'� r,2� •/ v I Q3 ADA MODIFICATIONS 09/12/14 U I \ � � G / U ' N. 3 = / o U LL UI r <Z> ` I Z Z U \\ i ' ENGINEER'S SEAL O o ` A U C � ��ifi FF H CK 0 0060604400 o Or- W OF 4: DSSIGO * T cv 0 +aa� W U CADD DWG. FILE NO. 0 O a W o: SCALE _ O C AS SHOWN D W DRAWN BY Q Y LEGAL DESCRIPTION O 0 WR-2 RESTROOM DOMESTIC WATER RISER Q P3.4 NTS a 0 PROJECT z 6 W PERMIT SET o: W PROJECT NUMBER Cn 18-11- 0 J J Q w NEW CONSTRUCTION W U ATLANTIC BEACH, FLORIDA '3v o: Q a � ATLANTIC BEACH Z 0 COUNTRY CLUB U Qr MCVEIGH MANGUM a o ENGINEERING • INC RISER DIA AM N 9133 R.G. Skinner Parkway O = Jacksonville, Florida 32256 M Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com NEng.of Record: F_Yarizadeti License No.: 40287 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightP304 N protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other 171. elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. rn 0 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES s� 00 . <Z> d rn \moi . r) \ cu � o cc o � N. �� z04 00 \\ O C O N. � i / O (h 07 y / CU X Q :� �' C' G� �J V_ (A LCL IL �� / 0000 CM 7V� loe 0 = (6 04 ooli C) C) cu co �W09), <Z> N \ ?, — �� \ \ .01 a O m / ca C14 U �t � / i U � loll k> % 3 UI / � S \` i CONSULTANTS STRUCTURAL MCVEIGH & MANGUM PIN,z� Q�� ENGINEERING, INC. \ �- 9133 RG SKINNER PARKWAY Q I U JACKSONVILLE, FL 32256 Ooo> PH: 904.483.5200 / ' \ \ i� / I MP&FP I MCVEIGH & MANGUM �`��A'f% I \ ENGINEERING, INC. 9133 RG SKINNER PARKWAY � \ \ / JACKSONVILLE, FL 32256 = U �� ��� ��✓ PH: 904.483.5200 W ELECTRICAL MCVEIGH & MANGUM a ' ENGINEERING, INC. I v 3 = hey ., G'P 9133 RG SKINNER PARKWAY � C1_1�� (� � `off PH: 904.435 00 L JACKSONVILLE, 2256 z � I LL I I ` LANDSCAPE ARCHITECT zU W I` EUTHENICS STUDIO z 3 1650 BEACH AVENUE o I ATLANTIC BEACH, FL 32233 w I ,� PH: 904.246.6219 REVISION DATE x O 0 PERMIT SET 12/13/13 (L O 2 OWNER COMMENTS 06/18/14 co z 3 ADA MODIFICATIONS 09/12/14 z WR-3 ITNESS CENTER DOMESTIC WATER RISER a m P3.5 MTS O 0 z a z _ o w F a U_ ENGINEER'S SEAL z O w U) w 1H rip, 40,O , . 0 1Y2" GAS ® 2 psi N4" GAS CSD 2 psi ��G> :�G • s W -T-M •• (3618 MBH) .N (434 MBH) 0. W 2 GAS ® 2 psi ® ® ® ® A ti R 4014 MBH TOTAL 0 250 LF cnI cn I cn I U) I 'pQ ••••••" • t`���, I GR-1 2J " GAS 0 11 W.C. GR 3 Uj 1Y2" GAS ® 2 psi GR-2 GR-3 CADD DWG. FILE NO. O I 2788 MBH cn I cn I cn I cn I cn I cn I w a 0 0 Cad 0 Cad 0 W = NSCALE aS SHOWN , l �_ = V) aM W _2 A } = M 0 I W v =M DRAWN BY a Y MM Jm ZM rM M Ohm O Q 2 52 a M x M x M 2 Q LEGAL DESCRIPTION GR—'- Q v m y 00 04 04 L2 C-4 3 � 3 1i W v v 0 Of O Q J M O IY C'4'-% M Q a = J En Z F- M M PROJECT PHASE r- U w w rn PERMIT SET > X: WPROJECT NUMBER 3 18-11- `� 2 J J a w NEW CONSTRUCTION co D (O GR-1 GAS RISER 01 U W P3.5 NTS ATLANTIC BEACH, FLORIDA 3 U v � vi a Z) o ATLANTIC BEACH z 0 COUNTRY CLUB ) U Q MCVEIGH MANGUM (L o ENGINEERING • INC RISER 4 A AM M 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 r� C7 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com O Eng.of Record: F_YarizadeZi License No.: 40287 <4 _ r 00 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright P3w5 (0_ protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other \ elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. 0 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES A INLET PRESSURE GAUGE ALTERNATOR CONTROLLER AND SAMPLE VALVE D D INLET PRESSURE GAUGE MINERAL TANK MINERAL TANK REMOTE STADER AND SAMPLE VALVE LO N O N O N (h co CU O _ .O Cop U- O O Op TRAP PRIMER o N HARD WATER INLET o a o a o a a o 1/2" CW SUPPLY N PIPING IN WALL o, CU 3 \ 'E� I G L V l U I I I I 1 LAVATORY `' x 3, 3 n O BYPASS VALVE i NOTE: �� N NORMALLY CLOSED / 1 2" CW SUPPLY PROVIDE SEPARATE TRAP ,/ `,:,,f:� I W "' LO `t I TO FAUCET PRIMER FOR EACH DRAIN. ` AUTOMATIC BACKWASH I I I FLOW CONTROLLER CONDO UNIT MECHANICAL ROOM I i I ai N N TRAP PRIMER EQUAL i co C° BRINE TANK I I SOFT WATER OUTLET � o 4 rn TO ZURN Z-1022 I U /� o i 3 L V/ U cu 3 1/2" S H. 4 PV 1/2" SCH. 40 CPVC a a C 0 C C i PIPING FROM PRIMER U Z' 0 � PIPING FROM PRIMER ESCUTCHEON co " a O TO AUXILIARY INLET PLATE (TYP.) TO AUXILIARY INLET a O DRAIN OUTLET FLOOR DRAIN FITTING ON DRAIN FLOOR DRAIN FITTING ON DRAIN N U END ELEVATION FINISHED FLOOR I FINISHED FLOOR N SIDE ELEVATION a .� _ . . a . • •. C . y 1. 