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ATLANTIC BEACH COUNTRY CLUB REV 6w ry U W F- 2 U Q 2 U 0 Y Z 0 U Q Q 0 N _ 0 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 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. DOOR HANDLE \ THERMOSTAT SWITCH CARD - READE I WALL OUTLET c� - z °D o DOORWAYS r r SIGNAGE DETAIL \ uj o� Z 0 0 o 0o� TOILET / GRAB 1811 URINAL BABY CHANGE BARS HOLD STATION m 36" MAX. LH LU a a a CID b 0 0 O z Z 0 0 LU LU LU 01 01 0 � SOAP TOILET TISSUE DISPENSER PARTITION -MOUNTED PAPER TOWEL DISPENSER TOILET TISSUE DISPENSER 17" MIN. LU v- = o o z 58' Q W `� U0 - 0- 0 O 601, LI �' LAVATORY MIRROR ROBE HOOK FIRE EXTINGUISHER CABINET FBC 200 7 ADA CHAPTER E IRE QU MENTS DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES I LTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS C LO REVISION REFLECTED CEILING PLAN 05/05/14 N N (h O N (6 M 700 .70 O 00 � O O 1 O C d' C O r� 0 O Cl))c+7 Y U = O M ca co LL CU CO O LL N LO t „. 0 M N ”) U O (n 04 UC) _o O O M N d ELU n0 0 m CU F- c"Jo 04 U N 00 O N I LTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION PLAN CHANGES 01/31/14 REVISION LIFE SAFETY PLANS 03/25/14 REVISION MEETING COMMENTS 04/17/14 4 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL A CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY FS MZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB HANDICAPPED & MOUNTING HEIGHT DETAILS REVISION #4 - REFUECTED CEILING PLAN - 05-05.14 I A6.40 0 w ry w rn w w _ 0 J J Q w U w H _ U Q U 0 Y Z 0 w U Q 0 N H n_ O U MAIN CLUB HOUSE - DINING HALL (LOOKING SOUTH Scale: 1/2" = V-0" 2 M, A7.10 Scale: 1/2" = V-0" ALTERNATE #1 BOTTOM OF BEAM 18'-2 114- (22.58) OL TOP OF FINISHED FLOOR 0' 0" (9.40') NOTES 1 . SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS "HUGO'S INTERIORS" FOR DETAILED INTERIOR SPECIFICATIONS 2 MAIN CLUB HOUSE - DINING H LL! (LOOKING SOUTH A7.10 Scale: 1/2" = V-0" ALTERNATE #2 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. `MIRROR ZPORTAL TO ZPORTAL TO WOMEN'S WOMEN'S SHOWERS RESTROOM _.. ... .. ................................ 7 i�...... .......... ..... i ..I:. S ............. .. ....... .1 l.: d ......_........ _. ..._... _.__....___. ..i.._i.... ........... ........... .. ... i. . .......... TOP OF FINISHEDFLOOR _ :_.. 0'_0.. (9.40') 3 MAIN CLUB HOUSE - WOMEN'S ]VATE RESTROOM LOOKING EAST A7.10 Scale: 1/2" = V-0" _ BOTTOM OF BEAM 13'-2 1/4" (22.58') L TOP OF FINISHED FLOOR - 0'-0" (9.49') REVISION #4 REFLECTED CEILING PLAN • 05-05-14 10�e �1iV rn N O N N co M "aO � O CO CD LL N O 00 a)O �p C O O p O D O U p r x Q LL p CnLL N 00 O L0 q d - O O U O (n CP L U� _o 07 U a7 U EL QO m N00 U O N 1LTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION C PERMIT SET 12/13/13 A REVISION 1 PLAN CHANGES 01/31/14 2QREVISION LIFE SAFETY PLANS 03/25/14 3QREVISION MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER F_ 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB INTERIOR ELEVATIONS A7.1 0 w U w F- U a U 0 Y z O IY U u_ O F_ z w v7 z O U - z III F- O dl O' z w } m O 2 of O } z a Z 0 w Q U Z 0 U LU v1 w 2 F- O of O D LU g a m 0 0 w m F- 0 0 w U Z) 0 O It IL w 0 LU U) I) w to } Q Y O U) F_ LL O F - Q a O Z 0 w w w Q' m F- J J Q W F- U LU F- 2' U Q S U 0 Y z O U Q 0 N F- O h a O U - .................. .__..........._....... I PAINTED GYP. BD. ZPAIN'-ED GYP. BID 7 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCMWMCZS 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 Scale: 1/2" = V-0" CABANA - MEN'S POOL RESTROOM (LOOKING SOUTH Scale: 1/2" = V-0" CABANA - MEN'S POOL RESTROOM (LOOKING EAST WOMEN'S POOL VES 113UL RESTROOM ...._.. 145 10 A7.20 12 ..._._......._.._......... ._... _............:. `MIRROR 7 _._... - -. ._.... ---- -------.T _ ._.. .— .......----.._.........-- _ _ . ............................................. .... .... ..... .... ..... _.... _.._ . ❑; — T _.... --- ---- -- --- -.. --- — — CABANA - MEN'S POOL HANDICAP RESTROOM (LOOKING EAST) Scale: 1/2" = V-0" TOP OF FINISHED FLOOR AIFN CABANA - WOMEN'S POOL RESTROOM (LOOKING SOUTH) L2 Scale: 1/2" = V-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 overall form of the structures, the arrangement and composition of spaces, the moterials and selections, and all other elements of the design. Unauthorized use of these materials can result in substantial criminal and civil liability. CABANA - WOMEN'S POOL RESTROOM(LOOKING EAST Scale: 1/2" = V-0" REVISION #4 - I+ ABANA -WOMEN'S POOL RESTROOM LOOKING EAST d7tale: 1/2" = 1'-0" REFL,ECTED CEILING PLAN - 05-05 -14 04 rn N p N N M � :2 O (0 _O co LL 0? _O U*) N O � 00 C) c O O O M O tO U Z O M X LL {\ [- Lei CN p :tl_ro O LID 7 It -�t 't C/) 00 O -_ co C14 :3 C14 U O (n o CD 07 U O IL N U U —M O 0 O F- � Nco U O N ILTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION C PERMIT SET 12/13/13 REVISION 1 PLAN CHANGES 01/31/14 20 REVISION LIFE SAFETY PLANS 03/25/14 REVISION 3 MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY ls:MZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB INTERIOR ELEVATIONS A7.20 W Of U Lu H ry U Q U Y Z 0 ty U D Q C) 0 0 N H 0 r 0 U PAINTED GYP. BD. 7 FINISHED CEILING ot 10'-9" (20.15') A7.3o Scale: 1 /2" = 1'-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 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 NOTES 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS "HUGO'S INTERIORS" FOR DETAILED INTERIOR SPECIFICATIONS ! TOP OF FINISHEDFLOOR 16 TENNIS / FITNESS CENTER - WOMEN'S T1 'IS RESTROOM LOOKING EAST A7.30 Scale: 1/2" = 1'-0" &C -4t . V'9/V/V REVISION #4 -REFLECTED CEILING PLAN - 05.05-14 12/13/13 1 REVISION PLAN CHANGES 01/31/14 ................ — — — — — — — — — — 03/25/14 3 0 I I ii 05/05/14 N N cr) p N ro M _._............ I' ............. ......... ........ .. .... .............................. ....... E til Lp L O 0 00 p I I \ I l I O CMD URINAL MEN'S TENNIS 1 cif RESTROO i —........ LL CD d f Q N� f fE i� :1 1 15 A7.30 N co U (n QP U o Mrn rorn MIRROR MIRRO 'll ! d U ttz D IIE;E RTO (n j L ......... ....... .............' ... ........... 0-0 VE D PORCH I ! E 3 a... .. .. ... ............._. ..................................i U .:................................ .. ...... _.-. ..... .................. .............. � N i! ..—._.—____...__._._......... _. Ei I ...... I e 2 TOP OF FINISHED FLOOR U-0" (9.40') 14 TENNIS / FITNESS CENTER - MEN'S REST; 01)M LOOKING NORTH A7.30 Scale: 1 /2" = 1'-0" A7.3o Scale: 1 /2" = 1'-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 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 NOTES 1. SEE SHEET A6.40 FOR MOUNTING LOCATIONS 2. SEE INTERIOR DESIGN DRAWINGS "HUGO'S INTERIORS" FOR DETAILED INTERIOR SPECIFICATIONS ! TOP OF FINISHEDFLOOR 16 TENNIS / FITNESS CENTER - WOMEN'S T1 'IS RESTROOM LOOKING EAST A7.30 Scale: 1/2" = 1'-0" &C -4t . V'9/V/V REVISION #4 -REFLECTED CEILING PLAN - 05.05-14 I LTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 1 REVISION PLAN CHANGES 01/31/14 2 REVISION LIFE SAFETY PLANS 03/25/14 3 0 REVISION MEETING COMMENTS I REVISION REFLECTED CEILING PLAN 05/05/14 N N cr) p N ro M 0 o 00 ro Lp L O 0 00 p Co O CMD c� 1 D p 'Fa) U (UA,I Q LL CD d f Q N� :1 1 N co U (n QP U o Mrn rorn N d U ttz (n j L 0-0 co U N p p � N I LTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 1 REVISION PLAN CHANGES 01/31/14 2 REVISION LIFE SAFETY PLANS 03/25/14 3 0 REVISION MEETING COMMENTS 04/17/14 REVISION REFLECTED CEILING PLAN 05/05/14 ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER F_ 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB INTERIOR ELEVATIONS A7.30 ui W ry L) Z 0 UI o' 1 -- Z W CD Z OU Z 0 Q 3: W Z 0 0 Z Z 01 W Q. I 01 0 uJ C/) W 0 ly 0 0 W alco W 71 CO of W D 0 0 W tr n W Lu co 0 T - LL 0 < ry i o0 Z- H W ry W U) Lu (D r", -J, 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. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRIJCTTON. SEE GENERAL NOTES C1 Carpet Shaw Contract 800-257-7429 / Natural Selection 5AI79 Color Alder 79109) ASTME648 Class 1 C2 Carpet Mohawk 800-554-6637 /'Harmonic Vibe 00400 Beige Harmony ASTME648 Class 1 C3 Carpet Fabrica 800-854-0357 / Tribeca TR08 Fordham University Class 1 C4 Carpet Couristan 800-223-6186 / Style: Bonaire Color: Dune CBD4/0001 Class 2 H1 Hardwood Hallmark Hardwoods /321-207-0446/ Ed Teeter 904-349-7460 AV750LAG Alta Vista Collection Laguna Oak *Waiting on Rating from Corporate V1 ILuxury Vinyl Plank Karridean 888-266-4343 / Country Oak LP92 ASTM E648-06 Class I FTI Tile Design Works/ 800-311-04411 Mediterranea Boardwalk Myrtle Beach 6" x 24" Grout- Mapei - 02. Pewter COF Dry .80, Wet .62, Dynamic. 47. Chemical Resistance Class A FT2 Tile Design Works/ 800-311-0441 / Diano, Reale 12" x 24" Grout: Prospec 59 Sandollar COF Dry .80, Wet .60. Chemical Resistance ASTMC650 FT3 Tile Design Works/ 800-311-0441 / Diano Reale 2" x 2" Grout: Prospec 59 Sandollar COF Dry :80, Wet .60. Chemical Resistance ASTMC650 S1 Natural Stone Design Works/ 900-311-0441 / Travertine 18 x 18 Honed, Filled, Rectified, Ivory Cream River Grout; Prospec 9 Bone S2 I Natura I Stone Travertine or State -TBD For 1.1.6 Loggia WALL TILE / STO N E WT1 Tile Design Works/ 800-311-04411 Diano Reale 6" x 12" Grout: Prospec 59 Sandollar Tile COF Dry .80, Wet .60. Chemical Resistance ASTMC650 Design Works/ 800-311-0441 / Touch T557 Evening Sunset / Grout: Mapei 11 Sahara Beige WT2 ASIMC650 Class A, ASTM 01027 Results 4 WT3 Stone Design Works/ 800-311-0441 Global Gray Brushed 4" x 12" / Grout: Mapei 01 Alabaster CO F 3 Dry_.7 Wet 14 IS W .Stone Design Works/ 800-311-0441 Global Gray Cap 17/8" x 12" Grout: Mapei 01 Alabaster CO F ,7 Dry, .7 Wet Stone Design Works/ 800-311-0441 Global Gray Dome 3/4" x 12" / Grout: Mapei 01 Alabaster COF .7 Dry, .7 Wet WALLCOVERING WC1 Wallpaper Scalamandre / 800-932-4361 / WP81089A-009 / Madrid / Ivory on Gold on Aqua 1128 Wool Flame Code WC2 Wallpaper 1r-Fabricsljffabricscom/1519Col#9lW6241 ASTM E 84 Class 11A WC3 Wallpaper Schumacher / 800-523-1200/Contract Fax 302-454-3137 Bellezza Damask 5003701 Mist *Waiting on Info WC4 Wallpaper Phillip Jefferies / 973-575-5414 / 5605 Graphite on Elephant Manila Hemp Flame Spread Index 20, Smoke Developed Index 5, Time to ignite .35 minutes WC5 Wallpaper Phillip Jefferies / 973-575-5414 4604 Maple Syrup ASTM E 84 Class A WC6 Wallpaper TBD For Men's Urinals ......... . - PAINT / STAIN NOT All kte - rior wood Finishes (Painted or Stained) to meet Class 'S' Fire Protection Finish, Typical Pi Paint Benjamin Moore Sea Haze 2137-50 D') Paint Benjamin Moore f Coventry Gray HC169 P3Paint BenJamin Moore/ Salisbury Green HC139 F4PaintPaint Benjamin Moore/ November Rain 2142-60 .................... P5 Paint Benjamin Moore/ Coastal Fog AC -1 P6 Paint Benjamin Moore/ White Dove OC -17 ST1 Stain TBD in the Field co LO N MCD CN 0 04 C M n LOD C O co 0 LL OO 00 Lo 04 O C) O CO C14 C: q OO Nco O C) L) O 0') M X M LL Cf) LL C) N0 L6 .;T LO U) OC) a) N = N 0 C0 (P cl� It L) M 0 M . .......... 0- r EL 0 rn 0 -0 0-0 a) M CN 0 00 C, 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB FINISH SCHEDULES 12113/13 A8.10 CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION L PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB FINISH SCHEDULES 12113/13 A8.10 _ U 0 Y Z 0 U LL 0 i Z w C0 Z 0 U Z Lu h 0 d A CASING Z As.2o Scale: SCALE: FULL SCALE Q w } Z a } m 0 0 LL } Z Q Z M 13„ 4 0 w U O� d W ry 0 W Z) m BASE a cfl LO � rn SSI -396 N O N N co (MODIFIED) 0 0 M °co O 1 " x 9-1/4" i0°LO 00 aio �o c o U ° O n M O Y = O _ H 1 L L U- 0 O y L i 0 S FF N a , taq.� N H tY V" a� � .0to ? M 0 c, }�6 CN 75 (= (n CP a - o o M zI U ° M CL 0 W Lu O W of _ J Q 1-769 )IFIED x 2-1/16" w of Z) H U W SSI -705** a 1/2" x 13/16" 49:_ U 0 YBASEBOARD Z A 0 As.2o Scale: SCALE: FULL SCALE 0 CD Q N _ a 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 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. M B CORNICE ASSEMBLY As.2o Scale: SCALE: FULL SCALE coM SSI -437 1X1s" x 4-15/16" r CF'ZOWN & OVER DOOR As.2o Scaler: SCALE: FULL SCALE A SSI -1854 3/4" x 5-13/16" A CEILING MATERIAL As.2o Scale: SCALE: FULL SCALE B CASING As.2o Scale: SCALE: B BASEBOARD As.2o Scale: SCALE: FULL SCALE SSI -705** 1/2" x 13/16" 04 1-1/16" x SPEC." (A--� SILL & NOSING MATERIAL Scale: SCALE: FULL SCALE A MISC. STICKING FOR STILES & RAILS Aa.2o Scale: SCALE: FULL SCALE X WINDOW TRIM DETAIL As.2o Scale: N.T.S. NOTE: REFER TO SHEETS A6.11 & A5.12 FOR ADDITIONAL WINDOW & DOOR TYPES. SSI -769 MODIFIED 1-7/16" x 2-1/16" (0 Al SSI--, 57 3/4" x -1 /4 I FURNITgtE-!*ADE PLYWOOD A CHAIR RAI As.2o Scale: SCALE: FUL SSI -3657 3/4" x 1-1/4" A MISC. PAN IL II OULD A8.20Scale: SCALE: FULIIIiIrSCAL / / / / / / / / I x CHAIR RAIL DETAIL 2 PANELED N ERIOR DOOR As.2o Scale: N.T.S.Aszo Scale: N.T.S. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 17 S4S " x 9 1/4" ala 00 S4S 5/4" x 9 1/4" A WALL BOARD As.2o Scale: SCALE: FULL SCALE 3'-0" cfl LO � rn N O N N co co 0 M °co O i0°LO 00 aio �o c o ° O n M O Y = O 1 L L Cn (0 Il y L i 0 S FF N a , taq.� N V" a� � .0to ? M 0 c, }�6 CN 75 (= (n CP - o o M F RR U ° M CL ri — M � t0 U N00 N O 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 PH: 904.483.5200 \ ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE / ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ARCHITECT'S SEAL 1 . ii y CADD DWG. FILE NO. SCALE FAS SHOWN DRAWN BY ISMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET / 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA C COUNTRY CLUB TRIM PROFILES A8.20 C) ao / co / / / / / / / / / I x CHAIR RAIL DETAIL 2 PANELED N ERIOR DOOR As.2o Scale: N.T.S.Aszo Scale: N.T.S. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 17 S4S " x 9 1/4" ala 00 S4S 5/4" x 9 1/4" A WALL BOARD As.2o Scale: SCALE: FULL SCALE 3'-0" LOUVERED INTERIOR DOOR PEScale: RMIT=SET - 12113113 cfl LO � rn N O N N co co 0 M °co O i0°LO 00 aio �o c o ° O n M O Y = O 1 L L Cn (0 Il y L i 0 S FF N a , taq.� N V" a� � .0to ? M 0 c, }�6 CN 75 (= (n CP - o o M F RR U ° M CL ri — M � t0 U N00 N O 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE / ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ARCHITECT'S SEAL 1 . ii y CADD DWG. FILE NO. SCALE FAS SHOWN DRAWN BY ISMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET / LOUVERED INTERIOR DOOR PEScale: RMIT=SET - 12113113 cfl LO � rn N O N N co co 0 M °co O i0°LO 00 aio �o c o ° O n M O Y = O 1 L L Cn (0 Il y L i 0 S FF N a , taq.� N V" a� � .0to ? M 0 c, }�6 CN 75 (= (n CP - o o M Y m U ° M CL ri — M � t0 U N00 N O 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ARCHITECT'S SEAL 1 . CADD DWG. FILE NO. SCALE FAS SHOWN DRAWN BY ISMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB TRIM PROFILES A8.20 FINISH / FINISH 1„ 641' nUT.ginF FRAMF / ntJT.ginF FRAME 1 11 • B BEAM SECTION A8.30 )Scale: N.T.S. 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. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES BEAM PROFILE A8�O / Scale: N.T.S. PERMIT SET - 12113113 CD LO 'I, M N O N N M M O (0 O o00 -0 LL O C LO O � O O � � C O O p y M O Cl) O O O U .. CU co LL CU LL € _N Ld "t M W L- O U O (/) (9 U� o o o .Y (3i�_ rn c�a ui U a U CU EF O M�E r-- CU CN C.4 N O 'IT O N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ARCHITECT'S SEAL t CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE F- PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB DECORATIVE BEAM DETAILS A8.30 0 LU 0_ LLI W ry _ J J a w U W H U Q U - 0 Y Z 0 Of U Q 0 N N H _ ry } a 0 U B DOOR CASING DETAIL A8.40 Scale: HALF SCALE A PLINTH BLOCK DETAIL A8.40 Scale: HALF SCALE 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. WINDOW SILL DETAIL Scale: HALF SCALE DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES NOTE: SEE SHEET A8.20 FOR ADDITIONAL INFORMATION PERMIT SET - 12113113 SSI -769 MODIFIED 1-7/16" x 2-1/16" M rn Sas 5/4"x 3 1/2" �D VARIES M CU 3/ SI -365 -X144" LL O U0 0 N O u" O � � C O U p C M O =3O Y U : O r N X 5k X LL c0 �( U) LL O L1') 0 M FURNITURE -GRADE PLYWOOD 3/8" I1 f ';T M 4) ~a U N C14 O (n � Cl? U o O O }� �c N ai a. U 3/ %3165 3651-1 SI - x 4" U 0 N OCU r-- (d S4S 5/4" x 3 1/2" VARIES N U i ao O N 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 BASE SSI -396 (MODIFIED) 1" x 9-1/4" SSI -705" 1/2" x 13/16" I PH: 904.483.5200 3A ELECTRICAL MCVEIGH & MANGUM NOTE: SEE SHEET A8.20 FOR ADDITIONAL INFORMATION PERMIT SET - 12113113 M rn N p N N M M CU O (0 O000 0 LL O U0 0 N O u" O � � C O U p C M O =3O Y U : O r N X 5k X LL c0 �( U) LL O L1') Ln L0 ';T M 4) ~a U N C14 O (n � Cl? U o O O }� �c N ai a. U L-O U 0 N OCU r-- (d N U ao O N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ARCHITECT'S SEAL n �~ w CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY Fsm-z LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB TRIM DETAILS A8.40 z w z a m O of O LL z Q _z p LU Q U Z 7 O U LU rn of LU IE0 Of O p LU g a U 0 0 w I - m H rn p p LU U p O w a. w 0 w w DO Q Y O 3 07 F LL O F a 0 z 6 w LU In w a! TL rn C9 Df J J Q w of U Lt1 z U ry Q U - p Y z O U . o a 0 N H 2 n O U 1 Tr w w 00 w w z z J J U U t CEILING HT. SERVICE ,.119 GYP:D.' CEILING B CE NG . (TYPICAL) 3 q -.T&G CEILING (TYPICAL OF 10 'DORM ERS/ CLERESTORIE: 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. ZONE 1 - MAIN CLUB HOUS E -REFLECTED CEILING PLAN DO NOT MEASURE DRAWINGS NOTIFY ARCM=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES u.i U 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS U REVISION w MEETING COMMENTS C In /kAREVISION RPC PLAN REVISIONS O N N M O N OWNER'S REVISIONS Q M U O p CIL . N O Y z O w oo 0) U LL 'n U O ZONE 3 z LU C11 W z O 404 U z w H H C14 O U r C��nPLAN O a_ O Y M 6 PLS a O J J " :CEILING HT. 11 0'. co cn z w z a m O of O LL z Q _z p LU Q U Z 7 O U LU rn of LU IE0 Of O p LU g a U 0 0 w I - m H rn p p LU U p O w a. w 0 w w DO Q Y O 3 07 F LL O F a 0 z 6 w LU In w a! TL rn C9 Df J J Q w of U Lt1 z U ry Q U - p Y z O U . o a 0 N H 2 n O U 1 Tr w w 00 w w z z J J U U t CEILING HT. SERVICE ,.119 GYP:D.' CEILING B CE NG . (TYPICAL) 3 q -.T&G CEILING (TYPICAL OF 10 'DORM ERS/ CLERESTORIE: 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. ZONE 1 - MAIN CLUB HOUS E -REFLECTED CEILING PLAN DO NOT MEASURE DRAWINGS NOTIFY ARCM=CT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 0 1.1 ZONE 1'' 1-- MAIN CLUB HOUSE ENTRY - REFLECTE CEILING PLAN Al0.11 Scale: 1/4" = 1 -0" 0 REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 OREVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. _�'. '°"` REVISIONS #6 m WNER'S REVISONS - 07-28-14 O U 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 04/17/14 MEETING COMMENTS C In /kAREVISION RPC PLAN REVISIONS O N N M O N OWNER'S REVISIONS M O CIL . N O CD O o0 u 0 ZONE 2 oo 0) n4 'n U =CDo O) ZONE 3 M ,4 C11 404 ®B I C14 O U Z3 CN (n CN C��nPLAN O .T.S. Y M 6 PLS N01 J J " :CEILING HT. 11 0'. co M N 0-O I— M U N 00 ItN I CAL) IN I a Ae �r I 0 1.1 ZONE 1'' 1-- MAIN CLUB HOUSE ENTRY - REFLECTE CEILING PLAN Al0.11 Scale: 1/4" = 1 -0" 0 REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 OREVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. _�'. '°"` REVISIONS #6 m WNER'S REVISONS - 07-28-14 I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 04/17/14 MEETING COMMENTS REVISIONS 4 RPC PLAN REVISIONS In /kAREVISION RPC PLAN REVISIONS 06/18/14 N N M O N OWNER'S REVISIONS M 0 Oa5 O a00 CIL . N O CD O o0 u oo 0) n4 'n U =CDo O) 03 X LL M C14 O U Z3 CN (n CN O _o a) CY) Y M 6 � U co M N 0-O I— M U N 00 ItN I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 04/17/14 MEETING COMMENTS REVISIONS 4 RPC PLAN REVISIONS 05/22/14 /kAREVISION RPC PLAN REVISIONS 06/18/14 ZLREVISION 07/28/14 OWNER'S REVISIONS ARCHITECT'S SEAL SCALE AS SHOWN DRAWN BY FS 'Mz LC VHL UC.7l.. Klr' 1 IVIV PROJECT PHASE PERMIT SET PROJECT NUMBER 17— 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ZONES 1 & 1.1 REFLECTED CEILING PLANS A1 0. 11 1 r') I- CO H D w U ❑ O G! a. w tY ❑ LU w [0 Q Y IY O U_ O'', H ar �I a- 0 Z, ❑I w w w w cD J Q u.i rr U LU _ ryU a U Z) ❑ Y Z O U 0 Q v 0 N I-- _ O U 12 -.T&G CEILING (TYPICAL OF 10 DORMERS/ CLERESTORIE: H H 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. W SH STATION ,dk C ILING I - 0 REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 OREVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. x4 KITC EN RATED PANES �x4KITCENRAT ON -REGULAR EDGE & GR D LIFE SAFETY PLANS 'S &'EQUI M O MEETING COMMENTS CV N M O N REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 6 M C'1H D. 0 0 000 KITCF EN 115 LO o rn �o 11 n M U) U M X =o j� C� Q (0 LL C- X M LL CEILI G HT. jp/'Yyd/ W 9, 6., BEVERAGE 04 U O Cl? U)CN 119A U o - o o _'e M m CEILING HT m ai EL U co 0 O M I— M z: N 00 U N 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 these materials can result in substantial criminal and civil liability. W SH STATION ,dk C ILING I - 0 REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 OREVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. H1X9D \ / 11 1 1 11 1 1 FOO _E IVECH x4 KITC EN RATED PANES �x4KITCENRAT ON -REGULAR EDGE & GR D H1X9D \ / 11 1 1 11 1 1 FOO _E IVECH 12/13/13 REVISION D PANES j �x4KITCENRAT ON -REG SERVICE GE & GR D LIFE SAFETY PLANS 'S &'EQUI M O MEETING COMMENTS CV N M O N REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 6 M C'1H D. 0 0 000 c>s � 115 LO o rn �o OO n M U) U M X =o j� C� Q (0 LL C- X M LL CEILI G HT. jp/'Yyd/ W V! M 04 U O Cl? FOOD & BEVEW,GE OFF CE 113 J. CEII ING HT. ZONE 2 - MAIN CLUB HOUSE - REFLECTED CEILING PLAN Scale: 1/4" = V-0" DO NOT MEASURE DRAWINGS NOMI T ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES O U O O ZONE ZONE 3 4 O ,4d C��nPLAN .T.S. , j REVISIONS #6 i WNER'S REVISONS - 07.28-14 12/13/13 REVISION D PANES j �x4KITCENRAT ON -REG LAR E GE & GR D FOOD & BEVEW,GE OFF CE 113 J. CEII ING HT. ZONE 2 - MAIN CLUB HOUSE - REFLECTED CEILING PLAN Scale: 1/4" = V-0" DO NOT MEASURE DRAWINGS NOMI T ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES O U O O ZONE ZONE 3 4 O ,4d C��nPLAN .T.S. , j REVISIONS #6 i WNER'S REVISONS - 07.28-14 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS CO M O MEETING COMMENTS CV N M O N REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 6 M OWNER'S REVISIONS 0 0 000 c>s � rn aS o LO o rn �o OO n M U) U M X =o j� C� Q (0 LL C- X M LL Q jp/'Yyd/ W V! M 04 U O Cl? U)CN U o - o o _'e M m m ai EL U co 0 O M I— M N 00 U N O 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 3 04/17/14 MEETING COMMENTS REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 6 07/28/14 OWNER'S REVISIONS ARCHITECT'S SEAL SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ZONES 2 REFLECTED CEILING PLAN A10.12 ui of P U LU of Q _ U D p Y Z w U U- 0 Z w U) Z O U Z LU H F ry of O 0- 0 O Z Z w 75 } Z } m I O 5 Of O u. } Z z p w a U Z O U LU U w _ H O of O' p w Q J o_ 0 0 w m rn 0 0 w U p O o_ w p w rn w m } Y O U) _ F - LL O ryry Q o_ O Z 0 w w O w _ C7 J J Q ul U w U Q U p V Z O U o Q 0 0 N H 2 O U V LU Z 0 N W Z U Q co w Z 0 N W Z U Q 3 , ZONE 3 - CABANA - REFLECTED CEILING PLAN A10.13 Scale: 1/4" = 1'-0" These materials are copyrighted and protected under Se on 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. BREEZEWAY 01 AA 0 REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 1O REVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. DO NOT MEASURE DRAWINGS NOWT ARCMUCT OF ANY AND ALL DECREPANCZS PRIOR ' TO CONSTRUCTION. SEE GENERAL NOTES Cyj��PLAN .T.S. to 4 ZONE 4 - TENNIS / FITNESS C N ER - REFLECTED CEILING PLAN A10.13 Scale: 1/4" = 1'-0" 11 1 REVISIONS #6 3 WNER'S REVISONS - 07-28-14 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 3 04/17/14 MEETING COMMENTS 1.0 LO 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 N N CY) -=ice OWNER'S REVISIONS Ca -0 o co Cyj��PLAN .T.S. to 4 ZONE 4 - TENNIS / FITNESS C N ER - REFLECTED CEILING PLAN A10.13 Scale: 1/4" = 1'-0" 11 1 REVISIONS #6 3 WNER'S REVISONS - 07-28-14 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION 3 PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 3 04/17/14 MEETING COMMENTS 1.0 LO 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 N N CY) O N OWNER'S REVISIONS Ca -0 o co 0 w - LLQ o ° aio LL'a)rn c04 °p 0') Co? U) U �o � 07 cc L Q X 1 r CO U - f r xL„1 r N Co O � N U N =3 C14 U) � U _o �o a)M ai � U ° M � O L � t0 N ao U d• N � 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION 3 PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 2 03/25/14 LIFE SAFETY PLANS REVISION 3 04/17/14 MEETING COMMENTS REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 6 07/28/14 OWNER'S REVISIONS ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY Fs -mz LCI.�HL UC.7l..KlF-' 1 IVIV (PROJECT PHASE I PERMIT SET (PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ZONES 3&4 REFLECTED CEILING PLANS A10.13 ui U LU U a U ❑ Y z O Ir U LL 0 I - z w Cl) z O v z w F O o_ 0 z w z m IY 0 5 0 u. } z z_ ❑ w U Z 0 U LU - m w 0 of 0 ❑ w g a ❑ 0 LU D m m 0 0 LU U ❑ O of n LU re ❑ U rn w on a Y O H U- 0 d 0 z d w Q' w LU m F- O J J w Q' F- H U w U U Z) z 0 w U 0 a 0 0 N F— r r C7 a t 0 t4 A REVISION #6 - OWNER REVISIONS - MECHANICAL, ELECTRICAL & PLUMBING UPDATES AS OF: JULY 28, 2014 (D REVISIONS AS PER OWNER'S UPDATES. REFER TO MECHANICAL, ELECTRICAL & PLUMBING FOR THIS REVISION #6 SET. THE ARCHITECTURAL SERIES OF SHEETS IS USED FOR REFERENCE & TO SHOW CONTINUITY OF TEMPLATES. f I� F P ad x �r 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 these materials can result in substantial criminal and civil liability. Scale: 1/4" = 1'-0" REVISIONS #610 DO NOT MEASURE DRAWINGS NOTl>H'Y a Q=CT OF ANY M ALL DISCREPANCIES PRIOR TO CONSMUCnON. SEE GENERAL NOTES U Llep O O O O ZONE 2 ZONE ZONE 3 4 O Ell ®e I t S£ C� C� / � �1 r1 I I I ► � C��PLAN .T.S. WNER'S REVISONS - 07-28-14 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 03/25/14 LIFE SAFETY PLANS I;t 0) 0) MEETING COMMENTS N N M C) N REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION M 6 OWNER'S REVISIONS 0 0 a3 o LL agC,:) °a0o Lo °pc�? c o U =o 0) w X LL Q x Co ' r � LL N N .L I U) T a U o L U0 U) _o °0) .moo rn Co U d U 0 Cn- 04 0N 00 "t " N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION PERMIT SET 12/13/13 REVISION 01/31/14 PLAN CHANGES REVISION 03/25/14 LIFE SAFETY PLANS REVISION 04/17/14 MEETING COMMENTS REVISIONS 4 RPC PLAN REVISIONS 05/22/14 REVISION 5 RPC PLAN REVISIONS 06/18/14 REVISION 07/28/14 6 OWNER'S REVISIONS ARCHITECT'S SEAL CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY SMZ LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ZONE 1 - MAIN CLUB HOUSE SECOND FLOOR REFLECTED CEILING PLANS A1 0.20 w U W F- _ U a _ U D 0 Y Z O rK U FW Q ,;I- 0 0 N C7 n a O U COMPONENT & CLADDING NOMINAL WIND PRESSURES (PSF) STRUCTURAL ABBREVIATIONS ZONE # NUMBER OR POUND 100 SF FB FLAT BAR R OR RAD RADIUS 0 ROUND OR DIAMETER -21.2 FD FLOOR DRAIN RD ROUND 1-1 SQUARE -28.1 FDN FOUNDATION REF REFERENCE & AND 30 FF FINISH FLOOR REINF REINFORCEMENT) ZONE AT 100 SF FLR FLOOR REQ REQUIRE ALUM ALUMINUM -26.1 FTG FOOTING REQ'D REQUIRED AR ANCHOR ROD CONCRETE MASONRY (DESIGN PER CURRENT" EDITION ACI 530) FS FAR SIDE RET RETAINING ARCH ARCHITECTURE OR COMPOSITE GA GAGE REV REVISION ASSY ASSEMBLY NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. GALV GALVANIZED SCHED SCHEDULE B/ BOTTOM OF BE IN COMPLIANCE WITH GC GENERAL CONTRACTOR SECT SECTION BETWN BETWEEN SATISFACTORY SC HGT HEIGHT SIM SIMILAR BOT BOTTOM TO HORIZ HORIZONTAL SPEC SPECIFICATION BM BEAM HSA HEADED STUD ANCHOR SQ SQUARE BLDG BUILDING HT HEIGHT STD STANDARD BPL BASE PLATE 9133 RG SKINNER PARKWAY STIFF STIFFENER PH: 904.483.5200 IF INSIDE FACE BRG BEARING ENGINEERING, INC. STL STEEL JACKSONVILLE, FL 32256 INFO INFORMATION PH: 904.483.5200 C TO C CENTER TO CENTER EUTHENICS STUDIO STR STRAIGHT 1650 BEACH AVENUE INT INTERIOR PH: 904.246.6219 CANT CANTILEVER REVISION DATE STRUCT STRUCTURAL CJ CONSTRUCTION JOINT QREVISION #1 JST JOIST SYM SYMMETRICAL JT JOINT CL CENTER LINE T&B TOP AND BOTTOM LB POUND CLR CLEAR ENGINEER'S SEAL T/ TOP OF ........... • �1Yv v�I LG LONG CMU CONCRETE MASONRY UNIT T/U PANEL TILT -UP PANEL LLH LONG LEG HORIZONTAL CADD DWG. FILE NO. COL COLUMN SCALE TE THICKENED EDGE AS SHOWN DRAWN BY FH K LLV LONG LEG VERTICAL PROJECT PHASE CONC CONCRETE PROJECT NUMBER THK THICK NEW CONSTRUCTION LSH LONG SIDE HORIZONTAL COUNTRY CLUB DESIGN CRITERIA CONN CONNECTION S0.1 THIRD THREADED LSV LONG SIDE VERTICAL CONST CONSTRUCTION TRANSV TRANSVERSE CONT CONTINUOUS MANUF MANUFACTURER TS THICKENED SLAB CONTR CONTRACTION MAT'L MATERIAL TYP TYPICAL CTR CENTER MAX MAXIMUM CTR'D CENTERED MECH MECHANICAL UON UNLESS OTHERWISE NOTED MIN MINIMUM VER VERIFY DBA DEFORMED BAR ANCHOR MISC MISCELLANEOUS VERT VERTICAL DEFL DEFLECTION DET DETAIL NIC NOT IN CONTRACT W/ WITH DIAG DIAGONAL NO NUMBER W/0 WITHOUT DIA DIAMETER NTS NOT TO SCALE WS WATER STOP DIFF DIFFERENT NS NEAR SIDE WWF WELDED WIRE FABRIC DIM DIMENSION OC ON CENTER DO DITTO GENERAL SYMBOLS OD OUTSIDE DIAMETER DWG DRAWING OF OUTSIDE FACE EA EACH PLAN, SECTION OR DETAIL NO. 0/0 OUT TO OUT SHEET NUMBER EF EACH FACE OPNG OPENING EJ EXPANSION JOINT OPP OPPOSITE N NORTH ARROW EL ELEVATION PERP PERPENDICULAR ELEC ELECTRICAL ELEV ELEVATOR PL PLATE KEYED NOTE TO PLAN ENGR ENGINEER PNL PANEL EQ EQUAL PREFAB PREFABRICATED O FOUNDATION TYPE EQUIP EQUIPMENT PSF POUNDS PER SQUARE FOOT EXIST EXISTING PSI POUNDS PER SQUARE INCH Al REVISION NUMBER EXP EXPANSION QTY QUANTITY EXT EXTERIOR EW EACH WAY FOOTING STEP COMPONENT & CLADDING NOMINAL WIND PRESSURES (PSF) ROOF ZONE 10 SF 50 SF 100 SF ALL ZONES +22.0 +20.6 +20.0 1 -24.0 -21.2 -20.0 2 -28.1 -25.3 -24.0 3 -28.1 -25.3 -24.0 lo & 20 -40.7 -37.9 -36.7 30 -40.7 -37.9 -36.7 WALLS ZONE 10 SF 100 SF 500 SF 4 +24.0 +20.4 +17.9 AND WELDING SHALL BE IN -26.1 -22.5 -20.0 5 +24.0 +20.4 +17.9 CONCRETE MASONRY (DESIGN PER CURRENT" EDITION ACI 530) -32.2 -25.0 -20.0 ROOFTOP EQUIPMENT VERTICAL PRESSURE _ +/- 30.5 PSF HORIZONTAL PRESSURE _ +/- 63.1 PSF OR COMPOSITE NOTES: 1) TABLE PRESSURES ARE FOR THE SQUARE FOOT (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY AREAS, LINEARLY INTERPOLATE BETWEEN VALUES SHOWN ABOVE. 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROM THE BUILDING. 3) SEE DIAGRAMS FOR LOCATION OF ZONES. 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. MULTIPLY BY 1.67 FOR ULTIMATE WIND PRESSURES. a=10'-0" 53o o I 3 20 2 L 0 OVERHANGS ROOF PLAN (GENERIC BUILDING SHOWN] (CANOPIES, ETC) WALLS (GENERIC BUILDING SHOWN) SCALE: NTS 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. T DESIGN CRITERIA DESIGN PER 2010 FLORIDA BUILDING CODE, UNLI'_SS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES: (REDUCIBLE) 20 PSF ATTIC FLOOR . .. 80 P F STAIRS.....................................................100 PSF DEAD LOADS: ATTIC FLOOR ....................... 20 PSF ROOF 20 PSF WIND LOADS: ULTIMATE WIND SPEED: (ASCE 7-10) .. .......................... 129 MPH NOMINAL WIND SPEED: ............. ..........................100 MPH MEAN ROOF HEIGHT ................ .......................... 22 FT RISK CATERGORY............................................ RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE II WIND EXPOSURE ................... ........ . ................ C ENCLOSURE CLASSIFICATION .................................. ORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM ENCLOSED INTERNAL PRESSURE COEFFICIENT. .... . . ..... ..................... f 0.18 DIRECTIONALITY FACTOR (Kd) . ....... ......................... 0.85 SHAPE FACTORS ............................................ SES. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. PER CODE THIS BUILDING IS NOT LOCATED IN THE WIND BCIRNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS NOT REQUIRED. NAI CONCRETE (DESIGN PER CURRENT EDITION ACI 318) DIAGONAL TO TRU SLAB ON GRADE ........................................ F'C= 3000 PSI FOOTINGS .............................................. F'C= 3000 PSI ALL OTHER CONCRETE . . . . . . . . . . . . . . . . . ................. F'C= 3000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SHALL BE ASTM A70E,i AND WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO ALL WELDED WIRE FABRIC ASTM A185. TH OWNER. CONCRETE MASONRY (DESIGN PER CURRENT" EDITION ACI 530) SHA COMPRESSIVE STRENGTH .......... . ...................... . F'M= 1500 PSI STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC, UNLESS OTHERWISE NOTED (UON) MATERIALS SHALL BE AS FOLLOWS: W -SHAPES ....................................... ASTM 992, Fy=50 KSI OTHER SHAPES & PLATES . ......................... . ASTM A36, Fy=36 KSI HSS SQUARE & RECTANGULAR SHAPES ......... ASTM A500 GRADE B, Fy=46 KSI WELDING ELECTRODES ............... ........ AWS A5.1 OR A5.5 SERIES E70 HIGH-STRENGTH BOLTS ................................. . -0 ASTM A325 ANCHOR RODS ...................................GRADE 36 ASTM F1554 WELDED STUDS ............................................ ASTM A108 DEFORMED BARS .......................................... ASTM A496 WELDABLE BARS .......................................... ASTM A706 PAINT & PROTECTION .......... ....... .................... SSPC PAINT 25 OPEN WEB STEEL JOIST (DESIGN PER CURRENT EDITION SJI WITH AN ALLOWABLE TENSILE STRESS OF 30,000 PSI) TIMBER [DESIGN PER CODE SECTION 2301.2 (ALLOWABLE STRESS OR LRFD DESIGN) AND CURRENT EDITION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION] STRUCTURAL LUMBER. . NO. 2 SOUTHERN PINE SOIL BEARING (DESIGN MAXIMUM) . . 2500 PSF GENERAL NOTES FOUNDATIONS IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. CONCRETE UNLESS OTHERWISE NOTED (UON) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS.......................................................... ,............................................................ 3" SLABSON GRADE...................................................................................... 2" FROM TOP ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING THE PLACING OF THE CONCRETE. UNLESS OTHERWISE NOTED, SPLICES IN REINFORn-ING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC ........................................... WIRE SPACING PLUS 6" REINFORCING BARS ...........................................- 40 BAR DIAMETERS STEEL ALL BOLTS SHALL BE SNUG TIGHT (AS DEFINED 13Y AISC) LION. UNLESS OTHERWISE NOTED, BEAM -TO -BEAM AND BEAM -TO -COLUMN CONNECTIONS SHALL BE AS SHOWN IN DETAIL 6/S2.2. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO SECTION J2 AISC SPECIFICATIONS EVEN THOUGH SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, BUT NOT SIZED, SHALL BE A MINIMUM( OF: 311s 2-12 3/is V 2-12 ALL STEEL JOISTS SHALL BE DESIGNED FOR THE WIND UPLIFT SHOWN. THE ROWS OF BRIDGING SHALL BE INCREASED AS REQUIRED FOR UPLIFT. SINCE A Kd FACTOR OF 0.85 HAS BEEN USED, NO INCREASE IN ALLOWABLE STRESS IS PERMITTED. FASTENERS EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, SIMPSON STRONG -TIE STRONG-BOLT2 OR APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS. ADHESIVE ANCHORING (EPDXY) FOR CONCRETE SHALL BE HILTI HIT-HY 200 CARTRIDGE SYSTEM, SIMPSON STRONG -TIE AT -XP OR APPROVED EQUAL, LION. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT W Tri AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP (EXCEPT WHERE PERMITTED WHEN USING A HILTI SAFE SET HIT Z ANCHOR ROD OR HILTI HOLLOW DRILL BIT W/ VACUUM). INISTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. ADHESIVE ANCHORING (EPDXY) FOR MASONRY SHALL BE HILTI HIT-HY 70 CARTRIDGE SYSTEM OR APPROVED EQUAL, LION. EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1" OF A VERTICAL MORTAR JOINT. CLEAN HOLE AND INSTALL IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. SCREW ANCHORS SHALL BE HIL11 KWIK HUS -EZ, SIMPSON STRONG -TIE TITEN HD OR APPROVED EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL FIER MANUFACTURER'S PRINTED INSTRUCTIONS. POWER ACTUATED FASTENERS (PAF) SHALL BE 0157" DIAMETER HILTI X -U, SIMPSON STRONG -11E PDPA OR EQUAL, UON. EMBED MIN 1-1/4" INTO (CONCRETE AND CMU. DO NOT PLACE WITHIN 1" OF CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. CLIPS, CONNECTIONS, HANGERS, HOLD-DOWNS, ETC. SHOWN ON THESE DRAWINGS ARE SIMPSON STRONG -TIE CONNECTORS, UON. FASTENERS OF OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THE LOAD VALUES OF THE SUBSTITUTED FASTENER FOR GROUP II WOOD SPECIES EQUALS OR EXCEEDS THE SPECIFIED FASTENER. NAILING OF ALL MEMBERS SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. SEE CODE FOR TABLE. ALL SLEEPERS AND SILLS SHALL BE MADE OF PRESSURE TREATED WOOD. FOR STRAPPING AND STUDS AT WALL OPENINGS SEE DETAIL 2/S2.2 SILL PLATE BOLT AND ANCHOR BOLT WASHERS SHALL BE Vx2"x2" AT BEARING LOCATIONS WITH UPLIFT. ROOF SHEATHING SHALL BE 1%2" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 32/16 SPAN RATING. HOWEVER, Vis" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING MAY BE USED FOR ASPHALT SHINGLED OR STANDING SEAM METAL ROOFS. FLOOR SHEATHING SHALL BE 2%2" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 48/24 SPAN RATING OR APA RATED STRUD-1-FLOOR, EXPOSURE 1 WITH 24" OC SPAN RATING. ROOF AND FLOOR DECKING SHALL BE NAILED WITH 8d NAILS AT 46"& Y" DECK AND 10d NAILS AT %" & 3/4" DECK. SPACE NAILS AT 6" AT SUPPORTED EDGES OF DECK (4" AT EXTERIOR WALLS) AND 12" SPACING AT INTERMEDIATE SUPPORTS. AT GABLE ENDS, NAIL ROOF DECK AT 4" AT PANEL EDGES AND AT 6" AT INTERMEDIATE SUPPORTS FOR A DISTANCE OF 10'-0" FROM THE END WALL. WALL SHEATHING SHALL BE Vis" MINIMUM APA RATED SHEATHING, EXPOSURE 1 WITH 24/16 SPAN RATING. SHEATHING MAY BE ORIENTED VERTICALLY OR HORIZONTALLY FOR FLEXIBLE WALL FINISHES. PLYWOOD SHEATHING MUST BE ORIENTED HORIZONTALLY FOR BRITTLE WALL FINISHES (STUCCO) UNLESS 5-PLY/5-LAYER MINIMUM 152" PLYWOOD IS USED. NON SHEAR WALL WOOD WALL SHEATHING SHALL BE FASTENED TO BLOCKING & STUDS w/8d ® 6" OC AT PANEL EDGES AND AT 12" OC AT INTERMEDIATE SUPPORTS. FOR NAILING REQUIREMENTS AT SHEAR WALLS, SEE SHEAR WALL SCHEDULE. SHEAR WALL SHEATHING SHALL BE CONTINUOUS THRU INTERSECTING WALLS OR PROVIDE DETAIL 3/S2.2. PROVIDE A MINIMUM OF 2 STUDS UNDER BEAMS OR GIRDER TRUSSES CARRYING ROOF LOADS AT BEAMS WIDER THAN 3Y", TRIPLE TRUSS GIRDERS AND AT ALL CORNERS PROVIDE MINIMUM OF 3 STUDS FULL HEIGHT. ALL HEADERS AND BEAMS SHALL BE FASTENED TOGETHER PER DETAIL 10/S2.1. HEADERS ARE BELOW PLATE, UON. ALL BUILT-UP COLUMNS AND STUDS SHALL BE FASTENED TOGETHER PER DETAIL 8/S2.1. FOR SPLICES IN TOP PLATES, SEE DETAIL 9/S2.1. LVL SHALL BE MICROLLAM 1.9E BY "TRUS JOIST" OR EQUAL, PSL SHALL BE PARALLAM 2.OE BY "TRUS JOIST" OR EQUAL, AND LSL SHALL BE TIMBERSTRAND 1.5E BY "TRUSS JOIST" OR EQUAL. STRESS GRADE: SOUTHERN PINE NO. 2 OR ENGINEER APPROVED EQUAL. ALL DESIGN VALUES ARE UNDER NORMAL LOADING AND IN DRY CONDITIONS OF SERVICE. SYP MAY BE SUBSTITUTED FOR SPF. PRESSURE -TREAT LUMBER IN ACCORDANCE WITH THE MANUAL OF RECOMMENDED PRACTICE OF THE AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA). ALL FASTENERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE MADE OF TYPE 304 OR TYPE 316 STAINLESS STEEL UNLESS THE LUMBER IS TREATED WITH CCA -C OR SBX (DOT), BUT NOT SBX (DOT) WITH SODIUM SILICATE (N -S-02). UNLESS OTHERWISE NOTED, USE THE FOLLOWING MINIMUM GRADE OF LUMBER FOR FRAMING. FRAMING MINIMUM GRADE SILL ON FOUNDATION WALLS OR NO. 3 SYP SLAB ON GRADE JOISTS, RAFTERS & HEADERS NO. 2 SYP PLATES, CAPS & BUCKS NO. 2 SYP STUDS SEE SCHEDULE POSTS & COLUMNS (INCLUDE ALL NO. 2 SYP VERTICAL MEMBERS SPECIFICALLY CALLED OUT, I.E. 3 - 2x4) CONNECT OVER FRAMING (SUCH AS VALLEY TRUSSES) TO MAIN ROOF FRAMING BELOW WITH SIMPSON VTC2 WITH 4-10d NAILS INTO TRUSS AND 5-10d x 1X2" NAILS INTO OVERFRAMING OR 1Y"x16 ga TWIST STRAP ® 48" MAX W/4 -10d NAILS EACH END OF STRAP. POST BASE AND CAPS FOR 44 AND 6x6 POST SHALL BE SIMPSON CB OR CBQ SERIES AT BASE AND CC OR CCQ SERIES AT CAP. JOIST HANGERS SHALL BE SIMPSON SERIES LUS, UON. HANGERS FOR GLULAM BEAMS HUNG FROM OTHER BEAMS SHALL BE HU212-2 MAX. CONVENTIONAL FASTENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST WIND LOADING. AN ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. (SUCH AS QUICK -TIE). MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE SUBMITTAL SHALL ADDRESS THE FOLLOWING: - THE TOP PLATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR TRANSFERRING UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT IS NAILED TOGETHER TO ACT AS ONE MEMBER (I.E. vQ/It CALCULATION REQUIRED). - 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 FOR ACCEPTABLE TABLES). NAIL SPACING AT SHEARWALLS WILL NEED TO BE INCREASED. SHEARWALLS WITH 3" EDGE NAILING MAY NOT BE USED TO TRANSFER UPLIFT FORCES, SINCE NAILING CAN NOT BE INCREASED. - GYPSUM BOARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE USED TO TRANSFER UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. - IF WALL SHEATHING IS USED TO TRANSFER UPLIFT THE HURRICANE CLIPS SHALL BE INSTALLED UNDER THE SHEATHING AND ON THE SAME SIDE OF THE WALL . - SHEARWALL SILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. HOWEVER, EACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE SCHEDULED ANCHOR BOLT. - SHEARWALL HOLDOWNS AND FLOOR TO FLOOR STRAPPING AT END POSTS MUST BE PROVIDED AS SCHEDULED UNLESS AN ICC REPORT OR OTHER TESTING IS PROVIDED SHOWING THAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. - CABLE SYSTEMS MUST BE PRE -TENSIONED TO RESIST UPLIFT LOADING. SUBMIT TENSIONING PROCEDURE FOR APPROVAL. - TRUSSES AND CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL FASTENERS AS SHOWN ON THESE DRAWINGS, UNLESS AN ALTERNATE PROCEDURE IS SUBMITTED FOR APPROVAL. - RODS OR CABLES SHALL BE TIED OFF AT EACH FLOOR. IF NOT, END POSTS SPECIFIED AT THE GROUND FLOOR SHALL BE USED FULL HEIGHT. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES WOOD TRUSSES TRUSS MANUFAC RER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT ARIhNG LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS S ALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER. TRUSS MANUFACTURER ALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRA INGS, ROOF FRAMING F� N A��1D TRUSS TYPES ARE DIAGRAMMATIC AND ARE INTENDED TO INDICATE DESIGN CONCEPT ONLY F R ROOF CONFIGURATION. TRUSSES SHALL DEIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH ANSI/TP11 "NATIONAL DESIGN STANDAR FO METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION". ROOF TRUSS DE N C ITERIA LIVE LOAD .................................................... SEE DESIGN CRITERIA THIS SHEET DEAD LOAD .................................................................. 10 PSF TOP CHORD 10 PSF BOTTOM CHORD MIN DEAD L AD OR UPLIFT) -STANDING SEAM METAL .... 7 PSF WIND UPLIFT, ... PER CODE BRACE BOTTOM NORDINAS REQUIRED FOR WIND UPLIFT. COORDINATE TRU'' LO ATIONS/CONFIGURATION WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO AVOID CONFLICTS. SE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF EQUIPMENT, DUCTS, STACKS, PIPES, ETC. GENE AL NTRACTOR SHALL ENSURE TRUSS CONFIGURATION A COM DATES ALL EQUIPMENT, DUCTS, ETC. TEMPORARY TRUS BR CING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICATIONS R T PORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI -OSB) AND "COMMENT, AN RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD', TRU SES" (TPI -HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER. TEMPORARY BOT1 M CI ORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM CHORD BRACING'' HAL' NOT EXCEED 10' SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO THE TRUSS BOT f M C RD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING @ 36" UNDER PIGGYBAC TRU SES. ALL BRACING SHALL BE NAILED WITH 2-16D NAILS TO TRUSSES. AT TRUSSES REQUIRING JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 DEGREES) ® 20' MAXIMUM SPACIN NAI ONE END OF DIAGONAL TO WEB OF TRUSS AT ROOF, NAIL MIDDLE OF DIAGONAL TO TRU 3S WIB AT LATERAL BRACING LOCATION AND THE OTHER END OF DIAGONAL TO BOTTOM OF WEB AT THIRD TRUSS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MCVEIGH & MANGU ENGINEERING, INC OR ANY OF IT'S EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR ONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE ACTS OR OMISSION OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VERIFY ALL DIMEN81ONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURA , MEI HANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NO SHO ON THE STRUCTURAL DRAWINGS. ALL STRUCTURALENINiGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL E VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. BUILDINGS AND BRI COMPLETE SHOP D AWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE DESIGN TEAM OF R :CORD) AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SIGNED AND SEAL.E�l BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA AND SHALL BE AVAILABLE AT', THE JOB SITE DURING TIMES OF INSPECTION GENERAL CONTRAF; OR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR'S SHOP DRAWING STAMP OR HAVE BEEN MERELY IRUBBER STAMPED" SHALL BE RETURNED WITHOUT REVIEW. CHANGES TO THEONTR JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, CT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS OR REQUESTED IN WRITING. THE CON AC OR IS LIABLE FOR ANY DEVIATIONS UNLESS REVIEWED AND ACKNOWLEDGED BY THE ENGINEER. S P DRAWING SUBMITTALS SHALL ONLY BE CHECKED FOR CONFORMANCE WITH THE DESIGN CONCEPT D THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFICATIONS CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (LATEST EDITION). EXCEPT AS MODIFIED BY THE REQUIREMENTS OF' THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTI G LABORATORY TO PERFORM CONCRETE TESTING. MASONRY CONSTRU ,TION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES - ACI 530.1/ASCE 6" (LATEST EDITION), EXCEPT AS MODIFIED BY REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TES111 IG LABORATORY TO PERFORM MASONRY TESTING. ALL STRUCTURAL S EEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRI GES", AND AWS D1.1" "STRUCTURAL WELDING CODE", EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. PROOF OF WELDER CERTIFICATION SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. BOLTED CONNECTIO S SHIALL BE ASSEMBLED AND INSPECTED IN ACCORDANCE WITH RESEARCH COUNCIL ON STRUCTURAL C NNE&IONS "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". STEEL JOIST AND ',J IST GIRDERS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITIONS OF THE STEEL JOIST INSTITUTE (SJI) "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K -SERIES" AND "`.a ANDARD SPECIFICATIONS FOR JOIST GIRDERS". BOLTED AND WELD D CONNECTIONS: THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO INSURE THAT ALL FASTENERS AND WELDS ARE INSTALLED IN ACCORDANCE WITH THE SPECIFIC TIONS. A VISUAL INSPECTION SHALL BE MADE OF ALL WELDED AND BOLTED CONNECTIONS. IN kDDIT10N, A MINIMUM OF 10% OF ALL HIGH STRENGTH BOLTS SHALL BE CHECKED FOR PROPER TENSI N AND A MINIMUM OF 10% OF ALL FULL PENETRATION WELDS SHALL BE CHECKED BY ULTRASONIC TE T1NG.1I ADDITIONAL BOLTS AND WELDS MAY BE TESTED AT THE OPTION OF THE TESTING LAB REPRESENTATIVE. DEFECTIVE BOLTS OR WELDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST' TH OWNER. METAL DECK WOR SHA TO THE REQUIREMENTS OF THE LATEST EDITION OF THE STEEL DECK INSTITUTE (!, PCONFORM 1) SECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK", "SDI SPECIFICATIONS .AND COMMENTARY OR COMPOSITE STEEL FLOOR DECK", "SID( SPErIFIC.ATICINC AND COMMENTARY FOP NON -COMPOSITE F OR DECK", AND "SDI CODE OF RECOMMENDED STANDARD PRACTICE FOR COMPOSITE DECK, FORM DECK AND ROOF DECK CONSTRUCTION". FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPQ T FOR THE PROJECT PREPARED BY ELLIS AND ASSOCIATES, INC. (DATED AUGUST 23, 2013), AND',IHALL BE IN COMPLIANCE WITH APPLICABLE REQUIR MEN'S OF GOVERNING AUTHORITIES HAVING JURISDICTION. i A GEOTECHNICALSTIIRIALS, CONSULTANTS AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR SATISFACTORY SC MA SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE RECOMMENDATION, F TFJE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Wayne D. Mangum License No.: 40178 I � C) M 0)N p N N M co co pc0 o o`0 LL 0� °� CN:) �� c \ O p N Mo (`1] 2 rn o 0' w 0 -P X Q � r LL � T- c� LL N 1i C 00 2:1LO M U) 00 (n U Oco Up p � V M a� IZ . _ U U (B s-. y� L 4- U N p 00 N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 QREVISION #1 2/14/14 ENGINEER'S SEAL a¢ ........... • �1Yv v�I CADD DWG. FILE NO. F_ SCALE AS SHOWN DRAWN BY FH K LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER F_ 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB DESIGN CRITERIA AND GENERAL NOTES S0.1 tD rn rn 3 v vi a� a Z U a) w r W r7 rn 0 M- N 00 N O 0 W ry W co W c� J J ¢ w 0f D U W H 2 U U 0 Y Z 0 U 0 Q O 0 N r S C� d O U ELECTRICAL SYMBOL LEGEND VOLTAGE DROP TABLE OVERCURRENT PROTECTION SIZE WIRING SYSTEM CONCEALED IN WALL OR CEILING. DASHED LINES INDICATE WIRING RUN BELOW SLAB/GRADE. CIRCUIT LENGTHS WIRING SYSTEM TO BE RUN EXPOSED. DASHED LINES INDICATE WIRING RUN BELOW SLAB/GRADE. 120/208V SYSTEM BRANCH CIRCUIT HOMERUN TO PANEL. NUMBER OF ARROWHEADS INDICATE NUMBER OF CIRCUITS. THREE 100' 175' 250' CIRCUITS OF ALTERNATING PHASES MAY BE COMBINED IN ONE CONDUIT, HOWEVER THEY SHALL EITHER BE 15A/20A EQUIPPED WITH DEDICATED NEUTRALS, COMMON TRIP CIRCUIT BREAKERS, OR HANDLE -TIES ON THEIR #10 BREAKERS. OO CEILING MOUNTED JUNCTION BOX G WALL MOUNTED JUNCTION BOX $ SINGLE POLE SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. $3 3 -WAY SWITCH, 20A, 120/277 VOLT, +48" A.F.F. TO CENTER. -0 DUPLEX RECEPTACLE, 15 AMP, 120 VOLT, +18" A.F.F. TO CENTER. FOR SINGLE #3 RECEPTACLE ON A CIRCUIT, USE A 20A RECEPTACLE. #6 "GFI" INDICATES GROUND FAULT PROTECTION #3 "AFI" INDICATES ARC FAULT PROTECTION 60A "WP" INDICATES WEATHERPROOF #4 "EX" INDICATES EXISTING TO BE REUSED #2 SHADING INDICATES DEVICE TO BE MOUNTED 6" ABOVE COUNTER TOP BACKSPLASH TO CENTER U.O.N. #4 DOUBLE DUPLEX (QUAD) RECEPTACLE g HEAVY DUTY DISCONNECT SWITCH 4 MOTOR PROVIDED AND INSTALLED BY MECH. CONTRACTOR, WIRED BY ELEC. CONTRACTOR #2 NUMERAL INDICATE HORSEPOWER #1 /0 90A #2 PANELBOARD, SURFACE OR RECESS MOUNTED. SEE SCHEDULE FOR DETAILS. #11/0 4' FLUORESCENT STRIP FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. NOTES: 1. BRANCH CIRCUIT CONDUCTORS TO BE ADJUSTED FOR 3%. 2' X 4' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. El2' X 2' FLUORESCENT LIGHTING FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. RECESSED SURFACE MOUNTED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. 0 RECESSED DOWNLIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. K> WALL MOUNTED LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. TRACK LIGHT FIXTURE. SEE FIXTURE SCHEDULE FOR DETAILS. Q,ap COMBINATION L.E.D. EXIT/EMERGENCY EGRESS LIGHT, SHADING INDICATES ILLUMINATED FACE, ARROWS `mob INDICATE CHEVRONS. SEE FIXTURE SCHEDULE FOR DETAILS (TYPE 'E') B EMERGENCY EGRESS LIGHT. SEE FIXTURE SCHEDULE FOR DETAILS (TYPE 'Em') . TELEPHONE OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 3/4" CONDUIT "W" 120 STUBBED OUT ABOVE ACCESSIBLE CEILING. INDICATES 60" AFF MOUNTING. a COMPUTER OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 3/4" CONDUIT "W" RECESSED STUBBED OUT ABOVE ACCESSIBLE CEILING. INDICATES 60" AFF MOUNTING. a COMBINATION TEL/DATA OUTLET, SAME HEIGHT AS ADJACENT RECEPTACLE, WITH 1" CONDUIT STUBBED OUT ABOVE ACCESSIBLE CEILING. © FIRE ALARM PULL STATION ❑H CEILING MOUNTED HEAT DETECTOR 0 CEILING MOUNTED SMOKE DETECTOR Q DUCT MOUNTED SMOKE DETECTOR 17-4-232-A AUDIBLE/VISUAL ALARM DEVICE 120 VISUAL ONLY ALARM DEVICE ELECTRICAL ABBREVIATIONS A AMPERE HT HEIGHT A.F.F. ABOVE FINISHED FLOOR J.B. JUNCTION BOX A.F.G. ABOVE FINISHED GRADE KVA KILOVOLT -AMPERE AWG AMERICAN WIRE GAGE M.C. MECHANICAL CONTRACTOR C CONDUIT NEC NATIONAL ELECTRICAL CODE CB, CKT BKR CIRCUIT BREAKER N/L NIGHT LIGHT CLG CEILING PNL PANEL E.C. ELECTRICAL CONTRACTOR PVC POLY -VINYL -CHLORIDE (SCHEDULE 40, U.O.N.) ES ENERGY SAVING U.O.N. UNLESS OTHERWISE NOTED. EMT ELECTRICAL METALLIC TUBING V VOLT FACP FIRE ALARM CONTROL PANEL VA VOLT-AMPERE GFI GROUND FAULT CIRCUIT INTERRUPTER W WATT HOA HAND -OFF -AUTOMATIC WP WEATHERPROOF HP HORSEPOWER 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. GENERAL ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES. 2. ALL MATERIAL SHALL BE NEW AND SHALL CONFORM TO THE STANDARDS OF THE UNDERWRITER'S LABORATORIES, INC., AND THE NATIONAL MANUFACTURERS ASSOCIATION. 3. ALL ELECTRICAL PERMITS AND INSPECTION FEES SHALL BE OBTAINED AND PAID FOR BY THE ELECTRICAL CONTRACTOR. 4. DRAWINGS ARE DIAGRAMMATIC ONLY AND INDICATE ONLY THE GENERAL ARRANGEMENT. SEE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 5. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR EFFECTIVE THE DAY THE PROJECT IS ACCEPTED BY THE OWNER. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL ELECTRICAL POWER CONNECTIONS TO HVAC, PLUMBING, AND OTHER EQUIPMENT AS REQUIRED. 7. A COMPLETE GROUNDING SYSTEM SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH ARTICLE 250 OF THE NEC, AND AS SHOWN ON THE DRAWINGS. 8. ALL CUTTING AND PATCHING OF WALLS AND FLOORS FOR ELECTRICAL EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 9. ALL WIRING SHALL BE INSTALLED IN GALVANIZED RIGID CONDUIT, INTERMEDIATE METAL CONDUIT, OR EMT. EMT SHALL NOT BE USED IN OR UNDER CONCRETE SLABS, OR IN MASONRY WALLS. USE SCHEDULE 40 PVC OUTDOORS WHERE NOT SUBJECT TO PHYSICAL DAMAGE OR BELOW FLOOR SLAB. BRANCH CIRCUITS RATED 30 AMPS OR LESS MAY UTILIZE TYPE MC FLEXIBLE METAL CABLE. SUPPORT WITHIN 12" OF ALL CONNECTIONS AND NOT MORE THAN 4'-6" ON CENTER. ALL RACEWAYS (EXCEPT THOSE BELOW SLAB OR GRADE) SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BUILDING LINES. 10. BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER RATED AT NOT LESS THAN 600 VOLTS. MINIMUM SIZE SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL WIRE #8 AWG AND LARGER SHALL BE STRANDED. ALL CONDUCTORS #10 AND SMALLER SHALL BE SOLID, UNLESS OTHERWISE NOTED. 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 CONDUCTORS. CONTRACTOR TO VERIFY CONDUIT SIZES REQUIRED FOR ALUMINUM FEEDERS. 11. BRANCH CIRCUIT CONDUCTORS SHALL BE TYPE THHN OR THWN AS REQ'D. 12. PROVIDE A PULLWIRE IN ALL EMPTY CONDUITS. 13. PROVIDE A TYPED DIRECTORY IN ALL PANELBOARDS CLEARLY DESCRIBING THE LOCATION OF AND TYPE OF LOAD BEING SERVED FOR ALL CIRCUITS. 14. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS AND DISCONNECT SWITCHES, BLACK LETTERS ON WHITE BACKGROUND. 15. FUSES 0 - 600 AMPS SHALL BE UL CLASS "RK -1" LOW PEAK DUAL ELEMENT TIME DELAY WITH 200,000 AMPERE INTERRUPTING RATING AS MANUFACTURED BY BUSS, UNLESS NOTED OTHERWISE. 16. VERIFY ALL REQUIREMENTS AND COORDINATE EXACT LOCATION OF INCOMING ELECTRICAL SERVICE WITH LOCAL POWER COMPANY PRIOR TO PROJECT START-UP. NOTIFY ENGINEER OF ANY CHANGES AS MAY BE REQUIRED. 17. PROVIDE SCHEDULE 40 PVC CONDUIT UNDERGROUND FROM TELEPHONE EQUIPMENT ROOM TO CONNECTION POINT AS DIRECTED BY LOCAL TELEPHONE COMPANY. 18. ALL TERMINALS, SPLICING CONNECTORS, LUGS, ETC. SHALL BE IDENTIFIED FOR USE WITH THE MATERIAL (CU/AL) OF THE CONDUCTOR AND SHALL BE PROPERLY INSTALLED. 19. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ELECTRICAL EQUIPMENT FROM FOREIGN MATERIAL DURING CONSTRUCTION (PAINT, SPACKLE, ETC.). 20. PENETRATIONS OF REQUIRED SMOKE PARTITIONS SHALL BE SEALED USING METHODS APPROVED UNDER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS SMOKE STOPPING IS ACCOMPLISHED. 21. WHERE PENETRATIONS ARE MADE THROUGH A REQUIRED FIRE -RESISTIVE WALL, FLOOR, OR PARTITION FOR THE PURPOSE OF RUNNING RACEWAY CARRYING ELECTRICAL, TELEPHONE, TELEVISION, OR LOCAL COMMUNICATION AND/OR SIGNALING CIRCUITS, THE OPENING AROUND THE RACEWAY SHALL BE FIRE STOPPED PER THE STATE BUILDING CODE. COORDINATION WITH THE GENERAL CONTRACTOR SHALL BE MAINTAINED TO INSURE THAT THIS FIRE STOPPING IS ACCOMPLISHED. USE APPROVED ASSEMBLIES SUCH AS THE FOLLOWING: UP TO 1" PENETRATIONS OF 1, 2, 3 & 4 HOUR GYPSUM WALLS - U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR GYPSUM WALLS - U.L.#WL1001 UP TO 4" PENETRATIONS OF 1 & 2 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CAJ1009 UP TO 4" PENETRATIONS OF 3 & 4 HOUR CONC. OR BLOCK WALLS & FLOORS - U.L.#CBJ1020 22. IN REQUIRED FIRE RATED WALLS AND PARTITIONS, OPENINGS FOR INSTALLATION OF BOXES THAT ARE 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. 23. UNLESS SPECIFICALLY NOTED AS DEDICATED, HOMERUNS MAY BE COMBINED AS MULTI -WIRE BRANCH CIRCUITS. UNLESS OTHERWISE INDICATED, HOMERUN RACEWAYS SHALL NOT SERVE MORE THAN 3 CIRCUITS. A MAXIMUM OF THREE 20A BRANCH CIRCUITS MAY BE COMBINED IN A COMMON HOMERUN SHARING A COMMON NEUTRAL (PROVIDE CIRCUIT BREAKER HANDLE TIES.) AT CONTRACTOR'S OPTION, SEPARATE NEUTRALS MAY BE PROVIDED FOR MULTI -WIRE BRANCH CIRCUITS FOR A MAXIMUM TOTAL OF SIX CURRENT CARRYING CONDUCTORS IN THE RACEWAY (NO HANDLE TIES REQUIRED.) UNLESS OTHERWISE NOTED, ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE SEPARATELY HOMERUN TO THE PANEL. 24. ALL RACEWAYS SHALL BE CONCEALED UNLESS OTHERWISE NOTED AND THAT THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CONCEALING RACEWAYS AFTER (INITIAL) BLOCK CONSTRUCTION. EA1 VAN BRANCH CIRCUIT VOLTAGE DROP TABLE OVERCURRENT PROTECTION SIZE CATALOG NUMBER LAMP DATA CIRCUIT LENGTHS BALLAST DATA 120/208V SYSTEM MOUNTING 100' 175' 250' 350' 15A/20A #12 #10 #8 #6 30A #10 #8 #6 #4 40A #8 #6 #4 #3 50A #6 #4 #3 #2 60A #6 #4 #3 #2 70A #4 #3 #2 #1 80A #3 #2 #1 #1 /0 90A #2 #1 #11/0 #2/0 NOTES: 1. BRANCH CIRCUIT CONDUCTORS TO BE ADJUSTED FOR 3%. VOLTAGE DROP OF NOTES: 1. THE LARGER OF THE WIRE SIZES INDICATED IN THE PANEL SCHEDULES AND THE VOLTAGE DROP TABLE ABOVE, SHALL BE USED. 2. WHERE THE WIRE SIZE IS LARGER THAN THE MAXIMUM WIRE SIZE TERMINAL OF THE EQUIPMENT, PROVIDE A JUNCTION BOX AND SPLICE DOWN TO THE LARGEST WIRE SIZE POSSIBLE. THE BOX SHALL BE LOCATED AS CLOSE TO THE TERMINATION AS POSSIBLE, BUT NO FARTHER THAN 15 FEET. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES vate LIG SING FIXTURE SCHEDULE MARK MANUFACTURER CATALOG NUMBER LAMP DATA VOLTS BALLAST DATA FIXTURE MOUNTING DESCRIPTION NO. TYPE CDN N TYPE co WATTS A LIGHTOLIER [:N0. PR75ASICNB/CP68OK10 LED 120 -- -- 13 RECESSED NOM. 6" APERTURE DOWNLIGHT, WHITE REFL1100 c N0 O +_' co Lm LED, TRIAC DIMMING (DAMP LISTED) ,r LEDP60-2000-30K Q LL ' °...