2" X 2' 304 STAINLESS STEEL STRUCTURAL SQUARE TUBE. — — 2. CONTRO ENCLOSURE, NOTES, 3. DISCHARGE HEADER SUPPORT 4. VIBRATION ISOLATORS ATTACHED TO MOTOR BRACKET AND SYSTEM BASE 1. PROVIDE A PRE—PIPED SYSTEM NTH ALL VALVES AND EQUIPMENT TO PROVIDE: 5. 304 STAINLESS STEEL SUCTION HEADER AND BRANCH PIPING 6. 304 STAINLESS STEEL DISCHARGE HEADER AND BRANCH PIPING. A. CONTINUOUS SYSTEM FLOW & PRESSURE DROP B. PEAK SYSTEM FLOW AND PRESSURE DROP C. DAILY HOURS OF WATER DEMAND 3 TRAP PRIMER DETAIL 4 FLOOR DRAIN TRAP PRIMER DETAIL D. OPERATING TEMPERATURE RANGE E. OPERATING PRESSURE RANGE (SYSTEM) 2 DOMESTIC W PRESSURE BOOSTER SYSTEM DETAIL P4.1 NTS P4.1 NTS F. ELECTRICAL REQUIREMENTS P4.1 NTS CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. SINK 9133 RG SKINNER PARKWAY WATER SOFTENER SYSTEM SCHEMATIC COUNTER JACKSONVILLE, FL 32256 _. _ ___ __. \ __ _ _ _ _ _.__ _ __ __ PH: 904.483.5200 P4.1 NTS M P&FP STUDOR MCVEIGH & MANGUM ENGINEERING, INC. LLi 9133 RG SKINNER PARKWAY M MAY EXTEND AS A JACKSONVILLE, FL 32256 W FLOOR CO W/ACCESS COVER. FINISHED BRASS CO PLUG f_WASTENENT STACK PH: 904.483.5200 UNE TOP OF COVER FLUSH GRADE W COUNTER SUNK HEAD COPPER OR LEAD SLEEVE ELECTRICAL _ / WITH FLANGE P—TRA W/TOP OF FLOOR _ MCVEIGH & MANGUM _ 7. SAN. PIPE ENGINEERING, INC. D ' j�/ // e. .' - \\�\\�\�� CHROME WALLCOVER 9133 RG SKINNER PARKWAY z ; \j\\�j\\ //�\/�\/i AND SCREW WCL JACKSONVILLE, FL 32256 p �� N VENT PIPE PH: 904.483.5200 Cif 16 SQUARE CONCRETE PAD PLUGGED TEE ROOF MASTIC U- --1/8 BEND 1/8 BEND TROWEL SMOOTH AND EDGE WITH CLEANOUT LANDSCAPE ARCHITECT CONCRETE 4 DEEP WITH WWF 4" - FLOOR z "—BALANCE OF PIPING REINFORCEMENTS z SAME AS CLEANOUT / o WASTE LINE; FLOOR LINE 650 BEANHCAVENUEDIO U TO GRADE , LENGTH TO SUIT I ATLANTIC BEACH, FL 32233 z ROOF DECK ROOF DECK PH: 904.246.6219 � WASTE LINECf- . .' ,.• . ••� •" .• ;�•..• '•�••: � PACK W OAKUM OR EQUAL REVISION DATE p CLEANOUT SHALL NOT BE \-1/8 BEND IF CLEANOUT MATERIAL TO PREVENT NOTES: o LOCATED IN CARPETED AREA OCCURS AT END OF UNE 118 BEND ASPHALT DRAINAGE 1) THE AIR ADMITTANCE VALVE SHALL BE LOCATED A PERMIT SET 12/13/13 MINIMUM OF 4 ABOVE THE HORIZONTAL BRANCH CD DRAIN OR FIXTURE DRAIN BEING VENTED. a FLOOR CLEANOUT CLEANOUT TO GRADE VENT THRU ROOF 2) ACCESS SHALL BE PROVIDED AT ALL AIR ADMITTANCE g �--- BALANCE OF PIPING SAME 7DETAIL VALVES. THE VALVE SHALL BE LOCATED WITHIN A Q AS CLEANOUT TO GRADE P4.1 NTS VENTILATED SPACE THAT ALLOWS AIR TO ENTER THE VALVE. ca3) THE AIR ADMITTANCE VALVE SHALL BE RATED IN Of° 5 WA CLEANOUT DETAILS- Koilli`6 LL CLEANOUT DETAIL ACCORDANCE WITH THE STANDARD FOR THE SIZE OF THE VENT TO WHICH THE VALVE IS CONNECTED. o P4.1 NTS P4.1 NTS z z AIR ADMITTANCE VALVE DETAIL 0 W P4.1 NTS _V z ENGINEER'S SEAL O U i LU co NOTE: Of GREASE INTERCEPTOR CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH 0 ALL GOVERNING CODES & AUTHORITIES. N o TACO MODEL 009 �� 'A�! } OR EQUAL � '��`�E�N� 's f a AQUASTAT — SET 2 WAY (2) 18" DIAMETER OPENINGS 2 WAY '`° y�G SF `•;�': � FOR 110'F HW CLEANOUT CLEANOUT :y o � CHECK VALVE AT GRADE 2" VENT STH TRAFFIC FRAMES AND AT GRADE NO O 7 �• w CAST IRON COVERS FINISHED PIPING OUTSIDE THE WATER HEATERS SHALL GRADE m BE INSULATED AND HEAT TRACED, HEAT ° S O TRACE SHALL BE PROVIDED BY PLUMBING °� i o -me P •'��'`� -o , Q C 3 Ui D€ f•�AA�� • o CONTRACTOR. COORDINATE HEAT TRACING 3" VENT S/ o INSTANTANEOUS REQUIREMENTS AND CONNECTIONS WITH INSTANTANEOUSONAL �,,,�►�' w GAS WATER I ELECTRICAL CONTRACTOR. GAS WATER HWR. � a • U • � a a: U � I �oG® G O � °a Ca i 4 D HEATER. HEATER. °° @ al cADD DWG. FILE No. O �y03 a Y W 4" INLET—i WATER 3 4 OUTLET Wo I °a o! SCALE D VENTING NOTE: ° 4" PIPE a 4" SANITARY TEE (TYP.) AS SHOWN } MANIFOLD 2" AND 3" VENT PIPING 24 a, �� o a �� o DRAWN BY BELOW GRADE; INSTALL 3 GOOSENECK a I a 42 4 0 SHOWN ON%inVENT CPLAN ENT TSHEETS. AS � » ° CONC.G GREASE ALLON PINTERCEPTOR RECAST o ° 12 0 � --- --- PRESSURE RELIEF VALVE. --- --- PRESSURE RELIEF VALVE. °A' °a g" °a LEGAL DESCRIPTION F- Y4"GAS CONNECTION. X"GAS CONNECTION. INVERT NOTE: n ° ti od D p �, s7 a o°o o aQ O n F °a a� a o• IN a °a�, a i a A U INLET PIPING SHALL ENTER AT ° DIELECTRIC CONCRETE BAFFLE DIELECTRIC 2 1/2 ABOVE THE INVERT OF a UNION (TYP.) UNION (TYP.) THE OUTLET PIPING. O z r I a J � J PROJECT PHASE Ci CL> N" BALL VALVE M BOILER DRAIN " = BOILER DRAIN PERMIT SET w M �4 BALL VALVE � � (NP), En V) VALVE (TYP). (NP), In Cn VALVE (TYP). Ld 3 _ 3_ PROJECT NUMBER U U1 `f t ♦ 18-11- DIRT LEG. DIRT LEG. Vk a` a AS SUPPLY. AS SUPPLY. GAS SUPPLY. 