�, NOM. 6" APERTURE DOWNLIGHT, WHEAT REFL AS WILLIAMS WT-SCA-EDD120AD LED 120 -- -- 30 RECESSED 2000 Lm, 3000-K LED, 0-10V DIMMING (REQ, �(0 UO U) (q LV 2C WIRE) SLOPED CEILING (VERIFY ANGLE) B WILLIAMS DIG-S24-232-WPR-EB2 2 F32T8 120 1 ELECTRONIC 58 RECESSED 2'x4', 2 -LAMP INDIRECT -DIRECT, PERF BASKET 0-0 FLUORESCENT TROFFER C WILLIAMS 17-4-232-A 2 F32T8 120 1 ELECTRONIC 58 SURFACE NOM. 1'x4', 2 -LAMP FLUORESCENT PRISMATIC WRAP AROUND C1 TBD TBD D TBD TBD TBD TBD 600 PENDANT DINING CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C2 TBD TBD D TBD TBD TBD TBD 300 PENDANT LOGGIA & VESIBULE CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C3 TBD TBD D TBD TBD TBD TBD 300 PENDANT FOYER CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C4 TBD TBD D TBD TBD TBD TBD 600 PENDANT PRO SHOP CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C5 TBD TBD D TBD TBD TBD TBD 300 PENDANT WAITING/RECEPTION CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C6 TBD TBDTBD TBD TBD TBD TBD 20 PENDANT OVER BAR PENDANTS TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C7 TBD TBD TBD TBD TBD TBD TBD 60 PENDANT WOMEN'S RR CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER C8 TBD TBD TBD TBD TBD TBD TBD 600 PENDANT EXTERIOR PROTECOCHERE CHANDELIER TO BE SELECTED BY OWNER AND INTERIOR DESIGNER D LPT-24-332-S-A12125 3 F32T8 120 1 ELECTRONIC 88 RECESSED 2'x4', 3 -LAMP FLUORESCENT PRISMATIC LENS, A TE -EB3-2 AS D, N 0 FWILLIAMS D2 WILLIAMS LPT-24-232-S-A12125 2 F32T8 120 1 ELECTRONIC 58 RECESSED 2'x4', 2 -LAMP FLUORESCENT PRISMATIC LENS, EB3-UNV LAYIN TROFFER E BEGHELLI BRZ-LR-A-W X LED 120 -- -- -- UNIVERSAL WHITE HO G, LED COMBO RED LETTER EXIT AND EMERGENCY EGRESS LT. 90 MINUTE BATT. Em BEGHELLI PEH-1 2 LED 120 -- -- -- WALL WHITE THERMOPLASTIC, TWO LED HEAD EMERG EGRESS LIGHT, 90 MINUTE BATTERY F COLOR KINETICS 350-000012-02 1 LED 120 -- -- 15 SURFACE 4 FT, 3000' LED STRIP FOR LIGHTING DORMERS (COORD DRIVERS) 0-10V DIMMING. COORD WITH GC FOR MTG ATOP MOULDING TO HIDE FROM VIEW G LEVITON KEYLESS SOCKET 1 40W A10 120 -- -- 40 SURFACE PRECELAIN SOCKET WITH WIRE GUARD H WILLIAMS 36" FLUOR VANITY 2 F25T8 120 1 ELECTRONIC 50 SURFACE PRISMATIC WALL BRACKET (KITCHEN RR) LP1 STERNBERG 1531RLED-FG-6ARC45T5li 84 4500' 120 -- -- 95 POLE OMEGA LED, TYPE V DIST, DECOR ARM, 14' 3314 -T5.4 -DB -DBT LED DIRECT BURY POLE (PARKING), DARK BRONZE FFL ARM LP2 STERNBERG 1531 RLED-FG-6ARC45T2 84 4500' 120 -- -- 95 POLE OMEGA LED, TYPE II DIST, 20' DIRECT BURY 3320 -T5.4 -DB -DBT LED POLE (ROADWAY) DARK BRONZE FFL ARM LP3 STERNBERG 1521RLED-FG-4ARC45T5 56 4500' 120 -- -- 65 POLE OMEGA LED, TYPE V DIST, 12" DIRECT BURY 3312 -T5.4 -DB -DBT LED POLE (POOL AREA) DARK BRONZE FFL ARM LP4 GARDCO DF12-NSP-40OPSMH 1 40OW PSMH 208 1 PULSE START 455 POLE 40OW METAL HALIDE NARROW SPOT ON 20' POLE LP5 GARDCO DF12-NSP-40OPSMH 1 40OW PSMH 208 2 PULSE START 1355 POLE 40OW + 750W METAL HALIDE NARROW SPOTS, DF12-NSP-75OPSMH 1 750W PSMH 208 BULL HORN, ON 20' ANCHOR BASE POLE LP6 GARDCO DF12-NSP-40OPSMH 1 40OW PSMH 208 2 PULSE START 1355 POLE 40OW NARROW SPOT + 750W MED FLOOD METAL DF12-MFL-75OPSMH 1 750W PSMH 208 HALIDE, BULL HORN, ON 20' ANCHOR BASE POLE LP7 GARDCO (2) DF12-NSP-40OPSMH 2 40OW PSMH 208 2 PULSE START 910 POLE (2) 40OW METAL HALIDE NARROW SPOT, BULL HORN ON 20 ANCHOR BASE POLE S WILLIAMS 76-4-232-EB2 2 F32T8 120 1 ELECTRONIC 58 SURFACE 4', 2 -LAMP FLUORESCENT STRIP LIGHT W1 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - LOCKER/TOIL W2 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - FOYER W3 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - MAIN DINING W4 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - DINING NOOKS W5 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - GRILL BOOTH W6 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - EXTERIOR LG W7 TBD TBD rBD TBD TBD TBD TBD 40 WALL DECORATIVE WALL SCONCE TO BE SELECTED BY OWNER AND INTERIOR DESIGNER - EXTEROR SM W8 STERNBERG 1521RLED-FG-OIWB- 56 4500' 120 -- -- 65 WALL DECORATIVE WALL BRACKET MATCHING LP3 FOR 4ARC45T3R LED KIDS AREA OF POOL MTD AS HIGH AS POSSIBLE ON TENNIS BACK WALL K BEGHELLI BS100T84HT132W120V 1 F32T8 120 1 ELECTRONIC 35 SURFACE 4' FLUORESCENT, DAMP LOCATION, POLYCARB (CORROSION RESIST) HSG - VERIFY MTG AT BAG DROP STAND M1 HADCO B -4 -N -C -H 1 LED 120 -- -- 13.7 GROUND 'BULLET' STYLE FLAG POLE LIGHT, NARROW DIST. PROVIDE STAKE MOUNTING, VERIFY LOCATION AT NIGHT FOR BEST AIMMING M2 HADCO B -4 -M -C -H 1 LED 120 -- -- 13.7 GROUND SIM TO 'M1' BUT MEDIUM DIST FOR TOWER I ACCENT CATALOG NUMBERS AND MANUFACTURERS ARE FIXTURE DESIRED. SUBMIT CUTSHEETS OF ALTER OWNER APPROVAL PRIOR TO PURCHASE OF AN) BE ENERGY SAVING TYPE. ALL INCANDESCENT TYPE AND QUALITY OF kCTURERS FOR ARCHITECT AND ALL FLUORESCENT LAMPS SHALL BE 130V RATED. 3 0 MCVEIGH &, MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 0�� I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER COMMENTS 02/19/14 0) N M CDN N co co �O o Lo -am \ LL 0 ai C) O LO) [- w C 4 c N0 O +_' co O aw ,r CU Q LL ' °...�, I o N a' Ln U) 00 �(0 UO U) (q U o d) U ai UV d a 0-0 N � Nt00U N I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER COMMENTS 02/19/14 3 i TAT OF I,j��itiil9F F"3i1151w`� v/ CADD DWG. FILE NO. F_ SCALE [ASSHOWN DRAWN BY En I�KIY I IVN PROJECT PHASE F_ PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ELECTRICAL NOTES, LEGEND, AND FIXTURE SCHEDULE E0.1 ca = SUBMITTED HEREIN FOR BUILDING PERMIT ARE rn � LANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED TH FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. 2. ALL FIRE ALARM SWIT J ------- Q, CT FIRE ALARM SYSTEM SUB—CONTRACTOR SHALL 3 Q 1 PERMANENTLY LABELED I I20$V IRE FOR FINAL PERMITTING. 3. ALL COMPONENTS NE AR FOR CERTIFICATE OF OCCUPANCY SHALL BE BREAK GLASS SHUNT TRIP UjE NS FOR MINIMUM NUMBER OF DEVICES. o � ORITY FOR ADDITIONAL DEVICES AS MAY BE rn ~ PANEL 11 3 POLE I PANEL PANEL U BE LOCATED IN AMBIENT CONDITIONS MAINTAINED BETWEEN 32'F AND 1 W MAIN BREAKER LOCATED Q oa � L WITH SPRINKLER SUB NTR FURNISHED METER. ADJACENT TO KNOX BOX OVI SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED. 0 U PROVIDE 8'x6"X6" CONIC Q I ATS STATION MONITORING. L A ARM, TROUBLE AND SUPERVISORY CONDITIONS U U E CENTRAL STATION. 8. VOICE EVACUATION TO P VIDED WITH PRE—PROGRAMMED MESSAGE AND w o PROVIDE 2"C FOR JEA PROVIDED METERING WIRING. 9. PROVIDE SURGE PRO VE SPRINKLER - • N _ Z Z e — — O O I I I w � MUM""=" --"013- U CONSULTANTS M STRUCTURAL rn o PAD. VERIFY WITH JEA o - 1 ENGINEERING, INC. I Q 1120Y/240V, 3-PHASE I PRIOR TO BID. I 1 BASE BID =FEED 'EM' 0 GENERATOR SYSTEM 1 ( 55kW 69kVA 1 1 I CD MP&FP ALARM AC POWER FAILURE N EW I ALTERNATE SCOPE I120/208V, 1 SERVICE 00 r t FAC 611315-32 FIRE PROTECTION (ALARM) CRITERIA 611315-32.008 (1) OVERALL DESCRIPTION PROVIDE SUPERVISION OF NFPA 13 SPRINKLER SYSTEM VIA TAMPER AND FLOW SWITCHES. PROVIDE SUPERVISION OF THE FIRE ALARM CONTROL PANEL'S POWER FROM BOTH THE DEDICATED 120VAC LINE AND THE INTERNAL BATTERY LINE. PROVIDE ACTIVATION OF ALL DOOR LOCKS FOR SAFE EGRESS FROM THE BUILDING WHEN IN ALARM. PROVIDE ANNUNCIATION OF THE FIRE ALARM SYSTEM VIA AUDIBLE/VISUAL DEVICES LOCATED THROUGHOUT NORMALLY (2) GOVERNING CODES THE FIRE ALARM SYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF THE LATEST APPLICABLE EDITIONS OF THE FLORIDA BUILDING CODE, THE FLORIDA FIRE PREVENTION CODE, NFPA 72, ADA, AND ALL LOCAL, NATIONAL, AND INTERNATIONAL CODES. THE FIRE ALARM SYSTEM SHALL MEET ALL OF THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. (3) MINIMUM SYSTEM REQUIREMENTS THE ENGINEERING DRAWINGS CONTAINED HEREIN IDENTIFY MINIMUM FIRE ALARM SYSTEM REQUIREMENTS. ALL FIRE ALARM SWITCHES, MODULES, AND WIRING SHALL BE PROVIDED BY THE FIRE ALARM SUB—CONTRACTOR. FIRE ALARM SYSTEM SUB—CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT DETAILED SYSTEM DRAWINGS, CUTSHEETS, WIRING DIAGRAMS, ETC. AS REQUIRED FOR FINAL PERMITTING (4) PLAN REQUIREMENTS MINIMUM SYSTEM REQUIREMENTS SHOWN ON THE ENGINEERING DRAWINGS CONTAINED HEREIN: a. SYMBOLS LEGEND IS INDICATED ON E0.1. SYSTEM RISER DIAGRAM WITH ALL INITIATION AND NOTIFICATION COMPONENTS AND CABLING REQUIREMENTS IS INDICATED IN THIS SHEET. ANY FIRE—RATED WALLS HAVE BEEN INDICATED BY LINE—TYPE OF THE WALLS ON THE PLANS. THE CLUBHOUSE GENERAL OCCUPANCY IS ASSEMBLY WITH 695 OCCUPANTS AND FOR THE BATHHOUSE—TENNIS BUILDING IS BUSINESS WITH XXX OCCUPANTS. THE CONSTRUCTION TYPE IS IIB AT 70,677 SQUARE FEET (TOTAL.) b. LOCATIONS OF INITIATION AND NOTIFICATION DEVICES AND CONNECTIONS TO RELATED SYSTEMS ARE SHOWN ON DRAWING E1.1. ADDITIONAL DEVICES SHALL BE INCLUDED IN THE BID AND PROVIDED AS DIRECTED BY THE FIRE MARSHAL. c. STROBE INTENSITY AND AUDIBLE OUTPUT RATINGS FOR ALL NOTIFICATION DEVICES ARE 75cd AND 90dBA, LION. STROBES MAY BE 15cd IN 20 FT WIDE OR NARROWER CORRIDORS. LOWER VISUAL INTENSITIES THAN 75cd ARE ALLOWED AS LONG AS THE ENTIRE NORMALLY OCCUPIED SPACE IS COVERED ACCORDING TO NFPA 72 VISUAL DEVICE CHARACTERISTICS. THE AUDIBLE INTENSITY SHALL BE INCREASED WHERE REQUIRED FOR COMPLETE COVERAGE OF NORMALLY OCCUPIED SPACE. d. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, STYLE B; SIGNAL LINE CIRCUITS SHALL BE CLASS B, STYLE 4; NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, STYLE Y. e. THE ALARM SYSTEM SHALL RECEIVE INITIATION SIGNALS AND PROVIDE NOTIFICATION SIGNALS AS SHOWN IN THE FIRE ALARM RISER AND OPERATIONS MATRIX. THE TRANSMISSION OF EMERGENCY SIGNALS SHALL BE BY DUAL LINE TELEPHONE CONNECTION TO UL LISTED CENTRAL STATION. ALL ALARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTED TO THE CENTRAL STATION. f. THE FIRE ALARM SYSTEM TYPE SHALL BE ADDRESSABLE, 24VDC, POWER LIMITED, FULLY SUPERVISED, WITH 5 MINUTE ALARM, 24 HOUR STANDBY BATTERY SYSTEM. g. SURGE PROTECTIVE DEVICES SHALL BE LOCATED ON THE INCOMING AC POWER (ADJACENT TO OR WITHIN THE PANEL) AND THE POINT OF ENTRY TO THE BUILDING FOR ANY EXTERIOR CIRCUITS. h. THE FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN 32'17 TO 1047 NON—CONDENSING. ANY OUTDOOR NOTIFICATION DEVICES SHALL BE WEATHER PROOF. I. A SITE PLAN HAS BEEN PROVIDED ON E1.0. j. GENERAL SMOKE DETECTION IS NOT REQUIRED FOR THIS BUILDING EXCEPT AT THE FIRE ALARM CONTROL PANEL. k. SMOKE STRATIFICATION IS NOT APPLICABLE TO THIS CONSTRUCTION. I. THIS PERFORMANCE BASED CRITERIA SHALL PROVIDE THE BASIS OF DESIGN FOR THE FULL FIRE ALARM PERMIT DOCUMENTS AND MEET THE LOCAL AHJ'S REQUIREMENTS. NOTE THAT FIRE ALARM PLANS SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE BUILDING PLANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED FOR THE FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. m. THE CONSTRUCTION IS NOT HIGH—RISE OR MULTI—TENANT. THE ENTIRE BUILDING SHALL HAVE A GENERAL EVACUATION SIGNAL. n. WIRING FOR UNDERGROUND AND WET LOCATIONS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. ANY EXTERIOR CIRCUITS SHALL BE INSTALLED IN CONDUIT, MINIMUM 18" BELOW GRADE WITH ORANGE WARNING TAPE ABOVE THE CONDUIT. o. VENDOR TO PROVIDE FULL OPERATION & MAINTENANCE MANUALS IN ACCORDANCE WITH NFPA 72 ALONG WITH AS—BUILT PLANS FOR OWNER'S FUTURE USE. VENDOR TO SUBMIT TO OWNER PROPOSED CONTRACT FOR REQUIRED ANNUAL TESTING OF THE SYSTEM. A MINIMUM OF TWO, ONE—HOUR ON—SITE TRAINING SESSIONS FOR SYSTEM OPERATION SHALL BE PROVIDED TO THE OWNER. (5) WIRING. BATTERY, VOLTAGE DROP RESPONSIBILTY: THE FIRE ALARM SHOP DRAWINGS SHALL INDICATE THE WIRING TO BE PROVIDED, BATTERY AND VOLTAGE DROP (CIRCUIT ANALYSIS) CALCULATIONS. THE CALCULATIONS SHALL APPLY THE MANUFACTURER'S DATA AND APPLICABLE NFPA 72 PROCEDURES. (6) SYSTEM TEST REQUIREMENTS: VENDOR SHALL FULLY TEST AND CERTIFY THE FIRE ALARM SYSTEM DOCUMENTING PROPER FUNCTION OF ALL DEVICES, INTERLOCKS, PROGRAMMING AND COMMUNICATIONS PROVIDING A FIRE ALARM SYSTEM RECORD OF COMPLETION AS REQUIRED BY NFPA 72, CHAPTER 10. (7) SPECIAL SYSTEM REQUIREMENTS: AUDIBLE ANNUNCIATION SHALL BE VIA PRERECORDED VOICE EVACUATION WITH MANUAL OVERRIDE AT REMOTE MICROPHONE CO—LOCATED WITH REM ANNUN PANEL. PANEL M SEE PANEL SCHED 'MDP' SERVICE ENTRANCE EQUIP. r. r#6 CU, MINIMUM GROUND BUS ---L_ NEUTRAL BUS ; GROUNDING ELECTRODE CONDUCTOR EXOTHERMIC WELD TO BLDG STEEL (WHERE AVAILABLE) AS INDICATED ON POWER RISER DIAGRAM INTERSYSTEM BONDING (SIZE PER NEC TABLE 250-66, MIN.) BAR PER NEC 250-94 GROUND CLAMP ON 3/4"DIA X 10'-0" CU #6 CU. MIN, IF NO METALLIC WATER MAIN GROUND ROD DRIVEN METALLIC WATER MAIN, #4 CU, MINIMUM TO f3" BELOW FINISH CONTINUE FULL SIZE GRADE GEC r2� CON[. FOUNDATION OR FOOTIN7 IN DIRECT CONTACT WITH EARTH PROVIDE SHORT PVC SLEEVE OR OTHER DESIGNATION ACCEPTABLE TO THE LOCAL OF 1/2" GAL. STEEL ROD INSPECTOR TO IDENTIFY ROD AS PROPER2MIN. CONCRETE COVER INSTALLED, BONDED 20' MIN. (TYP.)K-IGROUNDING DETAIL - 2 NOT TO SCALE FIRE ALARM SYSTEM MATRIX FIRE ALARM SYSTEM FIRE ALARM SYSTEM BLDG RESPONSE CENTRAL SEQUENCE OF OPERATIONS COMMUNICATOR O �� =o \0� i ��'p �p �v �v Q 'Lp Gov V�v C ��7 §1Ck) Ci \per VO�� JOO �C�p k, Q3 �� vV cV eV a a rV r V r�F 1_4� r� MANUAL FIRE ALARM PULL STATION PLA SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE BU r----, LANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED TH FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. 2. ALL FIRE ALARM SWIT S. ------- FIRE ALARM SUB—CON CT FIRE ALARM SYSTEM SUB—CONTRACTOR SHALL BE RESPONSIBLE TO S MIT 1 PERMANENTLY LABELED I I20$V IRE FOR FINAL PERMITTING. 3. ALL COMPONENTS NE AR FOR CERTIFICATE OF OCCUPANCY SHALL BE BREAK GLASS SHUNT TRIP I I NS FOR MINIMUM NUMBER OF DEVICES. COORDINATE WITH LOC AU ORITY FOR ADDITIONAL DEVICES AS MAY BE REQUIRED. PUSHBUTTON FOR MDP PANEL 11 3 POLE I PANEL PANEL PANEL BE LOCATED IN AMBIENT CONDITIONS MAINTAINED BETWEEN 32'F AND 1 E.C. TO INSTALL JEA MAIN BREAKER LOCATED Q MDP I i N2EOMAA 1 1 I EM K L WITH SPRINKLER SUB NTR FURNISHED METER. ADJACENT TO KNOX BOX OVI SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED. 0 U PROVIDE 8'x6"X6" CONIC LE I ATS STATION MONITORING. L A ARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTE POST SET 36" INTO GRADE. E CENTRAL STATION. 8. VOICE EVACUATION TO P VIDED WITH PRE—PROGRAMMED MESSAGE AND MANUAL OVERRIDE. PROVIDE 2"C FOR JEA PROVIDED METERING WIRING. 9. PROVIDE SURGE PRO VE SPRINKLER - • 00----9 I- e — — E.C. TO INSTALL JEA AT I I I MUM""=" --"013- FURNISHED TRANSFORMER CONSULTANTS STRUCTURAL 1 r-- — — — - I NAT. GAS GENSET 1 I PAD. VERIFY WITH JEA 1 ENGINEERING, INC. I 1120Y/240V, 3-PHASE I PRIOR TO BID. I 1 BASE BID =FEED 'EM' I EC I GENERATOR SYSTEM 1 ( 55kW 69kVA 1 1 I 3b200A MP&FP ALARM AC POWER FAILURE FROM PANEL MDP VIA EW I ALTERNATE SCOPE I120/208V, 1 SERVICE PROVIDE ALTERNATE BI OR I t L __ TRANSFORMER #3/0 CU 1 GENERATOR SYSTEM CoLE 1 I — � PROVIDED BY JEA MCVEIGH & MANGUM 2 I I F I I � 9133 RG SKINNER PARKWAY SEE 4/E0.2 j JACKSONVILLE, FL 32256 I I I 1 I I I I I 1 i i ii I I I I i II---- 4 —---------- --------------------------� Ll I I 1 I ---- -----------------II------------------------------------------ REVISION DATE GROUND FAULT --- I ------------------ PERMIT SET 12/13/13 1 #2/0 CU GND TO Q1 PERMIT REVIEW 01/24/14 —5/8"x 8'=0" CU ROD --3 -------- — NOTIFICATION APPLIANCE CIRCUIT SHORT SERVICE ENTRANCE EQUIP. r. r#6 CU, MINIMUM GROUND BUS ---L_ NEUTRAL BUS ; GROUNDING ELECTRODE CONDUCTOR EXOTHERMIC WELD TO BLDG STEEL (WHERE AVAILABLE) AS INDICATED ON POWER RISER DIAGRAM INTERSYSTEM BONDING (SIZE PER NEC TABLE 250-66, MIN.) BAR PER NEC 250-94 GROUND CLAMP ON 3/4"DIA X 10'-0" CU #6 CU. MIN, IF NO METALLIC WATER MAIN GROUND ROD DRIVEN METALLIC WATER MAIN, #4 CU, MINIMUM TO f3" BELOW FINISH CONTINUE FULL SIZE GRADE GEC r2� CON[. FOUNDATION OR FOOTIN7 IN DIRECT CONTACT WITH EARTH PROVIDE SHORT PVC SLEEVE OR OTHER DESIGNATION ACCEPTABLE TO THE LOCAL OF 1/2" GAL. STEEL ROD INSPECTOR TO IDENTIFY ROD AS PROPER2MIN. CONCRETE COVER INSTALLED, BONDED 20' MIN. (TYP.)K-IGROUNDING DETAIL - 2 NOT TO SCALE FIRE ALARM SYSTEM MATRIX FIRE ALARM SYSTEM FIRE ALARM SYSTEM BLDG RESPONSE CENTRAL SEQUENCE OF OPERATIONS COMMUNICATOR O �� =o \0� i ��'p �p �v �v Q 'Lp Gov V�v C ��7 §1Ck) Ci \per VO�� JOO �C�p k, Q3 �� vV cV eV a a rV r V r�F 1_4� r� MANUAL FIRE ALARM PULL STATION PLA SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE BU ING LANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED TH FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. 2. ALL FIRE ALARM SWIT S. DULES, AND WIRING SHALL BE PROVIDED BY THE FIRE ALARM SUB—CON CT FIRE ALARM SYSTEM SUB—CONTRACTOR SHALL BE RESPONSIBLE TO S MIT BUILDING SMOKE DETECTOR DIAGRAMS, ETC. AS R IRE FOR FINAL PERMITTING. 3. ALL COMPONENTS NE AR FOR CERTIFICATE OF OCCUPANCY SHALL BE INCLUDED IN THE BID. E P NS FOR MINIMUM NUMBER OF DEVICES. COORDINATE WITH LOC AU ORITY FOR ADDITIONAL DEVICES AS MAY BE REQUIRED. M () L.L. 4. THE FIRE ALARM PAN BUILDING HEAT DETECTOR BE LOCATED IN AMBIENT CONDITIONS MAINTAINED BETWEEN 32'F AND 1 N —CONDENSING. 5. ALL TAMPER AND FLO WIT H CONNECTION LOCATIONS TO BE FIELD VERIFIED WITH SPRINKLER SUB NTR CTOR AS REQ'D. 6. COORD. WITH M.C. TO OVI SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED. 0 U BUILDING DUCT DETECTOR LE HONE CONNECTION FOR UL LISTED CENTRAL STATION MONITORING. L A ARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTE 0 E CENTRAL STATION. 8. VOICE EVACUATION TO P VIDED WITH PRE—PROGRAMMED MESSAGE AND MANUAL OVERRIDE. CU 9. PROVIDE SURGE PRO VE SPRINKLER - • 00----9 EX RIOR FIRE ALARM CIRCUITS SHALL BE PROVIDED WITH SURGE PROTECTI „ AT HE POINT OF ENTRY TO THE BUILDING. MUM""=" --"013- CONSULTANTS STRUCTURAL SPRINKLERTAMPERFIRE MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP ALARM AC POWER FAILURE MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 FIRE ALARM SYSTEM LOW BATTERY MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE GROUND FAULT PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 NOTIFICATION APPLIANCE CIRCUIT SHORT AHU SHUTDOWN ```"`t,tuttnumtt etrr,rrr,, - N — \ > r` d O O \ U CIDO These materials are copyrighted and protected under Section 102 of the Arc i ectural 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. DUCT TYPE SMOKE DETS FOR HVAC SYSTEMS RATED OVER 20C'^�� BY EACH E CI AS REQUIRE[ TC LC1 LC2 ' POWER RISER DIAGRAM - CL OUSE �.2 NOT TO SCALE POOL BLDG BREEZEWAY TENNIS SHOP EXTERIOR PERMANENTLY LABELED BREAK GLASS SHUNT PANEL PANEL TRP PUSHBTTON FOPNIL P MAINUBREEAKERRI of ! P TS SEE PANEL SCHEDULE #1 /0 cu G.[s[�y[oz POWER RISER DIAGRAM - POOLZTENNIS SHOP BLDG & E EO.2 J NOT TO SCALE CLUBHOUSE BUILDING EOL POOL HOUSE / TENNIS SHOP BUILDING FIRE ALARM RISER DIAGRAM NOT TO SCALE YARD SEE PANEL SCHED 'EM' PANEL( I PANEL PA T #1 /0 CU G.E.0 SEE 3/EO.2 NIS COURTS. PANEL EMA DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES PANEL AC KEY NOTES. (THIS SHEET ONLY) OE.C. TO INSTALL JEA FURNISHED PRIMARY CONDUITS WITH PULLWIRE AND LONG SWEEP ELBOWS AS REQUIRED. VERIFY ALL INSTALLATION REQUIREMENTS WITH JEA PRIOR TO BID. O PROVIDE SECONDARY ELECTRICAL SERVICE: (4) SETS OF 4-35OMCM IN 3"C EA; 30" MIN COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. OPROVIDE (1) 1-C AND (1) 1-1/2-C FOR BATTERY, BLOCK HEATER, CONTROLS AND MONITORING. O 200A STANDBY FEEDER: (4) #3/0, (1) #4G, 2"C; 30" MIN COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. O 400A SERVICE FEEDER: 2 SETS OF (4) #3/0, 2"C EA; 30" MIN COVER WITH RED WARNING TAPE AT 12" BELOW GRADE. 1 . NOTE THAT FIRE ALAR PLA SUBMITTED HEREIN FOR BUILDING PERMIT ARE NOT PART OF THE BU ING LANS REVIEW. A SEPARATE SUBMITTAL AND PERMIT IS REQUIRED TH FIRE ALARM AND/OR FIRE SPRINKLER SYSTEM. 2. ALL FIRE ALARM SWIT S. DULES, AND WIRING SHALL BE PROVIDED BY THE FIRE ALARM SUB—CON CT FIRE ALARM SYSTEM SUB—CONTRACTOR SHALL BE RESPONSIBLE TO S MIT DETAILED SYSTEM DRAWINGS, CUTSHEETS, WIRING DIAGRAMS, ETC. AS R IRE FOR FINAL PERMITTING. 3. ALL COMPONENTS NE AR FOR CERTIFICATE OF OCCUPANCY SHALL BE INCLUDED IN THE BID. E P NS FOR MINIMUM NUMBER OF DEVICES. COORDINATE WITH LOC AU ORITY FOR ADDITIONAL DEVICES AS MAY BE REQUIRED. M () L.L. 4. THE FIRE ALARM PAN SHA BE LOCATED IN AMBIENT CONDITIONS MAINTAINED BETWEEN 32'F AND 1 N —CONDENSING. 5. ALL TAMPER AND FLO WIT H CONNECTION LOCATIONS TO BE FIELD VERIFIED WITH SPRINKLER SUB NTR CTOR AS REQ'D. 6. COORD. WITH M.C. TO OVI SHUTDOWN INTERLOCK WIRING TO RESPECTIVE AHU AS REQUIRED. 0 U 7. COORDINATE DUAL LIN LE HONE CONNECTION FOR UL LISTED CENTRAL STATION MONITORING. L A ARM, TROUBLE AND SUPERVISORY CONDITIONS SHALL BE TRANSMITTE 0 E CENTRAL STATION. 8. VOICE EVACUATION TO P VIDED WITH PRE—PROGRAMMED MESSAGE AND MANUAL OVERRIDE. CU 9. PROVIDE SURGE PRO VE EVICE ON FACP INCOMING AC POWER (ADJACENT TO OR WITHIN PANEL.) A' EX RIOR FIRE ALARM CIRCUITS SHALL BE PROVIDED WITH SURGE PROTECTI „ AT HE POINT OF ENTRY TO THE BUILDING. ENGINEERING- INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail(,IighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 X d- � N C) N N co M CU 0 (0 O 00 p `LN °00 �o .c o p ch \ ° o U n 00 Q CLL M () L.L. L-1 0 �J .. N U) co U O (n CP L M o C 0 U U �O CU CU N U 00 � N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 ENGINEER'S SEAL ```"`t,tuttnumtt etrr,rrr,, - N — r�Fr.'Y,Ydi u�i351S1;9t`+ • 5 CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY tcn LEGAL DESCRIPTION PROJECT PHASE E: PERMIT SET PROJECT NUMBER 18 -11 - EW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ELECTRICAL RISER DIAGRAMS E0.2 0 W Of W rn W O I- rn 0 3 Q v 1- (n W F- C _ o U a of Q C.) W 0 M Y o z w o OMi - U M Ci o N N H o 0 0 VOLTAGE: 120/208 PH: 3 WIRE: 4 VOLTAGE: 120/208 BUSSING: 400A CUMOUNTING: PH: 3 WIRE: 4 P /� 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. ENCLOSURE: PANEL:M 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD BUSSING: 200A CUA P ENCLOSURE: NEMA 1 SURFACE E. ENCLOSURPANEL: 1 MOUNTING: MAINS: MLO BUSSING: 400A CU BRANCH CIRCUITS. DEMAND AMPS MAINS: MLO GND I WARE CONDUIT MDP POLE BRACING: BRACING: 10 KAIC. SYM. INCOMING: BOTTOM SNEMA URFACE INCOMING: BOTTOM LOAD PER PHASE 1 4.5 6.4 11 a= 2 MAINS: 400A MCB -SHUNT TRIP Q HP -2B LOAD PER PHASE SURFACE DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT GROUND BAR B BRACING: 35 KAIC. SYM. DESCRIPTION POLE CONT. CONDUIT WARE GND TRIP CKT A B C CKT TRIP GND WARE CONDUIT CONT. POLE DESCRIPTION WIRE GND - AHU 2A 3 -- - 1 1 4 / 2 8 90 1 3 78 100 _- ,; 7.8 10 0 rs .-T 2 4 110 6 2 - 1 1/4 -- 3 - AHU 5 , L -- .. 1 4.0 - ` ;; 2 LOAD PER PHASE 10 5 7 =` 7837 L2Z�jp 78 100 1 ;� �,�'1111111`.", 6 8 SPACE 1 -- -- -- -- -- 9 OAU -1 3 -- 1 6 2 AHU-2B 3 -- 1-1/4 / 2 8 90 45 10 6 1 -- 2 AHU-9 9 ::: 1111'' % 7.8 3 7 10 ti" -- -- -- -- 1 5 ' 40 - 6 11 2 78 3.7 12 45 10 6 1 -- 2 AHU-6 1 /2 AHU-3 2 -- 2 1 6 10 45 ,... .. .. , 13 3 7 3 7 ="� 14 15 �_ 3 7 6 3 `-_--" 16 80 8 3 1-1/4 -- 2 AHU-7 AHU-4 2 -- 1 6 10 45 11 17 3.7 6.3 18 19 3.7 1 1 , � 20 20 12 12 1/2 -- 1 PRO SHOP RECPTS 3 MEZ REPTS/DMPRS 1 -- 1 /2 12 12 20 21 : '„ 1.6 0 9 � 22 20 12 12 1 /2 -- 1 PRO SHOP RECPTS PANEL K WASHER ACCTG/OFFICE RECP 1 -- 1 /2 12 12 20 23 s ...... , k ;, 1.0 1.4 24 20 12 12 1/2 -- 1 OFFICE RECPTS 2 -- PA 1 -- -- -- -- 20 25 27 -- 1.3 F;°, 1,511,111 ,,,.,,'--. , _ .,... �� ' -- 0 4 `y' 26 28 12 20 12 12 1/2 -- 1 WOMENS LOCKER REC SPARE 1 -- -- -- -- 20 20 12 12 1 /2 -- 1 WOMEN'S RR RECPTS POOL FLOOD LTS SPARE 1 -- -- -- -- 20 29 11", N 1111 y" ` i °2 0 6 30 20 12 12 1/2 -- 1 WOMEN'S RR RECPTS 3 PANEL AC WINE COOL/COCKTAIL 1 -- 1/2 12 12 20 31 0.7 0 6 2.5 11 32 20 12 12 1/2 -- 1 WOMEN'S RR RECPTS -- -- BAR COOLER/FROSTER 1 -- 1/2 12 12 20 33 _,,W��g 1.4 02 2 „�j „ ,,, ,,,,,;,' 34 20 12 12 1/2 -- 1 MEN'S LOCKER RECPT LTG -DATE PALS 1 COCKTAIL/BLENDER 1 -- 1 /2 12 12 20 35 t..�. ,.; 37 -- 1.3 1.2 0.4 36 �� W 38 20 12 12 1/2 -- 1 MEN'S LOCKER RECPT RTU -1 TVSS 3 -- 1 /2 10 10 30 20 12 12 1 /2 -- 1 GRILL RECPTS 39 -- 1 4 40 20 12 12 1 /2 -- 1 GRILL RECPTS 41 ,, , ,IQ , -- -- 42 20 12 12 1/2 -- 1 MEN/WOMEN RR RECP 20 12 12 TOTAL KVA PER PHASE 1 SHUNT TRIP POWER 45.4 45.2 1 43.9 1 -- 1/2 12 12 CONN DEM DEM 0' 32 -- -- TOTAL CONNECTED KVA1 SPACE 134.5 CONN DEM DEM FIRE ALARM 1 -- 1/2 LOAD FACT LOAD 33 30 - 8 6 _ - ` 34 200 6 3/0 2 -- 3 LIGHTING LOAD --- K NTRY LTS 1 0.3 1.3 0.4 12 20 NOTES: , .._;' 04 109 36 1 -- -- - -.-' RECEPT LOAD 3 PANEL PA 11.9 NEC 11.0 -- - - 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. G; - - -F , , ,', 37 HVAC LOAD 38 -- 119.0 1.0 119.0 -- 35 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. TVSS 3 -- EQUIPMENT 10 LOAD 30 3.3 1.0 3.3 40 200 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. 3/0 2 -- 3 KITCHEN LOAD ' 4 0 ilIl -- 0.7 -- 37 .: - - f 4. ** INDICATES GFCI BREAKERS. , ",' 41 !R �` 11 I -- 17.0 42 -- SPACE 1 -- TOTAL LOAD TVSS 3 -- 134.5 1 133.6 KVA PER PHASE 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. 38.5 38.7 40.8 -- DEMAND AMPS -- -- CONN DEM 371 1 VOLTAGE: 120/208 PH: 3 WIRE: 4 VOLTAGE: 120/208 PH: 3 WIRE: 4 P /� 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. ENCLOSURE: NEMA 4X 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD BUSSING: 200A CUA P KITCHEN LOAD E. ENCLOSURPANEL: 1 MOUNTING: SURFACE BUSSING: 400A CU BRANCH CIRCUITS. DEMAND AMPS MAINS: MLO GND I WARE CONDUIT MDP POLE BRACING: 10 KAIC. SYM. MOUNTING INCOMING: BOTTOM SNEMA URFACE BUSSING: 1200A CU LOAD PER PHASE 1 4.5 6.4 11 a= 2 MAINS: 400A MCB -SHUNT TRIP Q HP -2B 3 SURFACE DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B BRACING: 35 KAIC. SYM. WIRE INCOMING: BOTTOM CONT. P E CRIPTI N Z11 LOAD PER PHASE 1 - GROUND BAR SYM. 2 60 -- DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND I WIRE CONDUIT I CONT. POLE DESCRIPTION 2 FOUNTAIN VACPAK KAIC, ll SPACE 1 7 3 5 -- -- -- -- -- � -- .. 1 4.0 - ` ;; 2 LOAD PER PHASE 10 10 30 GROUND BAR 1 6 2.5 M SPACE 1 -- -- -- -- -- 9 OAU -1 3 -- 1 6 10 45 3 � t^ `� 11 _... 4.0 - 4 40 10 8 3/4 -- 3 CU -1 ,,: , 16 -- -- -- -- -- 1 5 ' 40 - 6 17 2 35 -_0.4 181-- 18 -- -- 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 1 INTERIOR LIGHTS 1 -- 1/2 12 12 20 9 ,kms, 1.1 0.5 ''m� , 10 20 12 12 1/2 PLC1 1 POOL AREA LV LTS 1 /2 EWC/RECEPTS 1 -- 1/2 12 12 20 11 1` <,';,,,,., 1.0 0.5 12 20 12 12 1/2 PLC1 1 POOL AREA LV LTS PANEL K WASHER 1 -- 1 /2 12 12 20 13 1.5 0.5 ,_' 11 14 20 12 12 1/2 PLC1 1 POOL AREA LV LTS PANEL M DRYER 2 -- 1 2 / 10 10 30 15 11 2 5 0 6 _ E 16 20 12 12 1/2 PLC1 1 POOL DECOR LTS 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. -- -- -- 1 DEMAND AMPS SPACE 1 17 � 25 09 18 20 12 12 1/2 PLC2 2 POOL FLOOD LTS -- WH -3 1 -- -- -- -- -- 19 0 6 0 9 =' i 20 16 225 4 4/0 2-1 /2 -- 3 PANEL AC _ UH 2 2 __ 1/2 10 10 30 21 17_ 2.5 11 22 20 12 12 1/2 PLC2 2 POOL FLOOD LTS -- -- -- -- -- 1 SPACE SPACE 1 --- 25 11 24, -- -- -- -- 35 1&-", -„ ; -- -- 36 3 LTG -DATE PALS 1 -- 3 4" 1 12 20 25 1 2 0 411 11 I ;. �' r 26 20 12 12 1/2 PLC2 1 POOL KIDS AREA RTU -1 SPARE 1 -- -- -- -- 20 27 23 - ' - 28 20 -- -- -- -- 1 SPARE -- P E 1 -- -- -- -- 20 29 ,,: `�' , ,- 71 26 30 20 12 12 1/2 -- 1 SHUNT TRIP POWER 3 FIBER PANEL 1 -- 1/2 12 12 20 31 - 9.54 0' 32 -- -- -- 3 SPACE 2 CONN DEM DEM FIRE ALARM 1 -- 1/2 12 12 +20 33 30 - 8 6 _ - ` 34 200 6 3/0 2 -- 3 POOL EQUIPMENT 1 --- K NTRY LTS 1 -- 1/2 12 12 20 35 , .._;' 04 109 36 1 -- -- - -.-' SPACE 3 PANEL PA -- -- -- -- - - 33 G; - - -F , , ,', 37 -- 19.1 ,..:.- .-: 38 -- -- 3 SPACE -- 35 , .. - . ... .... TVSS 3 -- 1 /2 10 10 30 39 � I'll.: . -- 17 8 ,.,. ,' . 40 200 6 3/0 2 -- 3 PANEL TS ' 4 0 ilIl SPACE 1 38 37 .: - - f 38 , ",' 41 !R �` 11 I -- 17.0 42 -- SPACE 1 -- -- TVSS 3 -- -- 1 TOTAL KVA PER PHASE 391 40 38.5 38.7 40.8 -- -- -- -- CONN DEM DEM 1 /2 TOTAL CONNECTED 12 KVA 41 _ `' 118.0 41 :--„ �. -- -- 42 LOAD FACT LOAD ' ATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 60.3 62.4 5. PROVIDE HANDLE TIES FOR MULTIWIRE NCH CIRCUITS. DEMAND AMPS 173 -- -- , '"s TOTAL LIGHTING LOAD -- 134.3 129.4 12.1 1.3 15.1 SPARE NOTES: -- CONN DEM DEM 45 RECEPT LOAD TOTAL CONNECTED -- 7.4 NEC 7.4 -_1 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. SPARE 1 -- LOAD HVAC LOAD LOAD 47 _.E. 1 s.,. -- -- 55.6 1.0 55.6 -- 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. -- 1 LIGHTING EQUIPMENT LOAD LOAD -- 42.9 1.0 42.9 26.0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. e, 50 -- -- KITCHEN LOAD -- 1 -- 0.7 -- 30.8 4. ** INDICATES GFCI BREAKERS. 20.4 1. + INDICATES RED LOCK -ON ATTACHMENT .. .... :,.. FOR TOTAL LOAD -- -- 118.0 -- 121.0 1 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. 222.9 1.0 222.9 DEMAND AMPS FOR HVAC EQUIPMENT. -- -- 54 336 EQUIPMENT 6. HVAC LOAD BASED ON WORST CASE, HEATING, LOAD. 43.1 1.0 43.1 3. ALL SINGLE POLE BREAKERS SHALL. BE 'SWD' RATED. 55 -- -- VOLTAGE: 120/208 PH: 3 WIRE: 4 PANEL. A C PANEL: P /� 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. ENCLOSURE: NEMA 4X 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD BUSSING: 200A CUA 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD 4. ** INDICATES GFCI BREAKERS. CONT. MOUNTING: SURFACE 3 WIRE: 4 BRANCH CIRCUITS. DEMAND AMPS MAINS: MLO GND I WARE CONDUIT MDP POLE BRACING: 10 KAIC. SYM. E• ENCLOSURPANEL. INCOMING: BOTTOM 205 BUSSING: 1200A CU LOAD PER PHASE 1 4.5 6.4 11 a= 2 GROUND BAR TOTAL LOAD HP -2B 3 SURFACE DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT P TRIP GND WIRE CONDUIT CONT. P E CRIPTI N Z11 SPACE 1 -- -- -- -- -- 1 - :. SYM. 2 60 -- -- -- -- 2 SPARE 12 -- -- -- -- -- .i SPACE 1 3 ; 4 SPACE 1 -- -- -- -- -- 5 3/4 -- - 6 60 10 6 1 -- 2 FOUNTAIN VACPAK KAIC, ll SPACE 1 7 3 5 -- -- -- -- -- � -- .. R3.5 ;10 8 -- 2 1 LOAD PER PHASE 10 10 30 GROUND BAR 1 6 2.5 M SPACE 1 -- -- -- -- -- 9 ``; E 8.4 a ..- CC,NDUIT 125 6 1 1-1/2 -- 3 MAIN POOL VACPAK CKT SPACE 1 -- -- -- -- -- 11 ""' , 7.0 12 SPACE 1 -- -- -- -- -- 13 -- 6 0 14 ... SPACE 1 -- -- -- -- -- 15 CONT. - 0.2 ,,: , 16 -- -- -- -- -- 1 -_ LIGHTS 1 SPACE 1 -- -- -- -- -- 17 2 35 -_0.4 181-- 18 -- -- -- -- 1 RECEPTACLES 2 TOTAL KVA PER PHASE 6 9.5 8.6 10.9 r ' 4 CONN DEM DEM 2 TOTAL CONNECTED KVA 3 1 29.0 -- 1 SERVICE RECPTS LOAD FACT LOAD 5 e.-,. ', � ,�- _ 20.6 6.6 6 10 30 LIGHTING LOAD = 1 4 0 3 22 -- 1.3 -- 1 /2 NOTES: 1 BAG DROP POWER 20 9 RECEPT LOAD 7 0.6 NEC 0.6 20 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. 23 „_ 14 - 24 20 HVAC LOAD PANEL K -- 1.0 -- 2 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. 6 200 9 ..11 24.0 45.2 EQUIPMENT LOAD 28.4 1.0 28.4 2 3 / 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. -- 3 PANEL M PRO SHOP RECPT KITCHEN LOAD 1 -- -- 0.7 -- 12 4. ** INDICATES GFCI BREAKERS. 11 .. � ,.... ,. "'. - 28.4 43.9 12 TOTAL LOAD 14 29.0 MW , f, 1.6 - SMILL `: 1111 .,.: 29.0 -- 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. -- -- -- 1 DEMAND AMPS SPACE 1 12 80 26 2 ... � These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Ad 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. NOTES: PANEL. A C RECEPT LOAD 10.1 NEC 10.1 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD -- 1.0 -- 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. CONT. VOLTAGE: 120/208 PH: 3 WIRE: 4 BRANCH CIRCUITS. DEMAND AMPS 70 GND I WARE CONDUIT MDP POLE DESCRIPTION 74.0 7 4 5 2 5 r,-? '' 1 E• ENCLOSURPANEL. KITCHEN LOAD 205 BUSSING: 1200A CU -- 1 4.5 6.4 11 a= 2 2 TOTAL LOAD HP -2B 3 SURFACE -- MAINS: 200A MCB HP -2A 3 -- 60 MOUNTING: 6 SURFACE 60 80 8 3 1-1/4 -- 3 HP -5 3 4.5 6.4 4 SYM. INCOMING: BOTTOM 20 5 r; , ,,' „ , w- - 0.8 1.0 6 20 11 4 5 2 5 12 MAINS: IP ABRACING: 3/4 -- 2 HP -7 DESCRIPTION POLE CONT. COVDUIT 20 20 WIRE GND 35 KAIC, SYM. INCOMING: BOTTOM � 12 HP -3 2 GND -- 2 1 LOAD PER PHASE 10 10 30 GROUND BAR 1 6 2.5 M 14 12 DESCRIPTION POLE CONT. CC,NDUIT �� WIRE GND TRIP CKT I A B C CKT TRIP GND WIRE I CONDUIT CONT. POLE DESCRIPTION 10 1/2 -- 2 UH -1 HP -4 2 12 1 19.5 7 9 N .,. ,. -. 2 35 17 2.0 1.9 " 18 11 -111 I 12 12 PANEL EM 3 -- 2 3/0 6 200 3 x 20.2 7 8AN/` r ' 4 200 6 3/0 2 -- 3 PANEL L 1/2 -- 1 SERVICE RECPTS DHP-1 /DSS -1 2 5 e.-,. ', � ,�- _ 20.6 6.6 6 10 30 21 = 1 4 0 3 22 20 12 12 1 /2 -- 1 BAG DROP POWER 20 9 ;!� : �� 7 277 454�1,11 ' 8 20 12 23 „_ 14 - 24 20 -- PANEL K 3 -- 1 2 3/0 6 200 9 ..11 24.0 45.2 ' s" `�" 10 400 3 2 3 / (2)2 -- 3 PANEL M PRO SHOP RECPT MEN'S RR 1 -- 1 SPACE 12 12 20 11 .. � ,.... ,. "'. - 28.4 43.9 12 '. 14 27 MW , f, 1.6 - SMILL `: 1111 .,.: 28 -- -- -- -- -- 1 SPACE SPACE 1 12 13 26 2 ... � 1 14 -- -- 29 " E.«. -- -- 30 -- -- SPARE 3 -- 1 -- -- -- 200 15 -,777777M7 -- 24 6 " -`'., 16 225 4 4/0 2-1 /2 -- 3 PANEL AC -- -- -- -- 1 SPACE SPACE 1 17_ f y -- 23.2 18 -- -- -- 33 - - '., ." 34 -- -- -- -- -- 1 SPACE SPACE 1 --- -- -- -- -- -- -- 35 1&-", -„ ; -- -- 36 -- SPARE 3 -- -- -- -- -- 100 21 ' ,,,,F - 7.6 ' .... -- 22 100 8 2 1-1/4 -- 3 RTU -1 -- -- -- 1 SPACE TVSS 3 1 -- 23 , 7 , 7 6 24 30 „ 39li 40 -- -- -- P -- -- 1 SPACE -- 1 RESTOOMS SPACE 25 - 26 -- -- 41 ..c ,.... -- -- 42 -- -- SPACE 3 -- 1 SPACE - - . 27 , - ...- ., ,; .. 28 -- -- -- -- -- 3 SPACE 2 CONN DEM DEM 30 20 -- TOTAL CONNECTED 29 ., - ' -- 30 1 -- -- -- ; -- LOAD FACT LOAD 31 - 8 6"e"R k -I 1 32 -- -- -- I LIGHTING - _ -- SPACE 0.1 1.3 0.1 1 -- -- - -.-' SPACE 3 -- -- -- -- -- - - 33 G; - - -F , , ,', 34 -- -- -- -- -- 3 SPACE -- 35 , .. - . ... .... -- 8.6 36 1 35 ;f 1 36 -- -- SPACE 1-_ 53 - 54 ,. -- -- -- -- 37 ' 4 0 ilIl SPACE 1 38 37 .: - - f 38 -- 55 -- " ' ' ` 56 -- -- SPACE 1 -- -- TVSS 3 -- -- 1 6 10 60 391 40 ;% , , ', 40 -- -- -- -- -- 3 SPACE 1 /2 12 12 +20 41 _ `' LIGHTING LOAD 8.2 1.3 10.3 41 :--„ �. -- -- 42 2. PROVIDE 'HACR' RATED BREAKERS FOR AC UIPMENT. EQUIPMENT LOAD 39.8 1.0 39.8 3. ALL SINGLE POLE BREAKERS SHALL BE ' ATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 60.3 62.4 5. PROVIDE HANDLE TIES FOR MULTIWIRE NCH CIRCUITS. DEMAND AMPS 173 -- -- , '"s TOTAL KVA PER PHASE -- 134.3 129.4 130.3 1 SPACE SPARE 1 -- CONN DEM DEM 45 -- -- TOTAL CONNECTED -- KVA -- 394.0 -_1 SPACE SPARE 1 -- LOAD FACT LOAD 47 _.E. 1 s.,. -- -- 48 -- -- -- -- -- 1 LIGHTING SPACE LOAD -- -- 20.8 1.3 26.0 NOTES: e, 50 -- -- -- -- -- 1 RECEPT LOAD SPACE 1 30.8 NEC 20.4 1. + INDICATES RED LOCK -ON ATTACHMENT .. .... :,.. FOR BREAKER. -- -- -- -- HVAC LOAD 1 SPACE SPACE 222.9 1.0 222.9 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. -- -- 54 -- EQUIPMENT LOAD -- 43.1 1.0 43.1 3. ALL SINGLE POLE BREAKERS SHALL. BE 'SWD' RATED. 55 -- -- KITCHEN LOAD -- -- 76.4 0.7 49.7 4. ** INDICATES GFCI BREAKERS. TVSS 3 -- 1 6 10 60 57 TOTAL LOAD -- -- = 58 394.0 -- 362.1 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. SPACE DEMAND AMPS 1005 VOLTAGE: 12072-08- PH: 3 WIRE: 4 PANEL L ENCLOSURE: NEMA 1 BUSSING: 225A CU . MOUNTING: SURFACE MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: TOP LOAD PER PHASE GROUND BAR DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND I WARE CONDUIT CONT. POLE DESCRIPTION PRO SHOP DNLTS 1 -- 1/2 12 12 20 1 0.4 1 1.0 ' ' 2 20 12 12 1/2 -- 1 OFFICE RCPTS PRO SHOP PEND 1 -- 1/2 12 12 20 3 ' A 0.6 0 8 4 20 12 12 / -- 1 ENTRY RECPTS PRO SHOP OFF LTS 1 -- 1/2 12 12 20 5 = -- y"9; I 0.2 1.2 6 20 12 12 1/2 -- 1 ENTRY RECPTS LOGGIA LIGHTS 1 -- 1/2 12 12 20 7 1.5 1.2111,111" =. rm- 8 20 12 12 1/2 -- 1 MULIIPUROSE RCPTS DINING PENDANTS 1 -- 1 /2 12 12 20 9 � ', 1.8 - ��, 10 20 -- -- -- -- 1 SPARE DINING SCONCES 1 -- 1/2 12 12 20 11 E„ b4 ,;1. °`` , .. ,. ,".," : ,- . , ._ _' 0.7 1.6 12 20 12 12 1/2 -- 1 DINING RCPTS DINING DOWNLTS 1 -- 1/2 12 12 20 13 0.3 1 4 ffl','� j �, 14 20 12 12 1/2 -- 1 DINING RCPTS DISPLAY CABINETS 1 -- 1/2 12 12 20 15 , %"Illr j 0.2 1 4 „ „ ,- , ,, 16 20 12 12 1/2 -- 1 LOGGIA RCPTS KIT LIGHTS 1 -- 1/2 12 12 20 17 ;; 1.1 -- 18 20 -- -- -- -- 1 SPACE KIT LIGHTS 1 -- 1/2 12 12 20 19 1.2 '"1_111 ' „,,,,,,.. 20 20 -- -- -- -- 1 SPACE MULTIPURPOSE LTS 1 -- 1/2 / 12 12 20 21,,, 0 31 �E 22 20 -- -- -- -- 1 SPACE SPARE 1 -- -- -- -- 20 23 - - 24 20 -- -- -- -- 1 SPACE PATIO FANS 1 -- 1/2 12 12 20 25 0.5 26 -- -- -- -- -- 1 SPACE EXTERIOR WALL LTS 1 -- 1 /2 12 12 20 27 ".. _ 1.2 -- ._ `� 28 -- -- -- -- -- 1 SPACE FIRE PIT AREA 1 -- 1,/2 12 12 20 29 -_ , . ,,,..... V.- - 30 -- -- -- -- -- 1 SPACE LAWN STEP LTS 1-- 1/2 12 12 20 31 0A 32 -- -- -- -- -- 1 SPACE LAWN POWER 1 -- 1/2 12 12 20 33 ` 0 6 0 4 , 34 20 10 10 -- 1 MAIL KIOSK/ENTRY LAWN POWER 1 -- 1/2 12 12 20 35 ,,, 11�11111 ,...... """. 0 4 01 36 20 10 10 3/4 -- 1 IRRIG. CONTROL 37 -- - .-` 1 ; � 38 -- -- -- -- -- 1 SPACE TVSS 3 -- 1 / 2 10 10 30 39 -- 0 5 40 20 8 8 3/4 -- 1 ENTRY SIGNAGE 41 421 20 10 10 3/4 -- 1 PARKING LOT LTS TOTAL KVA PER PHASE 7.9 7.8 1 6.6 CONN DEM DEM TOTAL CONNECTED KVA 22.3 LOAD FACT LOAD LIGHTING LOAD 12.2 1.3 15.3 NOTES: PANEL. A C RECEPT LOAD 10.1 NEC 10.1 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD -- 1.0 -- 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. CONT. TOTAL LOAD 22.3 25.3 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS 70 VOLTAGE: 120/208 PH: 3 WIRE:. 4 BUSSING: 225A CU PANEL. A C MOUNTING E. SNEMA 4X URFACE MAINS: MLO 1. BRACING: 10 KAIC. SYM. INCOMING: BOTTOM LOAD PER PHASE GROUND BAR 6 DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND I WARE CONDUIT CONT. POLE DESCRIPTION 74.0 7 4 5 2 5 r,-? '' 1 8 KITCHEN LOAD 205 0.7 -- 1 4.5 6.4 11 a= 2 2 TOTAL LOAD HP -2B 3 SURFACE -- MAINS: 200A MCB HP -2A 3 -- 60 1 6 10 60 80 8 3 1-1/4 -- 3 HP -5 3 4.5 6.4 4 NOTES: PH: 3 WIRE: RECEPT LOAD 0.8 NEC 0.8 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 5 3..., s, _ 4.5 6.4 6 PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 74.0 74.0 7 4 5 2 5 r,-? '' 1 8 KITCHEN LOAD 205 0.7 -- 4. ** INDICATES GFCI BREAKERS. 2 TOTAL LOAD HP -2B 3 SURFACE -- MAINS: 200A MCB 1 6 10 60 9 �` 4 5 2 4 ,' 10 40 10 8 3/4 -- 2 HP -6 BRACING: 35 KAIC. SYM. INCOMING: BOTTOM 20 5 r; , ,,' „ , w- - 0.8 1.0 6 20 11 4 5 2 5 12 40 10 8 3/4 -- 2 HP -7 DESCRIPTION POLE CONT. COVDUIT 20 20 WIRE GND TRIP CKT A B � 12 HP -3 2 GND -- 2 1 /2 10 10 30 13 1 6 2.5 M 14 12 20 1 1.2 0.5 `:: �'11 �� 2 20 12 12 1/2 -- 1 EXERCISE EQ EQ 1516 11 19 2 ,.., 4- 25 10 10 1/2 -- 2 UH -1 HP -4 2 12 -- ,. . �/4 8 10 35 17 2.0 1.9 " 18 11 -111 I 12 12 20 511 11 1.2 0.8 6 20 12 12 1/2 -- 19 2.0 0 6 _ -.... r ...., „ ; .- 20 20 12 12 1/2 -- 1 SERVICE RECPTS DHP-1 /DSS -1 2 -- 1 /2 10 10 30 21 = 1 4 0 3 22 20 12 12 1 /2 -- 1 BAG DROP POWER 20 9 ;!� : �� ,u� 0.6 0.6 „ ;' I �'` 10 20 12 23 „_ 14 - 24 20 -- -- -- -- 1 SPARE H -9 P 2 11 -- 1 / 2 10 10 30 25 1 6 ' ' .: 26 -- 1 PRO SHOP RECPT MEN'S RR 1 -- 1 SPACE 12 12 20 13 1.0 - f 3,„T.,.' s y 1111- s : 12 '. 14 27 MW , f, 1.6 - SMILL `: 1111 .,.: 28 -- -- -- -- -- 1 SPACE SPACE 1 12 -- 15 -- -- -- -- 29 " E.«. -- -- 30 -- -- -- -- -- 1 SPACE SPACE 1 20 -- --- 1/2 -- -- -- 31 - - ,1111 32 -- -- -- -- -- 1 SPACE SPACE 1 /22 -- --- 20 -- -- -- 33 - - '., ." 34 -- -- -- -- -- 1 SPACE SPACE 1 --- -- -- -- -- -- -- 35 1&-", -„ ; -- -- 36 -- -- -- -- -- 1 SPACE SPARE 1 -- •-- -- -- 20 23 , .. -___!b 37 - -e u. , : 38 -- -- -- -- -- 1 SPACE TVSS 3 1 -- -- 1 /2 10 10 30 „ 39li 40 -- -- -- P -- -- 1 SPACE -- 1 RESTOOMS SPACE 1 -- --- WATER PUMP SYS -- -- 41 ..c ,.... -- -- 42 -- -- -- ' -- -- 1 SPACE -- -_1 41 �,.w ... y 1 8 2.6 42 TOTAL KVA PER PHASE 1 /2 -- 26.2 1 24.6 23.2 -- -- 29 %' 2 CONN DEM DEM 30 20 -- TOTAL CONNECTED KVA 1 74.0 SPACE 1 -- -- -- ; -- LOAD FACT LOAD 31 - 8 6"e"R k -I 1 32 -- -- -- I LIGHTING LOAD -- SPACE 0.1 1.3 0.1 NOTES: PH: 3 WIRE: RECEPT LOAD 0.8 NEC 0.8 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 73.1 1.0 73.1 2. PROVIDE 'HACR' RATED BREAKERS FOR HVAC EQUIPMENT. EQUIPMENT LOAD -- 1.0 -- 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 74.0 74.0 5. PROVIDE HANDLE TIES FOR MULTIWIRE BRANCH CIRCUITS. DEMAND AMPS KITCHEN LOAD 205 VOLTAGE: 120/208 PH: 3 WIRE: 4 rm,i LUAU BRACING: 35 KAIC. SYM. INCOMING: BOTTOM LIGHTING LOAD 2.5 PANEL. 3.1 NOTES: WIRE TS 6.2 NEC 6.2 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. NEMA 1 38.2 BUSSING: 200A CU 38.2 2. PROVIDE 'HACR' RATED BREAKERS I --OR HVAC EQUIPMENT. EQUIPMENT LOAD 7.0 1.0 7.0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. 2 TOTAL LOAD 53.9 MOUNIINGE. SURFACE 5. PROVIDE HANDLE TIES FOR MULTIWI'RE MAINS: 200A MCB DEMAND AMPS 20 20 151 12 1/2 -- 3 BEER COOLER 3 '' 1.1 1.8 4 CONDENSER -- 1 WOMEN'S LOCKER GRILLE LIGHTS BRACING: 35 KAIC. SYM. INCOMING: BOTTOM 20 5 r; , ,,' „ , w- - 0.8 1.0 6 20 12 CONDENSER LOAD PER PHASE MEN'S LOCKER BAR POS 1 -- 1 2 GROUND BAR _12, 12 5 .. � y. E N_ - ,-. j 1.1 1.8 6 DESCRIPTION POLE CONT. COVDUIT 20 20 WIRE GND TRIP CKT A B 1 C 12 CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION EXERCISE EQ 1 -- 1/2 12 12 20 1 1.2 0.5 `:: �'11 �� 2 20 12 12 1/2 -- 1 EXERCISE EQ EQ 1 -- 1/2 12 12 20 3` IAI,EXERCISE 1.2 0.8 10 ;- 4 20 12 12 1/2 -- 1 EXERCISE EQ EXERCISE EQ 1 -- 1/2 11 -111 I 12 12 20 511 11 1.2 0.8 6 20 12 12 1/2 -- 1 EXERCISE EQ ENTY RECEPTS 1 -- 1/2 12 12 20 7 0.6 0 8 8 20 12 12 1/2 -- 1 EXERCISE EQ GRP FITNESS REC 1 -- 1/2 -- 12 12 20 9 ;!� : �� ,u� 0.6 0.6 „ ;' I �'` 10 20 12 12 1/2 -- 1 PRO SHOP RECPT GRP FITNESS REC 1 -- 1 /2 12 12 20 11 ,; ": sl�11 ", x-111111 0.6 0.8 12 20 12 12 1 /2 -- 1 PRO SHOP RECPT MEN'S RR 1 -- 1 /2 12 12 20 13 1.0 - f 3,„T.,.' s y 1111- s : 12 '. 14 20 -- -- -- -- 1 SPARE OMEN'S RR 1 -- 1 /2 12 12 20 15 27 F 13 08 =28 1.0 12 � 16 20 -- -- -- -- 1 SPARE 12 12 20 2911 -x` „F% 1.7 0.6 30 ,. 20 12 12 1/2 -- 1 0 5 -- 18 20 -- -- -- -- 1 SPARE COMM BOARD 1 -- 1 /22 12 12 20 19 p 5 0 9 ! .I'l 12 12 20 20 12 12 1 /2 -- 1 EXTERIOR LIGHITS A 1 -- --- -- -- 20 21 20 - 1.0 ' , ,, ; ,11 22 20 12 12 1/2 -- 1 EXERCIZE LTS/FANS SPARE 1 -- •-- -- -- 20 23 , .. -___!b 23 0 5 24 20 12 12 1/2 -- 1 GRP/OFFICE LTS SPACE 1 -- .-- - -- -- 25 -- 1 0.,,.._. 3 126 1 20 12 12 1/2 -- 1 RESTOOMS SPACE 1 -- --- WATER PUMP SYS -- -- -- 27F - 28 28 20 -- -- -- -_1 41 �,.w ... y 1 8 2.6 42 SPARE SPACE 1 -- 1 /2 -- -- -- -- 29 %' 2 -- 30 20 -- -- -- -- 1 SPARE SPACE 1 -- -- -- ; -- -- -- 31 - 8 6"e"R k -I 1 32 -- -- -- I __ 48 ,, 47 - ._,, _ -- -- SPACE 1 -- .-- 1 -- -- - -.-' 33 .. - 8 6 -- -- 34 80 8 3 1-1 /4 -- 3 AHU-8 SPACE 1 -- -- -- -- -- -- 35 , .. - . ... .... -- 8.6 36 1 SPACE SPACE 1 -- -- -- SPACE 1-_ 53 - 54 ,. -- -- -- -- 37 ' 4 0 ilIl SPACE 1 38 -- -- -- -- 55 -- " ' ' ` 56 -- -- SPACE 1 -- -- -- -- -- -- 39 , _ 4.0°.-._ -- : 40 60 10 6 1 -- 1 3 HP -8 FIRE ALARM 1 -- 1 /2 12 12 +20 41 _ `' LIGHTING LOAD 8.2 1.3 10.3 -- 4.0 42 OR REAKER. HVAC LOAD 7.4 1.0 7.4 2. PROVIDE 'HACR' RATED BREAKERS FOR AC UIPMENT. EQUIPMENT LOAD 39.8 1.0 39.8 3. ALL SINGLE POLE BREAKERS SHALL BE ' ATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 60.3 62.4 IV IAL VVI\I'IL.V ILU FN VP% I JJ..7 ILUNO BUSSING: 200A CU rm,i LUAU BRACING: 35 KAIC. SYM. INCOMING: BOTTOM LIGHTING LOAD 2.5 1.3 3.1 NOTES: WIRE RECEPT LOAD 6.2 NEC 6.2 1. + INDICATES RED LOCK -ON ATTACHMENT FOR BREAKER. HVAC LOAD 38.2 1.0 38.2 2. PROVIDE 'HACR' RATED BREAKERS I --OR HVAC EQUIPMENT. EQUIPMENT LOAD 7.0 1.0 7.0 3. ALL SINGLE POLE BREAKERS SHALL BE 'SWD' RATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. 