10 GREASE INTERCEPTOR DIAGRAM Uj C0P4.1 NTS NEW CONSTRUCTION W CW SUPPLY. CW SUPPLY. CW SUPPLY. 615 of ATLANTIC BEACH, FLORIDA CHECK VALVE (TYP.) CHECK VALVE (TYP-) �, Y HW SUPPLY. HW SUPPLY. ATLANTIC BEACH C z n °m HW SUPPLY. COUNTRY CLUB EL o o MCVEIGH MANGUM o 0- N ENGINEERING INC PLUMBING MINSTANTANEOUSDETAILS GAS WATER HEATER DETAIL Sack R.G. Skinner Parkway M 9 Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 � a P4.1 CA 6330 email:mail McVei an com p SCALE: NTS Eng.of Record: F_Yarizacleh License No.: 40287 U These ma ena s are copyrig a an protectedunder a ion o eArchitecturalo opyng Protection o e copyrightprotections apply o e M overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other elements of the design. Unauthorized use of P 4 1 ° KK these materials can result in substantial criminal and civil liability- C14 I i i i i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I i FAC 61G15-32 FIRE PROTECTION CRITERIA c::l[lsersldanicllelAppl)ata ..ocallMicrosofl\Windowst'l'emporary ttnterne:t f ilestC`content.Oull()akls9l3MP4()J\ P-OwnerCertiiicate.doc 61 G15-32.003 ., s Indicate whether the protection is intended for one of fc)llown .s ecialized occu ancien or W Owner s Information Certificate � � p (1) OVERALL DESCRIPTION areas: co LO THE ,/ CONSTRUCTION WILL CONSIST OF A NEW ONE STORY CLUBHOUSE OF N 0 M N Name/Address of ro ert r to be rotected with s rinkler rotection: Spray area or mixing room C.::�yes l:t� �o M APPROXIMATELY 12,000 SQUARE FEET, A ONE STORY TENNIS/FITNESS/PRO–SHOP p n p p c� Solvent extraction (..::1 es .! no o cc OF APPROXIMATELY 2,750 SQUARE FEET, A ONE STORY POOL BATH BUILDING OF oLo co APPROXIMATELY 650 SQUARE FEET. THE PRO–SHOP WILL BE CONNECTED TO THE ' Laboratory using chemicals D yes I+ no rn c 0 LO POOL BATH BY A COVERED BREEZEWAY. THE CLUBHOUSE WILL BE LOCATED AT Oxygen-fuel gas system for welding or cutting 11 yes 1/ 0 � �i OL 1600 SELVA MARINA DR., ATLANTIC BEACH, FLORIDA. ai 00 0 rn Acetylene cylinder charging C.�yes (��� = C'? ai r`i Name of Owner, ' ' g g > '4 0 Production or use of compressed or liquefied gases (::::i es (:::,no o 0 (2) ACCEPTANCE TESTING Commercial cooking operation f+�yes f? Igo U � rn� ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA 13, 2010 EDITION. Existing()r planne construction is: Class A hyperbaric chamber ( l yes 11 0 Q x ( �3 OCCUPANCY C A I Cleanroom EJ yes no �_ r-1 cn U L SS FCATION [:_l Fire resistive or noncombustible 0 Incinerator or waste handling system IJ yes I�o N THE BUILDING IS A ONE–STORY CLUBHOUSE BUILDING AND IS NEW CONSTRUCTION. L THE BUILDING SHALL HAVE A LIGHT HAZARD OCCUPANCY. THE KITCHEN, Linen handling system [I yes 1��jno �, ��`� � � ao o �Wovd Pram or oldlljaty t;masonr} vyall;,with woad beams) MECHANICAL AND ELECTRICAL ROOMS SHALL HAVE A ORDINARY HAZARD (GROUPIndustrial furnace ( yes l: o ! 1) OCCUPANCY. Water-cooling tower ' yes I::. no ~ °' N ,.... l_ Unknown L M U) cp U4 0 (4) PREPERATION OF DOCUMENTS •r If the answer to any of the above is es,"describe type, location, arrangement, and intended '� 0) U °' Is the system lnsta latlon intended for ons, of the following; special occupancies: y yp g U � U THE SPRINKLER SYSTEM FOR EACH BUILDING WILL BE A COMBINATION OF WET AND maximum quantities. a _ 2010 EDITION. THE SYSTEM WILL ai � O DRY PIPE SYSTEMS, DESIGNED PER NFPA 13, Aircraft hangar 1 yes o INCLUDE USING STEEL, SCHEDULE 10 AND 40 PIPING LOCATED ABOVE THE CEILING, co WITH DROPS TO Fixed guideway transit system El es V110CONCEALED PENDENT SPRINKLERS COVERING AREAS BELOW THE g y y Ycc .� Y m CEILING. ANY EXPOSED PIPING WILL BE STEEL. SPRINKLERS WILL BE STANDARD Race track stable, E:1 es no . N U OR QUICK RESPONSE TYPE. Marine terminal pier, or wharf l::l es ( `no Will there be any storage of products over 12 ft(3.6rn) in height? D yes C'�no N It Airport terminal i 1 yes I: no 'C � N (5) STRUCTURAL SUPPORT , , g y .::1 yes I/no •, �y ,��� , • p g Aircraft engine t st facility If answer is es describe product, intended storage arrangement and height. PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN COORDINATED Power plant : 1 yes Co WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF FIRE PROTECTION Water-cooling tower Yes no PIPING THROUGH THE FLOORS OR ROOF STRUCTURE. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE CORE DRILLING WILL BE ALLOWED FOR CMU If the answer to an of the above is`eyes,"the appropriate NFPA standard should be referenced WALL PENETRATIONS FOR FIRE PROTECTION PIPING AS MAY BE REQUIRED. ALL for sprinkler density/area criteria. Will there be any storage of plap.c,rubber, or similar products over 5 ft(1.5m)high except as PENETRATIONS WILL BE PROPERLY FIRE–CAULKED, AS REQUIRED. described above? I::1 es no Uy es G15-32.004 Indicate whether a y of the following special.materials are intended to be present: If the answer is"yes," describe product, intended storage arrangement and height. 2(a) POINT OF SERVICE: .Flammable or c mbustible liquids l:;:l yes f n POINT OF SERVICE IS A NEW FIRE MAIN. A NEW PRIVATE FIRE SERVICE WILL BE Aerosol product D yes }o EXTENDED INTO THE SITE TO SERVE THE NEW SPRINKLER SYSTEM. Nitrate film r]yes 1_ o CONSULTANTS Pyroxylin plastic0 es [::.,no • Com ressed or 1. uefied as c linders f es l o • * ' '`"�' �'" `"' � . 2(b) GOVERNING STANDARDS. P q g Y y l certify that_I have knowledge of the intended use of e property and that the above information STRUCTURAL SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2010 EDITION OF NFPA Liquid or solid*idizers a yes C:.. o is correct. MCVEIGH & MANGUM 13, THE 2010 EDITION OF NFPA 24, THE 2010 EDITION OF FLORIDA BUILDING CODE, Organic peroxid formulations 1.1 yes 11 0 ENGINEERING, INC. THE 2010 EDI110N OF FLORIDA FIRE PREVENTION CODE, AND THE REQUIREMENTS Idle pallets €:l yes [.. no Signature of Owner's representative or agent: 9133 RG SKINNER PARKWAY OF THE LOCAL AUTHORITY HAVING JURISDICTION. Date: 12. JACKSONVILLE FL 32256 If the answer to an of the above is"yes,"describe type, location, arrangement,and intended PH: 904.483.5200 2(c) OCCUPANCY CLASSIFICATIONS: maximum quantiti,s, blame of Owner's representative or agent completing certificate{print): "�° d r THE BUILDING SHALL BE CLASSIFIED AS LIGHT AND ORDINARY HAZARD (GROUP I) - *AOM . Relationship and firm of agent(print): di" - �-1 r ' MP&FP OCCUPANCY. MCVEIGH & MANGUM 2(d) DESIGN APPROACH: ENGINEERING, INC. SYSTEM SHALL BE AHYDRAULICALLY–CALCULATED, FULLY–AUTOMATIC, WET 9133 RG SKINNER PARKWAY h JACKSONVILLE, FL 32256 SYSTEM. SPACES SUBJECT TO FREEZING SHALL BE SERVED BY DRY PIPE SYSTEMS. Figure A.l4.l {b)O ner s Il�forination Certificate �— PH: 904.483.5200 (NFPA 13, 1 of 2) (NFPA I3,2 of 2) LIGHT HAZARD OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR ELECTRICAL 0.10 GPM/SF OVER THE HYDRAULICALLY MOST–DEMANDING 1500 SF (1950 SF FOR a DRY SYSTEM), USING 155-F (K=5.6) STANDARD OR QUICK–RESPONSE HEADS. MCVEIGH & MANGUM ENGINEERING, INC. D ORDINARY HAZARD (GROUP 1) OCCUPANCY AREAS OF THE BUILDING SHALL BE 9133 RG SKINNER PARKWAY Y DESIGNED FOR 0.15 GPM/SF OVER THE HYDRAULICALLY MOST–DEMANDING 1500 SF JACKSONVILLE, FL 32256 Z USING 155-F (K=5.6) STANDARD OR QUICK–RESPONSE HEADS. PH: 904.483.5200 a' U W LANDSCAPE ARCHITECT I­_ 2(f) FLOW TEST INFORMATION: EUTHENICS STUDIO z STATIC PRESSURE: 48 PSI 1650 BEACH AVENUE o RESIDUAL PRESSURE: 36 PSI ATLANTIC BEACH, FL 32233 Z FLOWRAIE: 1000 GPM Q Uj TEST CONDUCTED ON 7/31/2013 PH: 904.246.6219 TEST WAS CONDUCTED LVA MARINA DR. FIRE HYDRANT. o THIS CONTRACTOR IS RESPONSIBLE FOR SECURING A NEW AND RECENT ARE FLOW REVISION DATE a TEST TO BE USED IN THE HYDRAULIC CALCULATIONS. PERMIT SET 12/13/13 0 co 1 Q FIRE PLAN REVIEW COMMENT 01/30/2014 Z 2(g) VALVING AND ALARM REQUIREMENTS: � INSTALL FLOW SWITCH IN FIRE RISER AND PUT TAMPER SWITCH ON CONTROL } VALVE IN RISER WITH LOCAL AUDIBLE ALARM AND CENTRAL STATION MONITORING ` Z m – ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE SHALL BE CHAINED AND o LOCKED OPEN. 0 2(h) MIC RISK EVALUATION: '� THERE IS A MINIMAL RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION. Q »..._...µ» i . . Z 0 2(i) BACKFLOW PREVENTION DETAILS: W INSTALL A DOUBLE–CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER MEETING ;II THE REQUIREMENTS OF THE LOCAL UTILITY CO. MAXIMUM PRESSURE DROP ENGINEER'S SEAL D ACROSS BACKFLOW PREVENTER TO BE 10 PSI. L41 LL] A LA 0 2(j) COMPONENT SPECIFICATIONS: list ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION. ALL UNDERGROUND �: is W PIPING SHALL BE INSTALLED BY A STATE (FS635.521) CERTIFIED CONTRACTOR, WHOs r- ' SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE BUILDING UP TO ONE FOOT ` ° ABOVE FINISHED FLOOR INSIDE THE BUILDING. � 1. �� ,�,� --y 1 tNpttllNIN11N/1 ITE ° I1 s, o CLUBHOUSE ' k POOL FITNESS CENTER h = RESTROOMS �.