2 TOTAL LOAD 53.9 3 54.5 5. PROVIDE HANDLE TIES FOR MULTIWI'RE BRANCH CIRCUITS. DEMAND AMPS 20 20 151 VOLTAGE: 120/208 PH: 3 WIRE: 4ENCLOSURE: NEMA 1 PANEL. E M BUSSING: 200A CU I MOUNTING: SURFACE MAINS: MLO BRACING: 35 KAIC. SYM. INCOMING: BOTTOM LOAD PER PHASE GROUND BAR DESCRIPTION POLE CONT. CONDUIT WIRE I GND TRIP CKT A B C CKT TRIP I GND WIRE I CONDUIT CONT. POLE DESCRIPTION TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION TECH CLOSET 1 -- 1 11 18 ''` ' ' 2 12 12 20 1 0.5 1.0 ' ` «E , 2 20 WALK IN COOLER 3 -- 1/2 12 12 20 20 12 12 1/2 -- 3 BEER COOLER 3 '' 1.1 1.8 4 CONDENSER -- 1 WOMEN'S LOCKER GRILLE LIGHTS 1 -- 1 /2 12 7777 "� 20 5 r; , ,,' „ , w- - 0.8 1.0 6 20 12 CONDENSER -- 1 MEN'S LOCKER BAR POS 1 -- 1 2 12 12 _12, 12 5 .. � y. E N_ - ,-. j 1.1 1.8 6 7 9 0.2 0.5 E „ , , , ,,,� ,,, , , , ;'- ° r. 77;79"7"77777 _...... 1.8 -- .,,' 8 10 20 20 12 -- 12 1 /e- -- -- -- 1 -- 1 W/IN COOL EVAP/LTS 1 -- 1/2 12 12 20 7 0.4 0 7 M ,, ,_, .: 8 9 3 5 1 0 - w 10 20 30 12 10 12 10 1/2 1/2 -- -- 1 2 BEER EVAP/LTS BEER PAK WALK IN FREEZER 3 -- 1 6 10 50 11 3.5 1.0 12 CONSENSER P4 �) , , 5 � 2.3 2.3 6 30 10 10 1/2 -- 2 BEER PAK COURT 1 2 TLC1 10 10 30 13 3 5 1.0 ' 14 11 -111 I 30 10 10 TLC2 2 ►/IN FREEZE EVAP/LTS 1 -- 1/2 12 12 20 15 .._ <..- ,,; 1.1 1.0 % ' 16 23 23 F' h 8 17 .u- . 1 �' 0 7 2 5 18 40 10 8 3/4 -- -- 2 ICE MACHINE KSF-1 3 -- 1/2 12 12 15 19 0.7 2.5 ,�, , , , i _ 20 8 8 30 11 N - � X 2 3 2 3 CONDENSER 30 8 8 TLC4 2 COURT 4 21 t w-_ _, „_ 0.7 0.2 22 20 12 12 1 /2 -- 1 ICE MACH CUBER 1 23 ;, 1.3 1 0 24 20 12 12 1/2 -- 1 KITCHEN LTS KEF-1, KEF-2 3 -- 1/2 12 12 20 25 1 3 1 2 26 20 12 12 1/2 -- 1 KITCHEN LTS 15 9 23 23 16 27 F 13 08 =28 20 12 12 1 2 -- 1 BAG -N -BOX HOOD LTS.CONTRLS 1 -- 1/2 12 12 20 2911 -x` „F% 1.7 0.6 30 ,. 20 12 12 1/2 -- 1 SODA TOWERS SHUNT TRIP POWER 1 -- 1/2 12 12 20 31 % a 32 20 -- -- -- -- 1 SPARE WH -2 KITCHEN 1 -- 1 /2 12 12 20 33 3 ,"' "" 0.5 1.0 34 20 12 12 1 /2 -- 1 KIT OFFICE KITCHEN POS 1 -- 1/2 12 12 20 35 _ ,Z 0 4 0 6 36 20 12 12 1/2 -- 1 WATER SOFTENER -- -- -- 2 FUTURE COURT 6 u 23 .-::, _�: �,.. ...2 ...- d,....- 2.3 2.3 24 3 37 2.2 2.6 38 FUTURE COURT U 7 2 -- -- -- 30 25 PANEL EMA 3 -- 1 6 10 60 39 3 6 2 6 ,. ,,,,1 40 30 10 10 1 /2 -- 3 WATER PUMP SYS 1-1 /4 27 2.3 2.3 28 ,1 41 �,.w ... y 1 8 2.6 42 FIRE ALARM 1 -- 1 /2 12 12 +20 43 -- 0.5 ,,-,xi.", , ". 44 20 12 2 -- 1 POS STATIONS SPACE 1 -- -- -- -- -- 45 . 46 -- -lzz - -- _1,/_2 -- -- 1 C SPACE 1 -- -- -- -- -- __ 48 ,, 47 - ._,, _ -- -- ' -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 49 N 50 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- ,. 51 -- -- ,,- 2 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 53 - 54 ,. -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 55 -- " ' ' ` 56 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 57 -- -- ' ' ! , : 58 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 59 - .�,...N ,. a=s ,.",. - -- 60 -- -- -- -- -- 1 SPACE KV PER PHASE 19.5 20.2 20.6 CONN DEM DEM TOT TOT CO ECTED KVA 60.3 LOAD FACT LOAD -- LIGHTING LOAD 8.2 1.3 10.3 NOTES: RECEPT LOAD 4.9 NEC 4.9 1. +INDICATES RED LOCK -ON ATTACHMEN OR REAKER. HVAC LOAD 7.4 1.0 7.4 2. PROVIDE 'HACR' RATED BREAKERS FOR AC UIPMENT. EQUIPMENT LOAD 39.8 1.0 39.8 3. ALL SINGLE POLE BREAKERS SHALL BE ' ATED. KITCHEN LOAD -- 0.7 -- 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 60.3 62.4 5. PROVIDE HANDLE TIES FOR MULTIWIRE NCH CIRCUITS. DEMAND AMPS 173 VOLTAGE: 120/208 BUSSING: 60A CU MAINS: MLO INCOMING: TOP PH: 3 WIRE: 4 LOAD FACT LOAD 4.5 PANEL: EMA LOAD PER PHASE 5.6 1.7 NEC . MOUNTING ENCLOSURE: BRACING: GROUND BAR SURFACE 10 KAIC. SYM. DESCRIPTION POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION TECH CLOSET 1 -- 1/2 12 12 20 1 0.5 1.0 ' ` «E , 2 20 12 12 1 /2 -- 1 TOILETS TECH CLOSET 1 -- 1 /2 12 12 20 3 0 5 1 3 „ „ , .. ";" 4 20 12 12 1 /2 -- 1 WOMEN'S LOCKER GRILLE LIGHTS 1 -- 1 /2 12 12 20 5 r; , ,,' „ , w- - 0.8 1.0 6 20 12 12 1 /2 -- 1 MEN'S LOCKER BAR POS 1 -- 1 2 12 12 _12, 12 20 20 7 9 0.2 0.5 E „ , , , ,,,� ,,, , , , ;'- ° r. 77;79"7"77777 _...... 1.8 -- .,,' 8 10 20 20 12 -- 12 1 /e- -- -- -- 1 -- 1 WH -1 SHOWERS SPARE ENTRY LIGHTS 1 -- 1/2 PARE 1 -- -- -- -- 20 11 _; . - , -- -- 12 20 -- -- -- -- 1 SPARE 3 ME 23 23 4 � O Iq N P4 �) TOT KV PER PHASE TOT CO ECTED KVA NOTES: 1. + INDICATES RED LOCK -ON ATTACHMEN OR REAKER. 2. PROVIDE 'HACR' RATED BREAKERS FOR AC UIPMENT. 3. ALL SINGLE POLE BREAKERS SHALL BE 0TED. 4. ** INDICATES GFCI BREAKERS. 5. PROVIDE HANDLE TIES FOR MULTIWIRE B NCHI CIRCUITS. LIGHTING LOAD RECEPT LOAD HVAC LOAD EQUIPMENT LOAD KITCHEN LOAD TOTAL LOAD DEMAND AMPS CONN DEM DEM LOAD FACT LOAD 4.5 Ill 5.6 LIGHTING LOAD RECEPT LOAD HVAC LOAD EQUIPMENT LOAD KITCHEN LOAD TOTAL LOAD DEMAND AMPS CONN DEM DEM LOAD FACT LOAD 4.5 1.3 5.6 1.7 NEC 1.7 1.4 1.0 1.4 -- 1.0 -- -- 0.7 -- 7.6 :C-000 8.7 24 VOLTAGE: 120/208 PH: 3 WIRE: 4 01/24/14 �) 4� 03 OWNER REVISIONS 06/18/14 T It LO 0)N i ", I. .M R, F •"•"e a�11"jeat*rt • ENCLOSURPANEL. N O N BUSSING: 400A CU ch :C-000 M E � o LO MOUNTING: SURFACE U: O MAINS: 400A MCB c o OO rnm BRACING: 18 KAIC. SYM. INCOMING: TOP X Q 1111°--.. LOAD PER PHASE �il �rry,,,✓�, GROUND BAR `"f'�"'y3\.;IllI'll DESCRIP11ON POLE CONT. CONDUIT WIRE GND TRIP CKT A B C CKT TRIP GND WIRE CONDUIT CONT. POLE DESCRIPTION COURT 1 2 TLC1 10 10 30 1 23 23 2 30 10 10 Cl) TLC2 2 COURT 2 L 1 c"c 3 ME 23 23 4 � O Iq N P4 �) 5 � 2.3 2.3 6 1 COURT 1 2 TLC1 10 10 30 y „' 11 -111 I 30 10 10 TLC2 2 COURT 2 7 23 23 F' h 8 9 2," 2 3 10 COURT 3 2 TLC3 8 8 30 11 N - � X 2 3 2 3 12 30 8 8 TLC4 2 COURT 4 1 .,.,% 1 COURT 3 2 TLC3 8 8 30 13 2 3 2 3 14 30 8 8 11_C4 2 COURT 4 15 9 23 23 16 17 j I 23 23 18 FUTURE COURT 5 2 -- -- -- 1111 30 19 2.3 2.3 a ��jj 20 30 -- -- -- 2 FUTURE COURT 6 _ 1 1 4 / �� ,".,... '-.', 1-1 4 / FUTURE COURT 5 2 -- -- -- 30 21 �� < � ;., 2 3 3, - " ' ' " 22 30 -- -- -- 2 FUTURE COURT 6 23 .-::, _�: �,.. ...2 ...- d,....- 2.3 2.3 24 3 FUTURE COURT U 7 2 -- -- -- 30 25 2.3 2.3 3- -e .. ,' 26 30 -- -- -- 2 FUTURE COURT 8 1-1 /4 27 2.3 2.3 28 297777� 2.3 2.3 30 FUTURE COURT 7 2 -- -- -- 30 31 23 23 32 30 -- -- -- 2 FUTURE COURT 8 ;; FUTURE COURT 9 2 -- -- -- 30 33 2.3 2.3 ll 34 30 -- -- -- 2 FUTURE COURT 10 35 ... _14 2.3 2.3 36 II FUTURE COURT 9 2 -- _- -- -- 30 37 2.3 2.3 y" 'ter , ' 38 30 -- -- -- - 2 FUTURE COURT 10 39 2.3 2 3 40 YARD RECEPTACLES 1 -- 10 10 20 41 0.6 x_111, 42 -- -- -- -- 1 SPACE SP 1 -- '374-,, -- -- -- 20 43 -- -- , '"s 44 -- -- -- -- -- 1 SPACE SPARE 1 -- -- -- -- 20 45 -- -- 46 -- -- -- -- -_1 SPACE SPARE 1 -- -- -- -- -- 47 _.E. 1 s.,. -- -- 48 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- - 49 e, 50 -- -- -- -- -- 1 SPACE SPACE 1 -- -- -- -- -- 51 .. .... :,.. -- -- ,,. 52 -- -- -- -- -- 1 SPACE SPACE 1 I -- -- -- -- -- 53 -- -- 54 -- -- -- -- 1 SPACE 55 -- -- ," ' 56 -- -- -- -- -- 1 SPACE TVSS 3 -- 1 6 10 60 57 :. ,j, :' -- -- = 58 -- -- -- -- -- 1 SPACE 59' -- -- 60 -- -- -- -- -- 1 SPACE TOT KV PER PHASE 32.2 1 32.2 28.2 CONN DEM DEM TOTj COIs IECTED KVA 92.6 LOAD FACT LOAD LIGHTING LOAD 36.8 1.3 46.0 NOTES: RECEPT LOAD 0.6 NEC 0.6 1. + INDICATES RED LOCK -ON ATTACHMEN OR REAKER. HVAC LOAD -- 1.0 -- 2. PROVIDE 'HACR' RATED BREAKERS FOR AC UIPMENT. EQUIPMENT LOAD -- 1.0 -- 3. ALL SINGLE POLE BREAKERS SHALL BE ITED. FUTURE COURT LTG 55.2 1.3 69.0 4. ** INDICATES GFCI BREAKERS. TOTAL LOAD 92.6 115.6 5. PROVIDE HANDLE TIES FOR MULTIWIRE B NCH CIRCUITS. SEE ALSO SHEEE�.2 FOR KITCHEN POWER PANEL H DULE 'K' DEMAND AMPS 321 M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: Thomas C. Nielsen License No.: 53492 ;� 12/13/13 01 PERMIT REVIEW 01/24/14 �) 4� 03 OWNER REVISIONS 06/18/14 P�cfl It LO 0)N i ", I. .M R, F •"•"e a�11"jeat*rt s . �; 4 ` N O N ��)M ch :C-000 M E � o LO N 0400 O U: O c o OO rnm co 0 � 0)`V ,,,,'� "t X Q 1111°--.. o �il �rry,,,✓�, N `"f'�"'y3\.;IllI'll =' 0� = 4 O � M �0) �4 U O -(O (n UNt O O O 9a U a; U CL - (is O Q O Cl) CU L c"c N U , � O Iq N P4 �) I I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 01 PERMIT REVIEW 01/24/14 02 OWNER COMMENTS 02/19/14 03 OWNER REVISIONS 06/18/14 a* STATE i ", I. .M R, F •"•"e a�11"jeat*rt s . �; 4 ` I Pi*.. /ON �" ` >>- a ",,�A4� ,.�`` 11 G , �� ps I 111%11`,. ° .�� Com'; • -GF_NS :�. . U -: � c- No. 3 2 a* STATE i ", I. .M R, F •"•"e a�11"jeat*rt s . �; 4 ` I Pi*.. /ON �" ` >>- a ",,�A4� CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY Ftcn PROJECT PHASE PERMIT SET PROJECT NUMBER 18-11-_ NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ELECTRICAL PANEL SCHEDULES E0.3 cD 3 C a U) U N w 0 W V) Cn 0 CV N r%i 0 Cd 0 2 N \)kL-40 Imo_ TENNIS LIGHTING N CONTROL CIRCUIT ------ I I I I NOTE 2 NOTE I L AT7cxx---j TS TENNIS LI GH ING CONTROL DIAGRAM NOT TO SCALE NOTES: 1. 'TS' IS 120 MINUTE TWIST TO ON TIMER SWITCH TO CONTROL LIGHTS. 2. SEE CONTACTOR SCHEDULE FOR DETAILS. COORDI C NNECTIONS TO POOL TE S PACKAGED CONTROLS (VAC C TROLS) --� e.. / I I A+16 I LJ LP4'' PA -18 ` ` PANE LP3 < --- v \ � ,. / '•. � ^.,a v \ WP/GFI _ fPC;Fl P-10 PAN T 42W CFL WALL PAK, TYP OF 3 i di ti fi< € f LP3 \ AIMMING' /. "~` A n L......... /- 1�' cA LP5 / POOL NOTE 3, TYP LP � Iroo P-18/20 � ' 3/4" CONDUIT " . `tom:. / / A'!I STUB -UPS �r I TYPICAL OF 7 \ P-25-*-- LP3 LP3 - P-14 \ j -EQUIPOTENTIAL GRID LP3 }/ool � ty 12 \ 1 WPGFI //'WP GFI \ \ G .__.._...._..__,W.. ...... _..._.. V v . / r.01ol N. N. ...- -'"LP3 P-14 P-22/24,01\ e / WPB v 1 LP '~ R -I POOL AREA SITE PLAN - SCALE: 1 = 20'-0" / WPGFI i j t I WP,GFI \ �. \ MOUNT 8"AFG ON 44 \ fr L-35 \\ `_ EMBEDDED POST, TYP ° /"G \\ WP,GFI L-33 \ WP,GFI WP LED STRIP LT INTEGRATED INTO NOSE OF 3 STEPS, TYP; / WP GFI r L-29 L-31 j {y � (I"UTURE) // 10 WP/GFS AC -22 M2 1 "C TO _ \ - _ \` / \ 'PANEL L T 41 ---- K (. -i► L-42 \ � t j(p* jj # I o Oaf c 1 :. J tl t� p M10 If 01 t -r= -,v.._- \\ T-2/4,6/8 LP1\ `` \ \ 1 ,��., i \� / �/ _.�._. 1 TYPICAL _ I /. \ "I t _ ... _, a_. _._.-.-...._.. PANEL / 1 \ _ STANDBY A, 1 11 C3 LP1 �- •� . OR GENE ., \\ ` s'S► �7g► / v t• zr j\t TENNIS LTG CONTACTOR SCHEDULE MARK CONTROLLING VOLTS TYPE .._........ ..... , _ . _ _..-._ { _ ......_. ....... CONTROL o M POLES CONTROLLED TLC1 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-1,3,5,7 TLC2 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-2,4,6,8 TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE _... ... ..... .. .._ _ . .... ._..... ..... .. 120 MINUTE TIMER SWITCH T-9,11,13,15 TLC3 TENNIS COURT LIGHTS 240 30A, 4 POLE 120 MINUTE TIMER SWITCH T-10,12,14,16 ALL CONTACTORS SHALL BE ELECTRICALLY HELD. . ............__,_ _ ... I —_ r�/�/) LL 'TLCx' SHALL HAVE 240V COILS AND BE MOUNTED IN NEMA 4X ENCLOSURE(S) PROVIDE 120 MINUTE TWIST TO ON TIMER. fid' V'ct 2 N \)kL-40 Imo_ TENNIS LIGHTING N CONTROL CIRCUIT ------ I I I I NOTE 2 NOTE I L AT7cxx---j TS TENNIS LI GH ING CONTROL DIAGRAM NOT TO SCALE NOTES: 1. 'TS' IS 120 MINUTE TWIST TO ON TIMER SWITCH TO CONTROL LIGHTS. 2. SEE CONTACTOR SCHEDULE FOR DETAILS. COORDI C NNECTIONS TO POOL TE S PACKAGED CONTROLS (VAC C TROLS) --� e.. / I I A+16 I LJ LP4'' PA -18 ` ` PANE LP3 < --- v \ � ,. / '•. � ^.,a v \ WP/GFI _ fPC;Fl P-10 PAN T 42W CFL WALL PAK, TYP OF 3 i di ti fi< € f LP3 \ AIMMING' /. "~` A n L......... /- 1�' cA LP5 / POOL NOTE 3, TYP LP � Iroo P-18/20 � ' 3/4" CONDUIT " . `tom:. / / A'!I STUB -UPS �r I TYPICAL OF 7 \ P-25-*-- LP3 LP3 - P-14 \ j -EQUIPOTENTIAL GRID LP3 }/ool � ty 12 \ 1 WPGFI //'WP GFI \ \ G .__.._...._..__,W.. ...... _..._.. V v . / r.01ol N. N. ...- -'"LP3 P-14 P-22/24,01\ e / WPB v 1 LP '~ R -I POOL AREA SITE PLAN - SCALE: 1 = 20'-0" / WPGFI i j t I WP,GFI \ �. \ MOUNT 8"AFG ON 44 \ fr L-35 \\ `_ EMBEDDED POST, TYP ° /"G \\ WP,GFI L-33 \ WP,GFI WP LED STRIP LT INTEGRATED INTO NOSE OF 3 STEPS, TYP; / WP GFI r L-29 L-31 j {y � (I"UTURE) // 10 WP/GFS AC -22 M2 1 "C TO _ \ - _ \` / \ 'PANEL L T 41 ---- K (. -i► L-42 \ � t j(p* jj # I o Oaf c 1 :. J tl t� p M10 If 01 t -r= -,v.._- \\ T-2/4,6/8 LP1\ `` \ \ 1 ,��., i \� / �/ _.�._. 1 TYPICAL _ I /. \ "I t _ ... _, a_. _._.-.-...._.. PANEL / 1 \ _ STANDBY A, 1 11 C3 LP1 �- •� . OR GENE ., \\ ` s'S► �7g► / v t• zr j\t I b- 0 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. SCALE: 1" = 30'-0" PROVIDE 1"C TO MECH 011A (TENNIS BUILDING) TYPICAL FOR ALL CARD ACCESS LOCATIONS. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES POOL EQUIPMENT NOTES: 1. E.C. TO FIELD VERIFY ALL POOL SYSTEM ROUGH -IN REQUIREMENTS WITH POOL SUB -CONTRACTOR AS REQUIRED. NOTIFY ARCHITECT/ENGINEER OF ANY REQUIRED REVISIONS TO FEEDER AND/OR BRANCH CIRCUITING. 2. POOL STRUCTURE/SHELL, EQUIPMENT, ASSOCIATED METAL FITTINGS, LADDERS, ETC., RECIRCULATION SYSTEMS AND ALL METAL PARTS WITHIN 5'-0" OF THE POOL SHALL BE BONDED TO GROUND WITH #8 COPPER AS REQUIRED PER N.E.C. 680. EQUIPOTENTIAL BONDING GRID, PER N.E.C. 680.26(C), SHALL BE PROVIDED AND EXTEND OUT A MINIMUM OF S-0" (HORIZONTALLY) BEYOND THE INSIDE POOL WALL AROUND THE ENTIRE PERIMETER OF THE POOL. 3. 12V UNDERWATER POOL LIGHT BY POOL CONTRACTOR. COORDINATE CONNECTION AS REQUIRED. 4. COORDINATE CONNECTION AS REQUIRED TO 12V TRANSFORMERS FOR POOL LIGHTS, FURNISHED BY POOL CONTRACTOR. FIELD VERIFY LOCATIONS WITH LANDSCAPE ARCH AS REQUIRED. 5. GFCI PROTECTION SHALL BE PROVIDED FOR ALL RECEPTACLES WITHIN 20'-0" OF POOL WATER AND FOR ALL LIGHTING OUTLETS WITHIN 10'-0" OF POOL WATER. NO OUTLETS TO BE LOCATED WITHIN 5-0" OF POOL WATER. 0 KEYED PLAN NOTES: 1. TENNIS COURT LIGHTS PROVIDED BY THE TENNIS COURT VENDOR. EC TO PROVIDE ELECTRICAL CONNECTION COORDINATED WITH VENDOR AS REQUIRED. 2. PROVIDE 1"C FUTURE TENNIS COURT LIGHTING. CAP AND MARK FOR FUTURE USE, 3. PROVIDE 1-1/4"C FOR FUTURE TENNIS COURT LIGHTING. CAP AND MARK FOR FUTURE USE. 4. EC TO INSTALL JEA PROVIDED (2) 4"C TO JEA STANDARDS, FIELD COORDINATE EXACT TERMINATION LOCATION. 5. EC TO PROVIDE (2) 4"C FOR TELE AND CATV SERVICE COORDINATE EXACT TERMINATION LOCATION. 6. PROVIDE 4"C FOR TENNIS SHOP BLDG POWER SERVICE. 7. PROVIDE (2) 2"C FOR POOL BATH AND TENNIS SHOP BLDG COMMUNICATIONS SERVICE. 8. PROVIDE (2) 2"C FOR TENNIS SHOP BLDG COMMUNICATIONS SERVICE. 9. UG SECONDARY ELECTRICAL SEERVICE. SEE RISER DIAGRAM 10. ROADWAY LIGHTING TO BE PROVIDED BY JEA 2 11. COORDINATE DEVELOPMENT SIGNA LIG NG CONNECTION WITH OWNER Q12. COORDINATE INSTALLATION FOR IRRIGATION CONTROL 1 POWER CONNECTION 13. COORDINATE INSTALLATION IN BAG DROP HUT WITH OWNER/GC. PROVIDE A 15-30-60-120 MINUTE TIMER SWITCH IN WP ENCLOSURE FOR LIGHT FIXTURE. 14. SHUNT TRIP PUSHBUTTONS AND KNOX BOX MOUNTED TO WALL - FILED VERIFY LOCATION & LABELING WITH OWNER/FIRE INSPECTOR. 15. J, BOX UNDER BRIDGE FOR FUTURE LIGHTING. I 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER REVISIONS 06/18/14 _ f_... .__.._. .._........ ..... , _ . _ _..-._ { _ ......_. ....... Li o M COURT',8 1 �.. _....... ... _...... ..... (_ . ..�.. :._....... ,........� CD N ,�J 77, co co o� .... ............ 1 I I I b- 0 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. SCALE: 1" = 30'-0" PROVIDE 1"C TO MECH 011A (TENNIS BUILDING) TYPICAL FOR ALL CARD ACCESS LOCATIONS. DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES POOL EQUIPMENT NOTES: 1. E.C. TO FIELD VERIFY ALL POOL SYSTEM ROUGH -IN REQUIREMENTS WITH POOL SUB -CONTRACTOR AS REQUIRED. NOTIFY ARCHITECT/ENGINEER OF ANY REQUIRED REVISIONS TO FEEDER AND/OR BRANCH CIRCUITING. 2. POOL STRUCTURE/SHELL, EQUIPMENT, ASSOCIATED METAL FITTINGS, LADDERS, ETC., RECIRCULATION SYSTEMS AND ALL METAL PARTS WITHIN 5'-0" OF THE POOL SHALL BE BONDED TO GROUND WITH #8 COPPER AS REQUIRED PER N.E.C. 680. EQUIPOTENTIAL BONDING GRID, PER N.E.C. 680.26(C), SHALL BE PROVIDED AND EXTEND OUT A MINIMUM OF S-0" (HORIZONTALLY) BEYOND THE INSIDE POOL WALL AROUND THE ENTIRE PERIMETER OF THE POOL. 3. 12V UNDERWATER POOL LIGHT BY POOL CONTRACTOR. COORDINATE CONNECTION AS REQUIRED. 4. COORDINATE CONNECTION AS REQUIRED TO 12V TRANSFORMERS FOR POOL LIGHTS, FURNISHED BY POOL CONTRACTOR. FIELD VERIFY LOCATIONS WITH LANDSCAPE ARCH AS REQUIRED. 5. GFCI PROTECTION SHALL BE PROVIDED FOR ALL RECEPTACLES WITHIN 20'-0" OF POOL WATER AND FOR ALL LIGHTING OUTLETS WITHIN 10'-0" OF POOL WATER. NO OUTLETS TO BE LOCATED WITHIN 5-0" OF POOL WATER. 0 KEYED PLAN NOTES: 1. TENNIS COURT LIGHTS PROVIDED BY THE TENNIS COURT VENDOR. EC TO PROVIDE ELECTRICAL CONNECTION COORDINATED WITH VENDOR AS REQUIRED. 2. PROVIDE 1"C FUTURE TENNIS COURT LIGHTING. CAP AND MARK FOR FUTURE USE, 3. PROVIDE 1-1/4"C FOR FUTURE TENNIS COURT LIGHTING. CAP AND MARK FOR FUTURE USE. 4. EC TO INSTALL JEA PROVIDED (2) 4"C TO JEA STANDARDS, FIELD COORDINATE EXACT TERMINATION LOCATION. 5. EC TO PROVIDE (2) 4"C FOR TELE AND CATV SERVICE COORDINATE EXACT TERMINATION LOCATION. 6. PROVIDE 4"C FOR TENNIS SHOP BLDG POWER SERVICE. 7. PROVIDE (2) 2"C FOR POOL BATH AND TENNIS SHOP BLDG COMMUNICATIONS SERVICE. 8. PROVIDE (2) 2"C FOR TENNIS SHOP BLDG COMMUNICATIONS SERVICE. 9. UG SECONDARY ELECTRICAL SEERVICE. SEE RISER DIAGRAM 10. ROADWAY LIGHTING TO BE PROVIDED BY JEA 2 11. COORDINATE DEVELOPMENT SIGNA LIG NG CONNECTION WITH OWNER Q12. COORDINATE INSTALLATION FOR IRRIGATION CONTROL 1 POWER CONNECTION 13. COORDINATE INSTALLATION IN BAG DROP HUT WITH OWNER/GC. PROVIDE A 15-30-60-120 MINUTE TIMER SWITCH IN WP ENCLOSURE FOR LIGHT FIXTURE. 14. SHUNT TRIP PUSHBUTTONS AND KNOX BOX MOUNTED TO WALL - FILED VERIFY LOCATION & LABELING WITH OWNER/FIRE INSPECTOR. 15. J, BOX UNDER BRIDGE FOR FUTURE LIGHTING. I M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangurn.com Eng. of Record: Thomas C. Nielsen License No.: 53492 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER REVISIONS 06/18/14 _ f_... .__.._. .._........ ..... , _ . _ _..-._ { _ ......_. ....... o M COURT',8 1 �.. _....... ... _...... ..... (_ . ..�.. :._....... ,........� CD N co co o� .... ............ 1 I I � rn < t COURT'9 C C O _... ... ..... .. .._ _ . .... ._..... ..... .. o oo f U COURT 10 X LL I I` . ............__,_ _ ... I —_ r�/�/) LL ___ _ _ _.__... __ ................. -_ _._ . _ _ ........... o N 00 L CD � M cVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangurn.com Eng. of Record: Thomas C. Nielsen License No.: 53492 I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 IREVISION DAl PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER REVISIONS 06/18/14 o M LO rn N N M CD N co co o� Iia? ai No � rn C C O o oo c' U =C) O) X LL Q r�/�/) LL - o N 00 L CD � fid' V'ct �00 U O L co :3 C14 co � U C o ��) d U COU� a� U cc +. cn 0 :2 O t N U o a)N I 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 IREVISION DAl PERMIT SET 12/13/13 Q1 PERMIT REVIEW 01/24/14 Q2 OWNER REVISIONS 06/18/14 ENGINEER'S SEAL I No.5 92 4 R AT OF %,�,c,+ N At CADD DWG. FILE NO. F__ SCALE AS SHOWN DRAWN BY tcn PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB ELECTRICAL SITE PLAN El .0 M A / � w / � \I ' \ _ � I /I / i N Tj��\ 04 2*fS 04 2"S \ <\I ;,IT 2 S - @/ 2„S 1.51 CajL _�^IJT `moo �o POOL RESTROOM NTS n w LU sn LU cc J Q LLI U w rn = 3 U Q E 7- 0 U L D 0 Q 0 Y Z L_ O X) ry � U CV O to a. o o = M (D N d O These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright 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 SANITARY RISER sz -, S - SAF `oo '`moo `_�- s FITNESS CENTER SANI" P3.2 NTS Y RISER I � i \ \ \ \ \ \ ly o� I / \ \ �.. -` 5 ` \ 2 V �S ` "jTN s \ \ �O I �O KITCHEN SANITARY RISER NTS DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES SC ate' MCVEIGH & MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: F _ Yarizadelz License No.: 40287 (0 rn N O N N M M � o � owo LL0� 0� �o �C 14, O 5 Mo YO CO U = O co M Q 'LL Co () LL —f�- O CL) OC)o� U) 0 U) 00 CY) H� U O (n s9 L M o O CY) U O U)_U Q 0 � f0 -� N U 0 O N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH &MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 Q2 OWNER COMMENTS 06/18/14 ENGINEER'S SEAL StFr,.a,aasss;is s:tst;rs:azt3s� �F 0 -Ra idjstptttztit�kt3si�l% g�� CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY F - I LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB RISER DIAGRAM P3.2 w rr Z) U W E_ z U ¢ z U 0 Y Z 0 U W O Z W U) Z 0 U Z W F- ry O Ir a- 0 O Z W 7-3Z m 0 ry O W } Z ¢ Z 0 W F- C-) Z O U W _U fy fy W z F- 0 O ry 0 r) W n. 0 0 W D M H 0 d W U D O IL W D W D W M r Y 0' O U W 0 F - Ir 0 Z 0 W tY W C0 W o' U, F— r U J J W FY (Q � U W rn = 3 U v � vi ¢ E _ O U O � Y Z 0 U � a a o 0 rn N 0 0 rn r N O U �t These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright 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 KITCHEN DOMESTIC WATER RISER NTS DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904)483-5200 Fax: (904)636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: F _ Yarizadeh License No.: 40287 ISULTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 A2 OWNER COMMENTS 06/18/14 ,"-*"*",-'o sY sj ",,* QA1 °ares.= T °po w�`` � °• � EO�y��°c o�+a No. 40 _ jO ®_ ��•/// V � • {� > �y4Yliarem ptt., dd!°dfl§iotas:e.aa,,;,�s�" CADD DWG. FILE NO. 17 SCALE [AS SHOWN DRAWN BY LCVHL U PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB RISER DIAGRAM P3.3 m � � O N N M O N M � O o00 N �� o 00 if000) — M > C N N C O M O O Y U D O O CU LL Q - lCZ o uu f� vJ N Z3 N U O U dam-' U) o O 0-) co U T `k. (a N � U N 4 20 -0 m N 0) U � N O ISULTANTS 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 A2 OWNER COMMENTS 06/18/14 ,"-*"*",-'o sY sj ",,* QA1 °ares.= T °po w�`` � °• � EO�y��°c o�+a No. 40 _ jO ®_ ��•/// V � • {� > �y4Yliarem ptt., dd!°dfl§iotas:e.aa,,;,�s�" CADD DWG. FILE NO. 17 SCALE [AS SHOWN DRAWN BY LCVHL U PROJECT PHASE PERMIT SET PROJECT NUMBER F- 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB RISER DIAGRAM P3.3 try � A c� Jy / �P b \ % y \ \� 6n_Q- \� Fy 4<1> ' _ �'j 'n Iv \ .��F- I < I 1 U U "-�N \� I <Z> �CD_>>� r7 � r / FITNESS CENTER DOMESTIC WATER RISER - , 1Y2" GAS @ 2 psi — — — — _E— — — — -F — — — — — — — w 7 — — — — — — — (D Z) � — — — — — — — — — — — — — I— — — U �- w rn = 3 �L Ln -O 0 00 T! U CD IL 00 agCND �0) ry U) < E _ v U � rn v Y N( _ Cr� 0 Q) �CIOo� - U N I N 2" GAS ® 2 psi ® @ � to F•L� U CO iv C) 0 (4014 MBH TOTAL © 250 LF) Q I N rn � O 2 to (� Q I o 12 ao � N O r2 U in rn N STRUCTURAL MCVEIGH & MANGUM 0 ENGINEERING, INC. try � A c� Jy / �P b \ % y \ \� 6n_Q- \� Fy 4<1> ' _ �'j 'n Iv \ .��F- I < I 1 U U "-�N \� I <Z> �CD_>>� r7 � r / FITNESS CENTER DOMESTIC WATER RISER - , 1Y2" GAS @ 2 psi — — — — _E— — — — -F — — — — — — — — — 7 — — — — — — — — — — — — — -- — — — — 3/4" — — — GAS @ 2 psi — — — — — — — — — — — — — — — — — I— — — -1 (3618 MBH) CY)O �L Ln -O 0 00 (434 MBH) CD IL 00 agCND �0) (o N � oo �cy) =o U Q X N I N( _ Cr� �CIOo� N I N 2" GAS ® 2 psi ® @ � F•L� U CO iv (4014 MBH TOTAL © 250 LF) Q I Q ( � CU H M Q I Q ao � N in CONSULTANTS STRUCTURAL MCVEIGH & MANGUM ENGINEERING, INC. M � ' JACKSONVILLE, FL 32256 PH: 904.483.5200 MP&FP MCVEIGH & MANGUM 1X2' GAS ® 2 psi GR -1 2X2" GAS @ 11 W.C. 9133 RG SKINNER PARKWAY GR -3 L_ — — — PH: 904.483.5200 GR -2 GR -3 MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 (2788 MBH) <I <I <I <I <I <I EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 a� PH: 904.246.6219 z PERMIT SET 12/13/13 Q2 OWNER COMMENTS 06/18/14 _0) U( Wt WM ENGINEER'S SEAL „,!!i;! 4 �i4Fdadp4Y A _ W J2 W W= 0w= X12 p 2 of W Q ,ATE �• H� 5 QM Qf �� s Q GR -3 WM to W' Ci m 0 000 0 0 J 0 SCALE SHOWN F .. < W v v \� LEGAL DESCRIPTION PROJECT PHASE PERMIT SET Q' Li PROJECT NUMBER 18 -11 - T 9 NEW CONSTRUCTION a � ATLANTIC BEACH o 0 RISER DIAGRAM P3.5 N ^ Q M Cif V) 2 Q co U Wrn v Q 3 2 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, GAS RISER DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES MCVEIGH & MANGUM ENGINEERING• INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: F _ Yariza deli License No.: 40287 m LO co rn N 0 N N co CY)O �L Ln -O 0 00 CD IL 00 agCND �0) (o � oo �cy) =o U Q X U) LL Cr� �CIOo� (n co M CD �(/ M F•L� U CO iv � U U 2 O Q CU H M N U It ao � N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 Q2 OWNER COMMENTS 06/18/14 ENGINEER'S SEAL „,!!i;! 4 �i4Fdadp4Y A ,ATE �• 4 a � p �✓y � `�F* Earn e� ��'p'�i � „3 � � �� 4 _..+ l �s CADD DWG. FILE NO. F_ SCALE SHOWN F DRAWN BY LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB RISER DIAGRAM P3.5 INLET PRESSURE GAUGE AND SAMPLE VALVE FLOOR LINE BRINE TANK MINERAL TANK 1 ALTERNATOR CONTROLLER MINERAL TANK NOTES. 1. PROVIDE A PRE -PIPED SYSTEM WITH ALL VALVES AND EQUIPMENT TO PROVIDE: A. CONTINUOUS SYSTEM FLOW & PRESSURE DROP B. PEAK SYSTEM FLOW AND PRESSURE DROP C. DAILY HOURS OF WATER DEMAND D. OPERATING TEMPERATURE RANGE E. OPERATING PRESSURE RANGE (SYSTEM) F. ELECTRICAL REQUIREMENTS INLET PRESSURE GAUGE AND SAMPLE VALVE REMOTE STADER HARD WATER INLET BYPASS VALVE NORMALLY CLOSED AUTOMATIC BACKWASH FLOW CONTROLLER SOFT WATER OUTLET i DRAINOUTLET WATER SOFTENER SYSTEM SCHEMATIC NTS CO W/ACCESS COVER. FINISHED BRASS CO PLUG TOP OF COVER FLUSH GRADE W/COUNTER SUNK HEAD W/TOP OF FLOOR e a • \ 16" SQUARE CONCRETE PAD -1/8 BEND1%8 BEND TROWEL SMOOTH AND EDGE CONCRETE 4 DEEP WITH WWF -BALANCE OF PIPING REINFORCEMENTS SAME AS CLEANOUT TO GRADE WASTE LINE; LENGTH TO SUIT WASTE LINE CLEANOUT SHALL NOT BE 1/8 BEND IF CLEANOUT LOCATED IN CARPETED AREA OCCURS AT END OF LINE FLOOR CLEANOUT CLEANOUT TO GRADE 5 CLEANOUT DETAILS— P4.1 NTS (T 1 SIDE ELEVATION 1. 2" X 2" 304 STAINLESS STEEL STRUCTURAL SQUARE TUBE. 2. CONTROL ENCLOSURE, 3. DISCHARGE HEADER Sl'PPORT 4. VIBRATION ISOLATORS 4TTACHED TO MOTOR BRACKET AND SYSTEM BASE 5. 304 STAINLESS STEEL SUCTION HEADER AND BRANCH PIPING 6. 304 STAINLESS STEEL DISCHARGE HEADER AND BRANCH PIPING. DOMESTIC WATER PRESSURE BOOSTER SYSTEM DETAIL NTS MAY EXTEND AS A WASTE/VENT STACK CHROME WALLCOVER AND SCREW WALL PLUGGED TEE WITH CLEANOUT FLOOR LINE 1/8 BEND "- BALANCE OF PIPING SAME AS CLEANOUT TO GRADE 1 WALL CLEANOUT DETAILS. NTS COPPER OR LEAD SLEEVE WITH FLANGE N q p VENT PIPE lN7 tN7 ROOF MASTIC 4" ROOF DECK I ROOF DECK PACK W/ OAKUM OR EQUAL MATERIAL TO PREVENT ASPHALT DRAINAGE VENT THRU ROOF DETAIL P4.1 NTS CIRCULATOR - TACO MODEL 009 OR EQUAL CHECK VALVE— Y4 -GAS CONNECTION. DIELECTRIC UNION (TYP.) %4" BALL VALVE --►' (TYP). DIRT LEG. INSTANTANEOUS GAS WATER HEATER. PIPING OUTSIDE THE WATER HEATERS SHALL BE INSULATED AND HEAT TRACED, HEAT TRACE cues I Mr DRO VIDED By PI UkADIAI(_` 11\ VL JI 1/"lLL UL 1 I\V I 1 1 L IYI LJIIV CONTRACTOR. COORDINATE HEAT TRACING REQUIREMENTS AND CONNECTIONS WITH ELECTRICAL CONTRACTOR. PRESSURE RELIEF VALVE. 3/4"GAS CONNECTION. - DIELECTRIC - UNION (TYP.) BOILER DRAIN j" BALL VALVE - VALVE (TYP). (TYP). S SUPPLY. INSTANTANEOUS GAS WATER HEATER. PRESSURE RELIEF VALVE. BOILER DRAIN VALVE (TYP). SUPPLY. [el_��Y11»111111'/ W rn v 3 = CW SUPPLY. CW SUPPLY. Q CHECK VALVE (TYP.) CHECK VALVE � U o HW SUPPLY. HW SUPPLY. pi Y `- o HW SUPPLY. � U o C C) M_ W 9 INSTANTANEOUS GAS WATER HEATER D o P4.1 SCALE: NTS U These materials are copyrighted and protected under Section 102 of the Architectural Vorks Copyright Protection Act of 1990. 1 he copyright o 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. ao 0 SCH.t CP FRORlb IXILIANLI 37 ONAIN 3� TRAP PRIMER DETAIL P4.1 NTS AQUASTAT - SET FOR 11O'F HW i H WR. CW SUPPLY. NOTES: 1) THE AIR ADMITTANCE VALVE SHALL BE LOCATED A MINIMUM OF 4" ABOVE THE HORIZONTAL BRANCH DRAIN OR FIXTURE DRAIN BEING VENTED. 2) ACCESS SHALL BE PROVIDED AT ALL AIR ADMITTANCE VALVES. THE VALVE SHALL BE LOCATED WITHIN A VENTILATED SPACE THAT ALLOWS AIR TO ENTER THE VALVE. 3) THE AIR ADMITTANCE VALVE SHALL BE RATED IN ACCORDANCE WITH THE STANDARD FOR THE SIZE OF THE VENT TO WHICH THE VALVE IS CONNECTED. LINTER PIPE AIR ADMITTANCE VALVE DETAIL NTS NOTE: GREASE INTERCEPTOR C ST 0) N rn INSTALLATION SHALL BE I ALL GOVERNING CODES Al 2 WAY � O � O coo (2) 18" DIA CLEANOUT WITH TRAFFI R AT GRADE 2" VENT CAST IRON E O� BOO o U O O X � L D u, D 'D rn ao 4" INLET -tn ; WATER b VENTING NOTE: ;gyp; W 4" MANIFOLD 2" AND 3" VENT PIPING G`j 24 '" BELOW GRADE; INSTALL 3" GOOSENECK ° crs VENT ADJACENT TO BUILDING AS j SHOWN ON PLAN SHEETS. ri j °i cl 12" i INVERT NOTE: VL, G ° °- U > INLET PIPING SHALL ENTER AT 2 1/2" ABOVE THE INVERT OF STRUCTURAL THE OUTLET PIPING. MCVEIGH & MANGUM DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES Sn /V/VP D4� ate: 1/2" CW SUPPLY PIPING IN WALL LAVATORY NOTE: 1/2" CW SUPPLY I PROVIDE SEPARATE TRAP TO FAUCET PRIMER FOR EACH DRAIN. i TRAP PRIMER EQUAL TO ZURN Z-1022 I 1/2" SCH. 40 CPVC ESCUTCHEON PIPING FROM PRIMER TO AUXILIARY INLET FLOOR DRAIN PLATE (TYP.) FITTING ON DRAIN I FINISHED FLOOR NTS ION AND tDANCE WITH ;IT1ES. =NINGS 2 WAY AND CLEANOUT AT GRADE FINISHED GRADE 3" VENT c� G D� 4" OUTLET "> i o+ 4" SANITARY TEE (TYP.) 42" �° 0 1500 -GALLON PRECAST CONC. GREASE INTERCEPTOR 8. °o -CONCRETE BAFFLE 'io� GREASE INTERCEPTOR DIAGRAM P4.1 NTS M CVEIGH MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McveighMangum.com Eng. of Record: F _ Yarizadeh License No.: 40287 / 1 0) N rn O N N � O � O coo IL O 00 OLL O C O o O ch o U O O X � L o rn ao M F—� U O (n L o CD W U (n �O crs ICLU N 0 6y N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ENGINEER'S SEAL tt d` ``\\aRF�:��saassmsaTas�sr a'�fr fs �r �4z`ae` R. Wit. \A\ w l P Ei � CO .✓e YO� � O s IN,c. 4 , 4,- A _ F- , 4,14 ,m , . ORA: a� `�✓op j d dOp$iAAtltjlOWid B iAkt £4,s CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB PLUMBING DETAILS P4. 1 FAC 61G15-32 FIRE PROTECTION CRITERIA 61 G15-32.003 (1) OVERALL DESCRIPTION THE CONSTRUCTION WILL CONSIST OF A NEW ONE STORY CLUBHOUSE OF APPROXIMATELY 12,000 SQUARE FEET, A ONE STORY TENNIS/FITNESS/PRO—SHOP OF APPROXIMATELY 2,750 SQUARE FEET, A ONE STORY POOL BATH BUILDING OF APPROXIMATELY 650 SQUARE FEET. THEPRO—SHOP WILL BE CONNECTED TO THE POOL BATH BY A COVERED BREEZEWAY. THE CLUBHOUSE WILL BE LOCATED AT 1600 SELVA MARINA DR., ATLANTIC BEACH, FLORIDA. (2) ACCEPTANCE TESTING ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA 13, 2010 EDITION. (3) OCCUPANCY CLASSIFCATION THE BUILDING IS A ONE—STORY CLUBHOUSE BUILDING AND IS NEW CONSTRUCTION. THE BUILDING SHALL HAVE A LIGHT HAZARD OCCUPANCY. THE KITCHEN, MECHANICAL AND ELECTRICAL ROOMS SHALL HAVE A ORDINARY HAZARD (GROUP 1) OCCUPANCY. (4) PREPERATION OF DOCUMENTS THE SPRINKLER SYSTEM FOR EACH BUILDING WILL BE A COMBINATION OF WET AND DRY PIPE SYSTEMS, DESIGNED PER NFPA 13, 2010 EDITION. THE SYSTEM WILL INCLUDE USING STEEL, SCHEDULE 10 AND 40 PIPING LOCATED ABOVE THE CEILING, WITH DROPS TO CONCEALED PENDENT SPRINKLERS COVERING AREAS BELOW THE CEILING. ANY EXPOSED PIPING WILL BE STEEL. SPRINKLERS WILL BE STANDARD OR QUICK RESPONSE TYPE. (5) STRUCTURAL SUPPORT PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN COORDINATED WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF FIRE PROTECTION PIPING THROUGH THE FLOORS OR ROOF STRUCTURE. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE CORE DRILLING WILL BE ALLOWED FOR CMU WALL PENETRATIONS FOR FIRE PROTECTION PIPING AS MAY BE REQUIRED. ALL PENETRATIONS WILL BE PROPERLY FIRE—CAULKED, AS REQUIRED. 61G15-32.004 2(a) POINT OF SERVICE: POINT OF SERVICE IS A NEW FIRE MAIN. A NEW PRIVATE FIRE SERVICE WILL BE EXTENDED INTO THE SITE TO SERVE THE NEW SPRINKLER SYSTEM. 2(b) GOVERNING STANDARDS: SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2010 EDITION OF NFPA 13, THE 2010 EDITION OF NFPA 24, THE 2010 EDITION OF FLORIDA BUILDING CODE, THE 2010 EDITION OF FLORIDA FIRE PREVENTION CODE, AND THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2(c) OCCUPANCY CLASSIFICATIONS: THE BUILDING SHALL BE CLASSIFIED AS LIGHT AND ORDINARY HAZARD (GROUP 1) OCCUPANCY. 2(d) DESIGN APPROACH: SYSTEM SHALL BE A HYDRAULICALLY—CALCULATED, FULLY—AUTOMATIC, WET SYSTEM. SPACES SUBJECT TO FREEZING SHALL BE SERVED BY DRY PIPE SYSTEMS. LIGHT HAZARD OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.10 GPM/SF OVER THE HYDRAULICALLY MOST—DEMANDING 1500 SF (1950 SF FOR DRY SYSTEM), USING 155-F (K=5.6) STANDARD OR QUICK—RESPONSE HEADS. ORDINARY HAZARD (GROUP 1) OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.15 GPM/SF OVER THE HYDRAULICALLY MOST—DEMANDING 1500 SF USING 155-F (K=5.6) STANDARD OR QUICK—RESPONSE HEADS. 2(f) FLOW TEST INFORMATION: STATIC PRESSURE: 48 PSI RESIDUAL PRESSURE: 36 PSI FLOWRATE: 1000 GPM Q TEST CONDUCTED ON 7/31 /2013 TEST WAS CONDUCTED LVA MARINA DR. FIRE HYDRANT. THIS CONTRACTOR IS RESPONSIBLE FOR SECURING A NEW AND RECENT FIRE FLOW TEST TO BE USED IN THE HYDRAULIC CALCULATIONS. 2g) 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 - ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE SHALL BE CHAINED AND LOCKED OPEN. 2(h) MIC RISK EVALUATION: THERE IS A MINIMAL RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION. 2(i) BACKFLOW PREVENTION DETAILS: INSTALL A DOUBLE—CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER MEETING THE REQUIREMENTS OF THE LOCAL UTILITY CO. MAXIMUM PRESSURE DROP ACROSS BACKFLOW PREVENTER TO BE 10 PSI. 2(i) COMPONENT SPECIFICATIONS: ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION. ALL UNDERGROUND PIPING SHALL BE INSTALLED BY A STATE (FS635.521) CERTIFIED CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE BUILDING UP TO ONE FOOT ABOVE FINISHED FLOOR INSIDE THE BUILDING. The new construction, according to NFPA 220, is type V(000). According to NFPA-1, section 18.4, the fire flow requirements for this type of construction, for an area of 17,000 square feet is 3,500 GPM at 20 PSI residual pressure with a duration of 3 hours. However, the code allows a flow reduction of 75% for fully sprinkled buildings, with the minimum fire flow not being less than 1000 GPM. Hence, the minimum fire flow requirements for the new construction is the greater of the followings: a) 3,500 (GPM) x 0.25= 875 (GPM), or b)1000 (GPM). The reported fire flow test for this site is 48 PSI static, 36 PSI residual, 1000 GPM flow. Based on this data, the flow GPM at a residual pressure of 20 PSI is 1,580.2 GPM. Since this flow is in excess of the required minimum flow of 1000 GPM, it meets the requirements of NFPA-1-18.4. 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. a\Local\Microsciff\WindowsUemporary Internet Files\C>oiitent.Outl o)k\S9BM[140J\FF'-OwjierGeitiiicate.doe Owner's Information Certificate Name/Address of Propert to .� be protected with sprinkler protection: 0 LU DdVL ?� N 0) rn Name of Owner: w O N M U) Existing or planned construction LU O `o o` o o' F- Wood fiaine o or ordinary (masonry walls with wood beams) L] Unknown Y� C7 Is the system installation intl`nded for one of the following special occupancies: Aircraft hangar J (p Fixed guideway transit system J rn I"110 Q o N D yes w rn � 3 Airport terminal � v i. no � 0 yes U o 1 yes w 'C i yes I_ If the answer to any of the )ove is "yes," the appropriate NFPA standard should be referenced °J L U = U Indicate whether any of the 0 Flammable or combustible liquids Q O Aerosol products = LJ yes o U ❑ yes,�0 Pyroxylin plastic; Compressed or liquefied g'is cylinders U [ 0 : c G+� � w 0)N (_i yes Eo 0 Z c pallets O I l yes Z0 If the answer to any of the above y describe U L s r ,!gwoo fVK Q 0 0 IA_ N O O M � f rn O U 00 t` eo 0 FAC 61G15-32 FIRE PROTECTION CRITERIA 61 G15-32.003 (1) OVERALL DESCRIPTION THE CONSTRUCTION WILL CONSIST OF A NEW ONE STORY CLUBHOUSE OF APPROXIMATELY 12,000 SQUARE FEET, A ONE STORY TENNIS/FITNESS/PRO—SHOP OF APPROXIMATELY 2,750 SQUARE FEET, A ONE STORY POOL BATH BUILDING OF APPROXIMATELY 650 SQUARE FEET. THEPRO—SHOP WILL BE CONNECTED TO THE POOL BATH BY A COVERED BREEZEWAY. THE CLUBHOUSE WILL BE LOCATED AT 1600 SELVA MARINA DR., ATLANTIC BEACH, FLORIDA. (2) ACCEPTANCE TESTING ACCEPTANCE TESTING SHALL BE PROVIDED PER NFPA 13, 2010 EDITION. (3) OCCUPANCY CLASSIFCATION THE BUILDING IS A ONE—STORY CLUBHOUSE BUILDING AND IS NEW CONSTRUCTION. THE BUILDING SHALL HAVE A LIGHT HAZARD OCCUPANCY. THE KITCHEN, MECHANICAL AND ELECTRICAL ROOMS SHALL HAVE A ORDINARY HAZARD (GROUP 1) OCCUPANCY. (4) PREPERATION OF DOCUMENTS THE SPRINKLER SYSTEM FOR EACH BUILDING WILL BE A COMBINATION OF WET AND DRY PIPE SYSTEMS, DESIGNED PER NFPA 13, 2010 EDITION. THE SYSTEM WILL INCLUDE USING STEEL, SCHEDULE 10 AND 40 PIPING LOCATED ABOVE THE CEILING, WITH DROPS TO CONCEALED PENDENT SPRINKLERS COVERING AREAS BELOW THE CEILING. ANY EXPOSED PIPING WILL BE STEEL. SPRINKLERS WILL BE STANDARD OR QUICK RESPONSE TYPE. (5) STRUCTURAL SUPPORT PROTECTION SYSTEM INCLUDING LIVE AND DEAD LOADS HAVE BEEN COORDINATED WITH THE STRUCTURAL ENGINEER. STEEL SLEEVES WILL BE SET PRIOR TO CONCRETE PLACEMENT, TO PROVIDE FOR PENETRATIONS OF FIRE PROTECTION PIPING THROUGH THE FLOORS OR ROOF STRUCTURE. STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS FOR THE FIRE CORE DRILLING WILL BE ALLOWED FOR CMU WALL PENETRATIONS FOR FIRE PROTECTION PIPING AS MAY BE REQUIRED. ALL PENETRATIONS WILL BE PROPERLY FIRE—CAULKED, AS REQUIRED. 61G15-32.004 2(a) POINT OF SERVICE: POINT OF SERVICE IS A NEW FIRE MAIN. A NEW PRIVATE FIRE SERVICE WILL BE EXTENDED INTO THE SITE TO SERVE THE NEW SPRINKLER SYSTEM. 2(b) GOVERNING STANDARDS: SYSTEM DESIGN AND INSTALLATION SHALL COMPLY WITH 2010 EDITION OF NFPA 13, THE 2010 EDITION OF NFPA 24, THE 2010 EDITION OF FLORIDA BUILDING CODE, THE 2010 EDITION OF FLORIDA FIRE PREVENTION CODE, AND THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2(c) OCCUPANCY CLASSIFICATIONS: THE BUILDING SHALL BE CLASSIFIED AS LIGHT AND ORDINARY HAZARD (GROUP 1) OCCUPANCY. 2(d) DESIGN APPROACH: SYSTEM SHALL BE A HYDRAULICALLY—CALCULATED, FULLY—AUTOMATIC, WET SYSTEM. SPACES SUBJECT TO FREEZING SHALL BE SERVED BY DRY PIPE SYSTEMS. LIGHT HAZARD OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.10 GPM/SF OVER THE HYDRAULICALLY MOST—DEMANDING 1500 SF (1950 SF FOR DRY SYSTEM), USING 155-F (K=5.6) STANDARD OR QUICK—RESPONSE HEADS. ORDINARY HAZARD (GROUP 1) OCCUPANCY AREAS OF THE BUILDING SHALL BE DESIGNED FOR 0.15 GPM/SF OVER THE HYDRAULICALLY MOST—DEMANDING 1500 SF USING 155-F (K=5.6) STANDARD OR QUICK—RESPONSE HEADS. 2(f) FLOW TEST INFORMATION: STATIC PRESSURE: 48 PSI RESIDUAL PRESSURE: 36 PSI FLOWRATE: 1000 GPM Q TEST CONDUCTED ON 7/31 /2013 TEST WAS CONDUCTED LVA MARINA DR. FIRE HYDRANT. THIS CONTRACTOR IS RESPONSIBLE FOR SECURING A NEW AND RECENT FIRE FLOW TEST TO BE USED IN THE HYDRAULIC CALCULATIONS. 2g) 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 - ISOLATION VALVES ON BACKFLOW PREVENTER OUTSIDE SHALL BE CHAINED AND LOCKED OPEN. 2(h) MIC RISK EVALUATION: THERE IS A MINIMAL RISK OF MIC IN THE WATER SUPPLY FOR THIS LOCATION. 2(i) BACKFLOW PREVENTION DETAILS: INSTALL A DOUBLE—CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER MEETING THE REQUIREMENTS OF THE LOCAL UTILITY CO. MAXIMUM PRESSURE DROP ACROSS BACKFLOW PREVENTER TO BE 10 PSI. 2(i) COMPONENT SPECIFICATIONS: ALL INSIDE AND UNDERGROUND PIPING, VALVES, SWITCHES, AND OTHER COMPONENTS TO BE UL AND FM LISTED MATERIALS FOR FIRE PROTECTION. ALL UNDERGROUND PIPING SHALL BE INSTALLED BY A STATE (FS635.521) CERTIFIED CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR PIPING OUTSIDE OF THE BUILDING UP TO ONE FOOT ABOVE FINISHED FLOOR INSIDE THE BUILDING. The new construction, according to NFPA 220, is type V(000). According to NFPA-1, section 18.4, the fire flow requirements for this type of construction, for an area of 17,000 square feet is 3,500 GPM at 20 PSI residual pressure with a duration of 3 hours. However, the code allows a flow reduction of 75% for fully sprinkled buildings, with the minimum fire flow not being less than 1000 GPM. Hence, the minimum fire flow requirements for the new construction is the greater of the followings: a) 3,500 (GPM) x 0.25= 875 (GPM), or b)1000 (GPM). The reported fire flow test for this site is 48 PSI static, 36 PSI residual, 1000 GPM flow. Based on this data, the flow GPM at a residual pressure of 20 PSI is 1,580.2 GPM. Since this flow is in excess of the required minimum flow of 1000 GPM, it meets the requirements of NFPA-1-18.4. 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. a\Local\Microsciff\WindowsUemporary Internet Files\C>oiitent.Outl o)k\S9BM[140J\FF'-OwjierGeitiiicate.doe Owner's Information Certificate Name/Address of Propert to .� be protected with sprinkler protection: DdVL ?