••GE ''••,��y•-. ,...... t � CL - .� 0FIMS w s ---- El D m / t S. • 0 : 17 TF IA low" //�,••......,••••G` o �-flELTk®h�11^ `t/ CSS 10 s U * t� Vt J Nnr aawc OD CADD DWG. FILE NO. i FDC n. � Y E ar TWO–WAY WALL R ; . o SIAMESE CONNECTON ' w SCALE W E (n ,� i �wi ; FDC AS SHOWN TWO–WAY WALL a • '` SIAMESE CONNECTION DRAWN BY Y 4" SPRINKLER RISER; M K 0 6" SPRINKLER RISE SEE CIVIL DRAWINGS FOR CONT. LEGAL DESCRIPTION SEE CIVIL DRAWING FOR CONT. (- BY U ° The new construction,according to NFPA 220,is type V(000). a According to NFPA-1,section 18.4,the fire flow requirements 1 z for this type of construction,for an area of 17,000 square feet PROJECT PHASE Ci is 3,500 GPM at 20 PSI residual pressure with a duration of 3 > hours. PERMIT SET X However,the code allows a flow reduction of 75%for fully U) sprinkled buildings,with the minimum fire flow not being less PROJECT NUMBER X than 1000 GPM. U) 18-11- Hence,the minimum fire flow requirements for the new construction is the greater of the followings: J a)3,500(GPM)x 0.25=875(GPM),or rn ¢ b)1000(GPM). w NEW CONSTRUCTION 3 � The reported fire flow test for this site is 48 PSI static,36 PSI FIRE PROTECTION F PLAN 6 residual,1000 GPM flow.Based on this data,the flow GPM at 1 w a residual pressure of 20 PSI is 1580.2 GPM.Since this flow is FPO.1 SCALE: 1/16 = 1'-0" + = in excess of the required minimum flow of 1000 GPM,it meets the requirements of NFPA-1-18.4. ATLANTIC BEACH, FLORIDA Q C = O Y ATLANTIC BEACH 0 COUNTRY CLUB ii U n, 0 MCVEIGH MANGUM 0- C) U_ FIRE PROTECT % N ENGINEERING • INC M O C7 JacksonvCJille, Florida 3Parkway6 C R I TE R I A = t M Ph: (904)483-5200 Fax: (904)636-6770 AND FLOOR P L a. CA 6330 email:mail@McVeighMangum.com < O Eng.of Record: F_Yarizadeh License No.: 40287 i These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections and all other elements of the design. Unauthorized use of FPO , 1 PZ 9 p p � � 9 Px these materials can result in substantial criminal and civil liability. 0 i DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES k 27 21 PITCH 12 BRANCH PIPE o LO � rn N O N 1" PIPE --/► REDUCER `co M 4 19 ® 10 GLOBE VALVE 2 0 -`aa 0 19 AT 5'-0* AFF PENDENT SPRINKLERV 0 oa CD SIAMESE 6 N M rn *N4 18 5 CONNECTION NOTE: M aS C 17 20 0 6 2 X 1 REDUC7ER o M ` 24 O o 2" X 12' NIPPLE 1. AT CONTRACTOR'S OPTION, RETURN BENDS MAY o a, � O3 7 OR EQUIVALENT BE USED TO CENTER SPRINKLERS IN CEILING TILES. U a, • co 8 2" X 1" REDUCER------_ } Q 20 �� rT1 2 9 R ETURN BEND DIAGRAM !�-�I oW LL 15 25 1 GLOBE VALVE --` �� � N o 0 16 11 O 11 10 FP0.2 SCALE: NTS �� � co 6 � 45' ELL cn co co aEac Vk� rnCD L M 1 U o 0) U cc 28 BOTTOM OF ROOF IL a 22 29 AUXILIARY DRAIN DECK N� 0o 23 UPRIGHT SPRINKLER ,3 4 ON DRY- PIPE SYSTEM HEAD N FPO.2 SCALE: NTS REDUCER co N 1 NIPPLE �I ., BRANCH LINE 8 UPRIGHT SPRINKLER HEAD DETAIL - I I PITCH FP0.2 SCALE: NTS I _ BRANCH LINE---//;g1==� 0 NOTES: 1. Two (2) inch main drain piping, Route drain to outside and terminate 24" above finished grade. 2. Two (2) inch drain valve. 3. Dry pipe valve. CONSULTANTS 4. Pipe to water motor gong. Install on the outside of the F.S. riser room. TEST VALVE BRANCH LINE STRUCTURAL 5. Air pressure maintenance device complete with all the required accessories. UNION MCVEIGH & MANGUM 6. Accelerator with all the required accessories. Provide when indicated dry system capacity is over 500 gallons. 1"NIPPLE 7. Pressure switch (hidden). Interconnect with the fire alarm system. Refer to electrical drawings. PLUG-FOR lEST1NG REMOVE AND �- = ENGINEERING, INC. 8. Alarm line strainer (hidden). INSTALL TEMPORARY CONNECTION. 45' ELL 9133 RG SKINNER PARKWAY 9. Alarm test valve. REDUCER JACKSONVILLE, FL 32256 PH: 904.483.5200 10. Drain cup. SMOOTH� CSI 11. 0. S. & Y. gate valve with tamper switch. Refer to electrical drawings. BORE T_ BASE BASKET CORROSION-RESISTANT 12. Water Motor Alarm. CORROSION-RESISTANT MP&FP 13. Finished floor level. OUTLET GIVING FLOW CEILING MCVEIGH & MANGUM 14. 4"/ 6" inch fire service main, 36' min. burial depth. EQUIVALENT TO ONE ENGINEERING, INC. SPRINKLER 15. Retard chamber drain. r f '' 9133 RG SKINNER PARKWAY _...._ .. <. L.... .._. M._.c_..... ui 16. Retarding chamber. SYSTEM TEST CONNECTION JACKSONVILLE, FL 32256 D17. SPRINKLER HEAD Alarm line strainer. PH: 904.483.5200 U 18. Pressure switch. ON DSYSTEM19. Hydraulic design data nameplate. Permanently affix to each riser. 5HEAT SENSITIVE ELECTRICAL 0 20. Water pressure gauge ( 2 required). BREAK-AWAY OV MCVEIGH & MANGUM a 21. Air compressor. FP0.2 SCALE: NTS ENGINEERING, INC. 0 22. Pipe stanchion saddle. 9133 RG SKINNER PARKWAY 023. Anchor stanchion base to concrete floor. JACKSONVILLE, FL 32256 0 24. Wet pipe alarm check valve. r"9 PENDENT SPRINKLER HEAD DETAIL PH: 904.483.5200 25. Water motor gong test valve. 0 ��O.26. Four (4) inch pipe serving wet pipe system. 2 NOT TO SCALE LANDSCAPE ARCHITECT 27. Four (4) inch pipe serving dry pipe system. Uj 28. Heated sprinkler riser room. :s EUTHENICS STUDIO z 29. Building exterior. 1650 BEACH AVENUE 30. thrust block. t R�. ATLANTIC BEACH, FL 32233 z FROM END OF '' PH: 904.246.6219 W REMOTE BRANCH LINE EIRE SPRINKLER RISER DIAGRAM - � 1 REVISION DATE o FP0.2 SCALE: NTS a PERMIT SET 12/13/13 0 TEST VALVE IN READILY w ACCESSIBLE LOCA11ON z Q Ir f ELL - O 0 U_ SMOOTH BORE >_ SCREWED FASTENER z CORROSION-RESISTANT Z WOOD STRUCTURE OUTLET GIVING FLOW 0 EQUIVALENT TO ONE THREADED ROD SPRINKLER ENGINEER'S SEAL z SYSTEM TEST CONNECTION 0 U UJIADJUSTABLE PIPE HANGER 6 ON WET- PIPE SYSTEM ---� Cn �O. SCALE: NTS logo YARl� OUj •••fi•••••• 4 '�'I g`�•'GENS�C'• �•', g WOOD STRUCTURE �••''�` ''�:�y" • No, 2$ Cn 2 pip E HANGER DIAGRAM- 4o.- Uj FP0.2 SCALE: NTS (U.L. LISTED/ F.M. APPROVED) ? •; T� m 011 ?►���V *• �• •1.0 y ....•••'x` 0 W U CADD DWG. FILE NO. 0 O a. W PLENUM PROTECTION o SCALE NOZZLE C AS SHOWN D DUCT PROTECTION m NOZZLE DRAWN BY Y MK DETECTOR U LEGAL DESCRIPTION O f- O � a 'w O PROJECT PHASE Z REMOTE MANUAL 3 Uj PULL STATION PERMIT SET W PROJECT NUMBER c O REMOVABLE STAINLESS W STEEL SERVICE DOOR APPLIANCE PROTECTION NOZZLE 18-11- co U 1: AGENT TANK PRE-WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STF IPS OEM RELEASE/BRACKET ASSEMBLY AND 3-PHASE CONTACTORS o AND OVERLOADS w NEW CONSTRUCTION v I- FAN AND LIGHT CONTROL PANEL N w ATLANTIC BEACH, FLORIDA TYPICAL ANSUL R 102C _W 0 0 D K` 3 WET CHEMICAL EIRE SYSTEN ATLANTIC BEACH zFP0.2 SCALE: NTS COUNTRY CLUB W 0 U � LL. Q MCVEIGH MANGUM f� a R EIRE PROTECT1q .1a N ENGINEERING - INC M 9133vSkine25DETAILS S= Jacksonville, da 326 p O Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email:mail@McVeighMangum.com NEng.of Record: F_Yarizadeh License No.: 40287 U These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightFP002 M - protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other 04 v` elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES i F-y 0) N O N N M ch IUOCU O 000 LL 0� O u7 O �N � d7 _ O MN > C O 0 0 j M U Y O p FIRE SUPPRESSION SYSTEM U rn 0 X Q PART 1-GENE x t6 r ll O 1.01 WORK INC UDED ,li N I!i I �,� � O O L A. Provid design and installation for a complete hydraulically-calculated,fully-automatic,wet and dry pipe fire sprinkler system for all areas of the building `-=� U) co M and as indicated and specified herein. Furnish all necessary equipment including fire pump(if required),pipes,fittings,valves,design,hydraulic N O CO calculations,testing,all material and labor for a complete fire suppression system. L M O 1.02 QUALITYASSURANCE Y o O M CUO U A. Confo to the NFPA 13,2010 Edition,NFPA 20,2010 Edition(if applicable),2010 Florida building code,and 2010 Florida Fire Prevention Code. CLEL ca v B. Materi s,design and installation shall conform to federal,state and local code requirement,including local authority having jurisdiction,NFPA and owner's insurai ice underwriter's guidelines(if applicable). Comply with applicable building codes. 0.0 .SOC cu 1.03 DESIGN P4 ~ co N U N A. Sprink er system shall be designed as per NFPA-13 and shall meet the requirements of the Owner's insurance company's and the local fire marshal's 0) N require ents. B. The au omatic fire sprinkler system for the entire building shall be designed as Light Hazard Occupancy.The kitchen,mechanical,and the electrical rooms shall b designed as Ordinary Hazard(Group I)occupancy. For Light Hazard Occupancy,the system shall be designed to deliver a minimum of 0.10 GPM/SF of the most hydraulically demanding 1500 SF(1950 SF for dry system). . For Ordinary Hazard(Group I)Occupancy,the system shall be designed to deli er a minimum of 0.15 GPM/SF of the most hydraulically demanding 1500 SF(1950 SF for dry system).Maximum coverage area per head shall not exceed 225 for Light Hazard and 130 SF for Ordinary