� N 0) rn Name of Owner: N M O N M Existing or planned construction is: O `o o` o L] Fire resistive or noncombustible tirn No Wood fiaine o or ordinary (masonry walls with wood beams) L] Unknown Y� 0o Is the system installation intl`nded for one of the following special occupancies: Aircraft hangar 1-1 yeso Fixed guideway transit system U) LL t..1 yes I"110 Race track stable o N D yes no Marine terminal, pier, or Wharf 0 yes l/no Airport terminal ~� 11 yes i. no Aircraft engine test facility 0 yes i o Power plant 1 yes /1)10 Water-cooling tower i yes nci If the answer to any of the )ove is "yes," the appropriate NFPA standard should be referenced for sprinkler density/area criteria. U U Indicate whether any of the following special materials are intended to be present: Flammable or combustible liquids 11 yes i o Aerosol products LJ yes o Nitrate flm ❑ yes,�0 Pyroxylin plastic; Compressed or liquefied g'is cylinders ❑,yes l yesr [ 0 : c G+� Liquid or solid oxidizers w 0)N (_i yes Eo Organic peroxide formulations Idle iJ yes c pallets I l yes Z0 If the answer to any of the above is "yes," describe type, location, arrangement, and intended maximumqua�ny�tyities. s yF V ,!gwoo fVK Figure A.`14.1 (b) Owner's'Inf(mnation Certificate (NFPA 13, 1 of 2) DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES Indicate whether the protection is intended for one of the following specialized occu ncieor areas: CA Spray area or mixing room i 1 yes i0 Date. ` Solvent extraction I 1 yes Ivl Tl£? Laboratory usingchemicals ❑yes d"no Oxygen -fuel gas system for welding or cutting ❑ yes V1,�o Acetylene cylinder charging ❑ yes (�° Production or use of compressed or liquefied gases ( I, es 717 Commercial cooking operation Cvi yes 1,1 no Class A hyperbaric chamber C J yes lino Cleanroom yes (-4io Incinerator or waste handling system D yesl�� 0 Linen handling system 11 yes 1%10 Industrial furnace 1 J yes [ir110 Water-cooling tower C.1 yes l~� no If the answer to any of the above is "yes," describer type, location, arrangement, and tend d maximum quantities. l a Will there be any storage of products over 12 A (3.6m) in height? i -!I yes N, no If the answer is "yes," describe product, intended storage arrangement and height. Will there be any storage of plas ic, rubber, or similar products over 5 (1.5m) highce as described above`? 0 yes 1` no If the answer is "yes," describe product, intended storage arrangement and height. I certify that_I have knowledge of the intended use of e property and that the abo is correct. Signature of owner's representative or agent: Date: __ IX e > Name of Owner's representative or agent completing certificate (print): Relationship and firm of agent (print): b-- �( M X POOL RESTROOMS rv% TWO—WAY WALL SIAMESE CONNECTION 4" SPRINKLER RISER; SEE CIVIL DRAWINGS FOR C FIRE PROTECTION FLOOR PLAN SCALE: 1/16" = 1'-0" ��p of 2) ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com of Record: F _ Yarizadah License No.: 40287 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 I REVISION DATE PERMIT SET 12/13/13 AFIRE PLAN REVIEW COMMENT 01/30/2014 CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY 1MK LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB FIRE PROTECTION CRITERIA AND FLOOR PLAN FPO. 1 N 0) rn N M O N M O `o o` o tirn No o� rn o co T `.J Y� 0o =00 Qx U) LL o N L6 4- ~� (n W rn co �� U N o M C14 (n (P o U C) IJ•� 0')U - (v} U U N � 0 2 CLO co N U d w 0)N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 I REVISION DATE PERMIT SET 12/13/13 AFIRE PLAN REVIEW COMMENT 01/30/2014 CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY 1MK LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB FIRE PROTECTION CRITERIA AND FLOOR PLAN FPO. 1 n co a O Z rn o 3 w 18 20� SIAMESE CONNECTION 17 © w w v 15 ® ® c o o 252 10 16 11 `�1 11 L = U co 0) ry •L O � J C) ,-- N o Q 3 29 o 23 rn �� w 13 SI I I, II II� I I I=1 11=1 11=1 11=1 ry 11III-I I I- - 30 I'�IIIII�IIIIII v v �-III . .•. .4•.'..•a.-� _ I I -III '�' ° ••' I I1=1 I =1' 14 -IIIIIIII � •`i'. Ililll�lll� =111, m w C13 U U U (0 Q v = 1. rK o Two (2) inch drain valve. Q Dry pipe valve. O U 5. U N � O Y 7. Pressure switch (hidden). Interconnect with the fire alarm system. Refer to electrical drawings. 8. O CONSULTANTS 9. CD U 10. Drain cup. Li_ p N Q o C) 9133 RG SKINNER PARKWAY 0 Finished floor level. JACKSONVILLE, FL 32256 � N PH: 904.483.5200 15. re 2 0) Retarding chamber. O 17. Alarm line strainer. ENGINEERING, INC. 18. tZ rn O Hydraulic design data nameplate. Permanently affix to each riser. U 00 Water pressure gauge ( 2 required). PH: 904.483.5200 21. Air compressor. ELECTRICAL r Pipe stanchion saddle. 0 23. Anchor stanchion base to concrete floor. ENGINEERING, INC. 000 Wet pipe alarm check valve. 9133 RG SKINNER PARKWAY 25. 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. VMI D FASTENER THREADED ROD - ADJUSTABLE PIPE HANGER WOOD STRUCTURE PIPE HANGER DIAGRAM SCALE: NTS (U.L. LISTED/ F.M. APPROVED) PLENUM PROTECTION NOZZLE DUCT PROTECTION NOZZLE REMOTE MANUAL 1 PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR APPLIANCE PROTECTION NOZZLE AGENT TANK PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS OEM RELEASE/BRACKET ASSEMBLY AND 3-PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT CONTROL PANEL TYPICAL ANSUL R-102 WET CHEMICAL EIRE SYSTEM SCALE: NTS 1" PIPE 1" GLOBE VALVE AT 5'-0" AFF - 2" X 1" REDUCEF 2" X 12" NIPPLE OR EQUIVALENT - 2" X 1" REDUCEF " GLOBE VALVE 45' ELL AUXILIARY DRAIN ON DRY -PIPE SYSTEM SCALE: NTS BRANCH LINE PITCH TEST VALVE UNION PLUG -FOR TESTING REMOVE AND---""_ INSTALL TEMPORARY CONNECTION. 45' ELL SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER SYSTEM TEST CONNECTION ON DRY -PIPE SYSTEM SCALE: NTS FROM END OF - REMOTE BRANCH LI X45' ELL SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER SYSTEM TEST CONNECTION ON WET -PIPE SYSTEM SCALE: NTS Q BRANCH PIPE REDUCER PENDENT SPRINKLER NOTE: 1. AT CONTRACTOR'S OPTION, RETURN BENDS MAY BE USED TO CENTER SPRINKLERS IN CEILING TILES. "'),, RETURN BEND DIAGRAM SCALE: NTS BOTTOM OF ROOF DECK UPRIGHT SPRINKLER HEAD REDUCER 1" NIPPLE €� BRANCH LINE 8� UPRIGHT SPRINKLER HEAD DE FPO.2 / SCALE: NTS NE CET HEAD ;IT1VE BREAK -AWAY COVER 9 PENDENT SPRINKLER HEAD FPO.2 NOT TO SCALE T41 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1-44 Date, ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com of Record: F _ Yariza dah License No.: 40287 27 21 k 12 rn ® 19 19 N CD N N 18 20� SIAMESE CONNECTION 17 © o O 8 LL °w No u rn 15 ® ® c o o 252 10 16 11 `�1 11 �o �o OM vwtf co X CU O 28 22 C) ,-- N o 29 23 rn �� _� 13 SI I I, II II� I I I=1 11=1 11=1 11=1 i O (j) Cq o 11III-I I I- - 30 I'�IIIII�IIIIII U �-III . .•. .4•.'..•a.-� _ I I -III '�' ° ••' I I1=1 I =1' 14 -IIIIIIII � •`i'. Ililll�lll� =111, . .... s�llli 0 C13 U U U (0 Q NOTES: U) L 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. 4. Pipe to water motor gong. Install on the outside of the F.S. riser room. 5. Air pressure maintenance device complete with all the required accessories. 6. Accelerator with all the required accessories. Provide when indicated dry system capacity is over 500 gallons. 7. Pressure switch (hidden). Interconnect with the fire alarm system. Refer to electrical drawings. 8. Alarm line strainer (hidden). CONSULTANTS 9. Alarm test valve. STRUCTURAL 10. Drain cup. MCVEIGH & MANGUM 11. 0. S. & Y. gate valve with tamper switch. Refer to electrical drawings. ENGINEERING, INC. 12. Water Motor Alarm. 9133 RG SKINNER PARKWAY 13. Finished floor level. JACKSONVILLE, FL 32256 14. 4"/ 6" inch fire service main, 36" min. burial depth. PH: 904.483.5200 15. Retard chamber drain. MP&FP 16. Retarding chamber. MCVEIGH & MANGUM 17. Alarm line strainer. ENGINEERING, INC. 18. Pressure switch. 9133 RG SKINNER PARKWAY 19. Hydraulic design data nameplate. Permanently affix to each riser. JACKSONVILLE, FL 32256 20. Water pressure gauge ( 2 required). PH: 904.483.5200 21. Air compressor. ELECTRICAL 22. Pipe stanchion saddle. MCVEIGH & MANGUM 23. Anchor stanchion base to concrete floor. ENGINEERING, INC. 24. Wet pipe alarm check valve. 9133 RG SKINNER PARKWAY 25. Water motor gong test valve. JACKSONVILLE, FL 32256 26. Four (4) inch pipe serving wet pipe system. PH: 904.483.5200 27. Four (4) inch pipe serving dry pipe system. LANDSCAPE ARCHITECT 28. Heated sprinkler riser room. EUTHENICS STUDIO 29. Building exterior. 1650 BEACH AVENUE 30. Thrust block. ATLANTIC BEACH, FL 32233 r-i`� EIRE SPRINKLER RISER DIAGRAM FPO.2 SCALE: NTS REVISION DATE VMI D FASTENER THREADED ROD - ADJUSTABLE PIPE HANGER WOOD STRUCTURE PIPE HANGER DIAGRAM SCALE: NTS (U.L. LISTED/ F.M. APPROVED) PLENUM PROTECTION NOZZLE DUCT PROTECTION NOZZLE REMOTE MANUAL 1 PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR APPLIANCE PROTECTION NOZZLE AGENT TANK PRE -WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS OEM RELEASE/BRACKET ASSEMBLY AND 3-PHASE CONTACTORS AND OVERLOADS FAN AND LIGHT CONTROL PANEL TYPICAL ANSUL R-102 WET CHEMICAL EIRE SYSTEM SCALE: NTS 1" PIPE 1" GLOBE VALVE AT 5'-0" AFF - 2" X 1" REDUCEF 2" X 12" NIPPLE OR EQUIVALENT - 2" X 1" REDUCEF " GLOBE VALVE 45' ELL AUXILIARY DRAIN ON DRY -PIPE SYSTEM SCALE: NTS BRANCH LINE PITCH TEST VALVE UNION PLUG -FOR TESTING REMOVE AND---""_ INSTALL TEMPORARY CONNECTION. 45' ELL SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER SYSTEM TEST CONNECTION ON DRY -PIPE SYSTEM SCALE: NTS FROM END OF - REMOTE BRANCH LI X45' ELL SMOOTH BORE CORROSION -RESISTANT OUTLET GIVING FLOW EQUIVALENT TO ONE SPRINKLER SYSTEM TEST CONNECTION ON WET -PIPE SYSTEM SCALE: NTS Q BRANCH PIPE REDUCER PENDENT SPRINKLER NOTE: 1. AT CONTRACTOR'S OPTION, RETURN BENDS MAY BE USED TO CENTER SPRINKLERS IN CEILING TILES. "'),, RETURN BEND DIAGRAM SCALE: NTS BOTTOM OF ROOF DECK UPRIGHT SPRINKLER HEAD REDUCER 1" NIPPLE €� BRANCH LINE 8� UPRIGHT SPRINKLER HEAD DE FPO.2 / SCALE: NTS NE CET HEAD ;IT1VE BREAK -AWAY COVER 9 PENDENT SPRINKLER HEAD FPO.2 NOT TO SCALE T41 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES 1-44 Date, ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com of Record: F _ Yariza dah License No.: 40287 rn N CD N N C:) Lo o co � o LL °w No u rn c o o �o �o co X CU WLL C) ,-- N o ao rn �� i O (j) Cq o U C13 U U U (0 Q U) L cu F a N U N d 00 N 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 P H : 904.246.6219 REVISION DATE PERMIT SET 12/13/13 ENGINEER'S SEAL �F�q��yp9S�iiF"sFc:;i6y88�PS�Etfjg ggam` f � i�'\4�' � t� E- l3 `' <A 44.y O .c•^ 0 a' o. ,{ a fs T E �: � � � 4°• m+.e @ � D +� � 3, per# CADD DWG. FILE NO. SCALE AS SHOWN DRAWN BY MK LEGAL DESCRIPTION PROJECT PHASE PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEACH COUNTRY CLUB FIRE PROTECTION DETAILS FPO.2 DO NOT MEASURE DRAWINGS NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION. SEE GENERAL NOTES MCVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: F-Yariza$ah License No.: 40287 �j mlm U FIRE SUPPRESSION SYSTEM I PART 1 - GENERAL 1.01 WORK INCLUDED A. Provide design and installation for a complete hydraulically -calculated, fully -automatic, wet and dry pipe fire sprinkler system for all areas of the building and as indicated and specified herein. Furnish all necessary equipment including fire pump (if required), pipes, fittings, valves, design, hydraulic calculations, testing, all material and labor for a complete fire suppression system. 1.02 QUALITY ASSURANCE A. Conform to the NFPA 13, 2010 Edition, NFPA 20, 2010 Edition (if applicable), 2010 Florida building code, and 2010 Florida Fire Prevention Code. B. Materials, design and installation shall conform to federal, state and local code requirement, including local authority having jurisdiction, NFPA and owner's insurance underwriter's guidelines (if applicable). Comply with applicable building codes. 1.03 DESIGN A. Sprinkler 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 requirements. B. The automatic fire sprinkler system for the entire building shall be designed as Light Hazard Occupancy. The kitchen, mechanical, and the electrical rooms shall be 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 deliver 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 temperature, standard response -type or quick response -type; concealed. Pendent -type heads shall be used in areas with ceilings; upright -type heads shall be used in 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 electrical on the service side of the control panel shall be by the electrical contractor. The sprinkler contractor shall provide all necessary alarms, flow switches 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 SUBMITTALS A. Subcontractor shall provide six (6) signed and sealed copies of design calculations, drawings and all submittal data. Shop drawings shall be per requirements of NFPA 13. All shop drawings shall be submitted to the Owner's insurance company and shall bear the stamp of approval from the insurance company. After the 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 approval, the contractor shall submit six (6) copies of the drawings, calculations and all submittal data to the architect/engineer for the approval. No _ work shall commence before the shop drawings have been approved by the architect/engineer. Contractor shall make afield visit to the jobsite before this project. No allowances will be made available for visible conditions. B. Provide three (3) copies of "Contractor's Material and Test Certificate" for above ground and below ground piping as described in NFPA 13. Two copies shall be included in the ovEner's operation and maintenance manuals as described below and one shall be sent to the engineer as a record of completion. C. Provide 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 famished. Serial numbers and ordering information shall be provided. Provide manuals in a neat and orderly 3 -ring binder complete with sectional tabs dividing up the information. Include one complete set of approved hydraulic calculations and two (2) new copies of NFPA 25, 2008 edition. ui 1.05 TRAINING U W A. Provide up to 4 hours of training for owner. Familiarize owner with basic function of system, location of riser, maintenance requirements (NFPA 25), Uemergency contacts, shuto: T valve location, etc. Q 1.06 ACCEPTANCE TESTING z L) A. Contractor shall perform acceptance testing of aboveground system, as detailed in chapter 16 of NFPA 13. ZPART2-PRODUCTS W 2.01 PIPING LL O Z A. General: ASTM A53; ANSFASTM A135; ANSI/ASME B36.10: Black. W O z B. Above Grade: 0 1. 2" diameter and smaller: Threaded black steel, Schedule 40, meeting ASTM A53. Z 2. 2 1/2" diameter and larger: Mechanically -grooved black steel, Schedule 10 minimum, meeting ASTM A53. w 3. 1" diameter and larger: Approved and listed CPVC plastic sprinkler pipe meeting ASTM F442 only in areas allowed by NFPA 13. C. Below Grade: 1. Ductile iron pipe, AWWA CIS 1, Class 52, unless prohibited by local authority having jurisdiction. O 2. Push -on joint type pi e: AWWA C111, rubber gaskets. a 3. Mechanical joint type; pipe: AWWA C111, rubber gaskets. O 2.02 PIPE FITTINGS rn Q LLJ A. Steel Pipe: ANSI/ASME B 119.9, wrought steel, butt -welded. ANSI/ASME B 16.25, butt -welded ends. ASTM A234, wrought carbon steel and alloy steel. ANSI/ASME B16.5, steel flanges and fittings. ANSI/ASME B16.11, forged steel socket welded and threaded or as approved by NFPA-13 (1994). Z Q B. Cast Iron: ANSI/ASME B16.1, flanges and fittings. B16.4, screwed fittings. r C. Malleable Iron Fittings: ANSI/ASME B 16.3, screwed type. ANSI/ASTM A47. O Z D. Ductile Iron Fittings: ofO 11 1. AWWA C 110, 250 psig minimum rating. z 2. AWWA C153 compact fittings, 350 psig minimum rating. Q Z E. Pressure ratings not indicated shall be as required by the design system pressure. LU F. CPVC Pipe: ASTM F438 sch 40 socket type fittings or ASTM F439 sch 80 socket Q type fittings. U Z 2.03 UNIONS, FLANGES AND COUPLINGS O U A. Unions: 150 psi malleable iron for threaded ferrous piping or as required by the design system pressure. W 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 have raised face and gaskets conforming to ANSI B 16.5. W OC. Mechanical Grooved Couplings: malleable iron housing clamps to engage and lock, designed to permit some angular deflection, contraction and expansion, "C" O -shaped composition sc<ding gasket, steel bolts, nuts and washers; galvanized couplings for galvanized pipe and as required by system pressure. D LU 2.04 GATE VALVES dA. Iron body, bronze trim, rising stem, outside screw and yoke with solid wedge. O B. UL/FM listed and approved LLJ 2.05 FIRE PROTECTION EQUIPMENT m U A Fire PSystem (-d U) l.Prov Provide one (1) electric motor driven horizontals Int case fire pump complete with pump, motor, controller, city water bypass, test header, pressure o Ci maintenance pump and controller, concrete base and all required accessories for an approved installation, if hydraulically required. Fire pump system shall be er by Bell A Pump "Fire U ossett, -C or 2. Materialsandinstall ti onrshallc comply U Protection on Equipment o P YDirectory" and FM "Approval Guide". 3. Capacities: Furnish pumps with no less than 150% of rated capacity at not less than 65% of the total rated head. Provide pumps with the shutoffhead O not to exceed 120% ofrated head. Pump shall be factory tested. a. 4. Motor: NEMA MGI, ,open drip -proof, squirrel -cage, induction motors. Include construction that complies with NFPA-20 and NFPA-70, and wiring compatible with controller used. W 1. Controller: Combined automatic and non -automatic operation, complying with UL 508, UL listed and FM approved, factory assembled and wired, service rated to 65,000 amperes, factory tested for capacities and electrical characteristics and with features indicated. � 2. Provide UL listed remote alarm panel with the following signals: Motor operating condition, loss of line power, phase reversal and low water pressure. W m B. Add flow indicators and supervisory switches if desired. Y PART 3 -EXECUTION lY O 3.01 INSTALLATION A. Employ certified welders in,accordance with federal, state, local agencies and NFPA-13 Requirements. LL 1- B. Screw joint steel piping up to and including 2 -inch diameter. Weld 2 '`/2" inch diameter piping. . elf a C. Mechanical grooved joints .ay be used instead of welded joints. O Z D. Install piping in strict accordance with NFPA 13 and NFPA 20. d w > E. Seal piping and sleeve penetration to achieve fire resistance equivalent to fire separation required. W UJ w F. Coordinate with other trades to avoid conflict. X G. Provide all installation and wiring for systems less than 120 Volts. 0 !T 3 J Q v rn O U U W a U N Q C: O = U U N D C O � Y z d O o Q o - o U- N M CA ~ 0 � of rn O OC) U - These materials are copyrighted and protected under Section 102 of the Architectural Works Copyright Protection Act of 1990. The copyright o protections apply to the overall form of the structures, the arrangement and composition of spaces, the materials and selections, and all other 00 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 MCVEIGH & MANGUM ENGINEERING•INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@McVeighMangum.com Eng. of Record: F-Yariza$ah License No.: 40287 �j mlm U CONSULTANTS Co U') N0) N 0 N fV M t6 O 00 ILO OCLO O LL 00 C) I CA M (1) (V 0 O 5 M Y 0) p U �0) Cocu Q X LL CU U) LL 0 CV tn� .;r 'Rt rn CO U C :3 C14 O w C0. �t U o C) U C N N � U TO 0-O ate) ca U CU N i..) eoNt 0') CV 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 o e cry ✓e a • °• S. No 4 Q � 4T O a� O IAL St;aatlr�Y�9iet3a�4.��a CADD DWG. FILE NO. SCALE FAS SHOWN DRAWN BY 1MK r'RVJCV i rnHF- Jt PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEAC[ COUNTRY CLUE FIRE SPRINKLEF SPECIFICATION's FPO.3 I CONSULTANTS Co U') N0) N 0 N fV M t6 O 00 ILO OCLO O LL 00 C) I CA M (1) (V 0 O 5 M Y 0) p U �0) Cocu Q X LL CU U) LL 0 CV tn� .;r 'Rt rn CO U C :3 C14 O w C0. �t U o C) U C N N � U TO 0-O ate) ca U CU N i..) eoNt 0') CV 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 PH: 904.483.5200 ELECTRICAL MCVEIGH & MANGUM ENGINEERING, INC. 9133 RG SKINNER PARKWAY JACKSONVILLE, FL 32256 PH: 904.483.5200 LANDSCAPE ARCHITECT EUTHENICS STUDIO 1650 BEACH AVENUE ATLANTIC BEACH, FL 32233 PH: 904.246.6219 REVISION DATE PERMIT SET 12/13/13 o e cry ✓e a • °• S. No 4 Q � 4T O a� O IAL St;aatlr�Y�9iet3a�4.��a CADD DWG. FILE NO. SCALE FAS SHOWN DRAWN BY 1MK r'RVJCV i rnHF- Jt PERMIT SET PROJECT NUMBER 18 -11 - NEW CONSTRUCTION ATLANTIC BEACH, FLORIDA ATLANTIC BEAC[ COUNTRY CLUE FIRE SPRINKLEF SPECIFICATION's FPO.3