Hazard(Group I).Maximum head spacing shall not exceed 15 feet. Sprinkler heads shall be ordinary temper tune,standard response-type or quick response-type;concealed. Pendent-type heads shall be used in areas with ceilings;upright-type heads shall be j used it.areas without ceilings. C. Fire pump,if required,shall be based on the required sprinkler system capacity. The design shall be based on NFPA-20 requirements. The sprinkler contractor is responsible for performing a flow test and designing the fire pump and sprinkler system complete for operation. The electrical requirements for the fire pump shall be coordinated with the electrical contractor. All electrical from the control panel to the fire pump shall be by the sprinkler contractor. All ele trical on the service side of the control panel shall be by the electrical contractor. The sprinkler contractor shall provide all necessary alarms,flow switch,-s and tamper switches and other devices as required by the codes. Final connection to the fire alarm panel shall be by the electrical contractor. 1.04 SUBMI77ALS CONSULTANTS A. Subcoi tractor shall provide six(6)signed and sealed copies of design calculations,drawings and all submittal data. Shop drawings shall be per requirements of NF1 A 13. All shop drawings shall be submitted to the Owner's insurance company and shall bear the stamp of approval from the insurance company. STRUCTURAL After t ie Owner's insurance company's approval,the contractor shall submit the drawings to the local fire marshal's office. After the local fire marshal's office proval,the contractor shall submit six(6)copies of the drawings,calculations and all submittal data to the architect/engineer for the approval. No MCVEIGH & MANGUM works hall commence before the shop drawings have been approved by the architect/engineer. Contractor shall make a field visit to the jobsite before this ENGINEERING, INC. project No allowances will be made available for visible conditions. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 B. Pro vide three(3)copies of"Contractor's Material and Test Certificate"for above ground and below ground piping as described in NFPA 13. Two copies PH: 904.483.5200 shall be included in the owner's operation and maintenance manuals as described below and one shall be sent to the engineer as a record of completion. MP&FP C. Pro Vide two(2)operation and maintenance manuals to the owner. Include complete operation and maintenance instructions for the specific make and model of all valves,water flow and tamper switches,backflow preventers,and other trim furnished. Serial numbers and ordering information shall be MCVEIGH & MANGUM j provi d. Provide manuals in a neat and orderly 3-ring binder complete with sectional tabs dividing up the information. Include one complete set of appro d hydraulic calculations and two(2)new copies of NFPA 25,2008 edition. ENGINEERING, INC. 9133 RG SKINNER PARKWAY w 1.05 TRAINNG JACKSONVILLE, FL 32256 D PH: 904.483.5200 E- A. Provi up to 4 hours of training for owner. Familiarize owner with basic function of system,location of riser,maintenance requirements(NFPA 25), LUemergency contacts,shutoff valve location,etc. ELECTRICAL 1.06 ACCEPTAN CE TESTING MCVEIGH & MANGUM a ENGINEERING, INC. _ A. Co ntr for shall perform acceptance testing of aboveground system,as detailed in chapter 16 of NFPA 13. 9133 RG SKINNER PARKWAY PART 2-PRODU TS JACKSONVILLE, FL 32256 ZPH: 904.483.5200 2.01 PIPING L- A. General:ASTM A53;ANSI/ASTM A135;ANSI/ASME B36.10:Black. LANDSCAPE ARCHITECT O Hj Z B. Above Grade: EUTHENICS STUDIO LU 1. "diameter and smaller:Threaded black steel,Schedule 40,meeting ASTM A53. 1650 BEACH AVENUE O 2. 2 1/2"diameter and larger:Mechanically-grooved black steel,Schedule 10 minimum,meeting ASTM A53. ATLANTIC BEACH, FL 32233 Z 3. "diameter and larger:Approved and listed CPVC plastic sprinkler pipe meeting ASTM F442 only in areas allowed by NFPA 13. PH: 904.246.6219 UJ C. Below Grade: I Ductile iron pipe,AWWA C151,Class 52,unless prohibited by local authority having jurisdiction. 2. 1'ush-on joint type pipe:AWWA Cl 11,rubber gaskets. REVISION DATE 0 3. 1 Aechanical joint type pipe:AWWA C111,rubber gaskets. E PERMIT SET 12/13/13 a- 2.02 PIPE FI GS j Cn A. Steel pe:ANSI/ASME B19.9,wrought steel,butt-welded. ANSI/ASME B16.25,butt-welded ends. ASTM A234,wrought carbon steel and alloy steel. Z ANSI/kSME B16.5,steel flanges and fittings. ANSI/ASME B16.1 1forged socket, orgeseesoceweeand threaded treaeor as approved bNFPA131994 y - ( ). Q , }UJ B. Cast Ir n:ANSI/ASME B16.1,flanges and fittings.B16.4,screwed fittings. } C. Malleable Iron Fittings:ANSI/ASME B 16.3,screwed type. ANSI/ASTM A47. m I D. Ductile Iron Fittings: O 1. WWA C110,250 psig minimum rating. Ow 2. AWWA C 153 compact fittings,350 psig minimum rating. QE. Pressure ratings not indicated shall be as required by the design system pressure. Z F. CPVC Pipe:ASTM F438 sch 40 socket type fittings or ASTM F439 sch 80 socket D LU type fittings. F- (Qj Z 2.03 UNIONS,FLANGES AND COUPLINGS ENGINEER'S SEAL D A. Unions: 150 psi malleable iron for threaded ferrous piping or as required by the design system pressure. O U B. Flanges:Forged carbon steel 1504b,or as required by the design system pressure,welding neck type conforming to ASTM A181,grade 1. Flanges shall UJ_ have r 'sed face and gaskets conforming to ANSI B 16.5. C. Mechanical Grooved Couplings:malleable iron housing clamps to engage and lock,designed to permit some angular deflection,contraction and expansion, "C"-saped composition scaling gasket,steel bolts,nuts and washers;galvanized couplings for galvanized pipe and as required by system pressure. 0 ►►tinar� ` 2.04 GATE VALVES � A ti ��. W A. Iron body,bronze trim,rising stem,outside screw and yoke with solid wedge. Q `•t! NstC•••O =� IL B. ULX listed and approved. • N ,402 o Q�Q � 2.05 FIRE PROT 7-CTION EQUIPMENT - • D A. Fire p System(if required) - �O : 414 CIO1. rovide one(1)electric motor driven horizontal split case fire pump complete with pump,motor,controller,city water bypass,test header, pressure ��0 .•--�OR,OQ'•. aintenance pump and controller,concrete base and all required accessories for an approved installation,if hydraulically required. Fire pump system 'yy�tC`s •-- p hall be by a single supplier and by ITT Bell&Gossett, A-C Pump or Aurora. yi, ION4 0 2. daterials and installation shall comply with UL"Fire Protection Equipment Directory"and FM"Approval Guide". W 3. apacities:Furnish pumps with no less than 150%of rated capacity at not less than 65%of the total rated head. Provide pumps with the shutoff head of to exceed 120%of rated head. Pump shall be factory tested. CADD DWG. FILE NO. O 4. otor:NEMA MG1,open drip-proof,squirrel-cage,induction motors. Include construction that complies with NFPA-20 and NFPA-70,and wiring Ir 0- compatible with controller used. 1. Controller:Combined automatic and non-automatic operation,complying with UL 508,UL listed and FM approved,factory assembled and wired, ervice rated to 65,000 amperes,factory tested for capacities and electrical characteristics and with features indicated. SCALE 2. 1 Irovide UL listed remote alarm panel with the following signals:Motor operating condition,loss of line power,phase reversal and low water pressure. AS SHOWN LU B. Add fl w indicators and supervisory switches if desired. { OD DRAWN BY PART 3-EXECU DON MK 0 3.01 INSTALL kTION LEGAL DESCRIPTION 3: A. Employ certified welders in accordance with federal,state,local agencies and NFPA-13 Requirements. U) B. Screw joint steel piping up to and including 2-inch diameter. Weld 2'/z"inch diameter piping. . O �- C. Mech ical grooved joints may be used instead of welded joints. Q IL D. Install piping in strict accordance with NFPA 13 and NFPA 20. O Z PROJECT PHASE p E. Seal piping and sleeve penetration to achieve fire resistance equivalent to fire separation required. PERMIT SET w UJ F. Coord ate with other trades to avoid conflict. PROJECT NUMBER WG. Provide all installation and wiring for systems less than 120 Volts. 18-11- U) 8_11_U) co � rn = O M _I J 'oQ w NEW CONSTRUCTION 0 U U t� w .a ATLANTIC BEACH, FLORIDA V) C Q 0 = ATLANTIC BEACH 0 I--0- o COUNTRY CLUB � U MCVEIGH MANGUM ` M Q C; o ENGINEERING - INC FIRE SPRINKLE R: + 9133 R.G. Skinner Parkway S P E C I F I C! I I O I� 14- N M = Jacksonville, Florida 32256 FO 0 Ph: (904)483-5200 Fax: (904)636-6770 } CA 6330 email:mail@McVeighMangum.com ' Eng.of Record: IF_Yarizadeti License No.: 40287 r� 0 These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyrightFP003 M protections apply to the overall form of the structures,the arrangement and composition of spaces,the materials and selections,and all other Nelements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability.