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HomeMy WebLinkAboutSDP201500043 Letter of Revision Letter of Revision 2 2017-08-03w � .� <IL ry lJk. i rRc;ir�l�, COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434)296-5832 Fax (434)972-4126 August 3, 2017 Nathan Rasnick 2100 East Cary Street, Suite 309 Richmond, VA 23223 RE: LOR#2 for SDP -201500043, Tax Map/Parcel #076000000054A2 Mr. Rasnick, This letter approves your submitted Letter of Revision for the above referenced site plan. The letter of revision proposes the changes as shown on the attached plans and letter dated July 14, 2017. There are no other changes to the approved plan proposed. This is the second (2nd ) Letter of Revision for this site. Three (3) Letters of Revision are allowed, after which all required changes must submitted in the form of a site plan amendment. Sincerely, Megan Yaniglos, AICP Principal Planner County of Albemarle Department of Community Development Phone: (434)296-5832 Ext 3004 Attachments: Site Plan Change and request letter A!2LF.K 2100 E. Cary Street Suite 309 Richmond, VA 23223 Phone 804.782.1903 Fax 804.782.2142 To: Community Development 401 McIntire Road, North Wing Charlottesville, VA 22902 Attention: Megan Yaniglos (Planning) We are sending you: VIA: ® Plans ❑ Specifications ❑ Samples ❑ US Mail ❑ Shop Drawings ❑ Prints ® IAR ❑ Overnight ❑ Copy of Letter ❑ Change order Application ❑ FAX COPIES DWG I 1 1 1 I 1 1 4 1-9 Letter of Revision Applic Letter of Revision Memo Check for Fee ($108.00) Revised Plan Sheets These are transmitted as checked below: ® For approval ❑ Approved ® For your use ❑ Approved as noted ❑ As requested ❑ Disapproved Remarks: SDP -2015-043 Copy: Joe Murray, DRP Alex Morrison, PE (ACSA) Yenclosures are not as noted, kindly notes us at once. LETTER OF TRANSMITTAL Sheet: 1 of I Total Pages: 1 Date: July 140 2017 Job No.: 814-158 Project: Fifth Street Palce Apartments ❑ Please acknowledge receipt of this material ❑ Acknowledgment of receipt not required ❑ For review and comment ® Messenger (SNR) Rummel, Klepper & Kahl, LLP Signature: S. Nathan Rasnick 11, PE In -House Circulation Application for Letter of revision 66 Letter of Revision = $108 Final Site Plan Name and Number: Fifth Street Place - SDP -2015.043 CORtad (who should nv contact about this project) Nathan RaSnick Street Address 2100 East Cary Street, Suite 309 City Richmond state Virginia zip Code 23223 PhoneNumber,(1304) 771-9119 _ Emaii nrasnickQrkk,com Owner of Record 5th Street Apatments, LLC Street Address 555 Fayettville st Suite 210 City Raleigh State NG Zip Code 27601 Phone Humber 919-845-3306 Email jmurray@drp-11c.com Applicant Joe Murray Street Address 555 Fayetteville Street, Suite 210 City Raleigh _. _ State NC Zip Code 27601 Phone Number 919 369-6766 Email imurray@DRP-LLC.com SUBMITTAL REOUIREMENTS: 10 The appropriate fee, [0 17te site plan number that the change applies to, 10 A request letter describing the proposed changes from the owner or authorized agent, 0 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved Mial_site _1plaln or on an 11"X] 7 COPY of that portion of the approved final site plan. Owner/Appllcant Must Read and Sign 1 hereby certify that to information provided on this application and accompanying information is aecurate, true and correct to the best of my knowled id belief. r , 2/22/2017 L.S'zph of Own r, Agent Date Jo Murray Sr 919-545-3306 Print Name Daytime phone number of Signatory COR OFFICE USE ONLY *'q kBy LORtree Amount $�� Dote Paid ufio7 _ ' Receipt # i%d! Ctc# O'�D� —Br.j 0 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 11/02/20I5 Page 1 of 1 R7( !f 2100 East Cary Street Suite 309 Richmond, VA 23223 Phone 804.782.1903 Fax 804.782.2142 1AAAAM rick rnm MEMORANDUM Date: July 14, 2017 To: Megan Yaniglos- Principal Planner Department of Community Development -Planning Services 401 McIntire Road, North Wing Charlottesville, VA 22902 From: Nathan Rasnick, PE (RK&K) Cc: Malachi Mills, PE (RKK), Blake Simmons (RJTR), Joe Murrary (DRP) RE: SDP -2015-043 Fifth Street Place- Letter of Revision Letter of Revision 1. Pool Deck Rinse Shower Enclosure: ■ In order to drain the rinse shower to the sanitary sewer, Albemarle County Service Authority required that the rinse shower be fully enclosed and under roof. The approved plan only indicated the shower location without the associated enclosure. The attached drawings (C -08A, C -10A, C -10C, ACI -02S, API -01, P4-03, M4-01, E4-01 & E6-02) now show the rinse shower fully enclosed with the associated details and elevations. These changes have been coordinated with Albemarle County Service Authority. A sanitary sewer lateral has been added adjacent to the club house for service. We request that the rinse shower enclosure be allowed to comply with the service authority. SEE API -01 FOR POOL RINSE STATION STRUCTURE mico v f 301-711 I— — — — — — — — — — — — — — — — — — — 1 ---- L--------------- --------J —IN m SEE LANDSCAPE m pWGS w 0 N 301-1811 SLOPE EXTERIOR PATIO SLABS AWAY FROIY BUILDING 1/411 PER FT IYIN., TYP. 611911 71-0" CLEAR 31-6" 31-611 1 �L EQ EQ ADA LIFT 11-011 TYP, I a m ❑ ❑ ❑ ❑ ❑ I tP 1 0 28'-11" POOL AND LANDSCAPE DESIGNED BY OTHERS 331-811 F1w� O J N 3 1_72111 F] 251-2" 31_411 SEE LANDSCAPE DWGS TRE CH rNc \ FOR ICO CTIO TO 5AT O SEW R ) ) ) \ J J 61-a 11 n,Iv I � I m 20' -II" SEE LANDSCAPE DWGS ❑ >n J / 24'-93"" EXIT DEE -ANDS APE ❑ ❑ DWGS i m \ � 1 5' x 5' j SCORED CONCRET wIT I��� KOOLDEC � E� FlNlsu ❑ / f 21'-6" 71-011 ❑01-811 ❑ CLEAR EX/ \TE I I 121-7211 imlI11111M. 12'- GATE mj� N 6 m NOTE: SEE AC1-01S FOR BUILDING SLAB EDGE LOCATION POOL DECK SLAB PLAN Scale: 1/4" = V-0" z 0 U z 0 ccO 0 Lu co z w A c 3 O M � b0 y! _ I P� I a w x V o, - CD - v 00 x H [A 3 � � 5 N E I— — — — — — — — — — — — — — — — — — — 1 ---- L--------------- --------J —IN m SEE LANDSCAPE m pWGS w 0 N 301-1811 SLOPE EXTERIOR PATIO SLABS AWAY FROIY BUILDING 1/411 PER FT IYIN., TYP. 611911 71-0" CLEAR 31-6" 31-611 1 �L EQ EQ ADA LIFT 11-011 TYP, I a m ❑ ❑ ❑ ❑ ❑ I tP 1 0 28'-11" POOL AND LANDSCAPE DESIGNED BY OTHERS 331-811 F1w� O J N 3 1_72111 F] 251-2" 31_411 SEE LANDSCAPE DWGS TRE CH rNc \ FOR ICO CTIO TO 5AT O SEW R ) ) ) \ J J 61-a 11 n,Iv I � I m 20' -II" SEE LANDSCAPE DWGS ❑ >n J / 24'-93"" EXIT DEE -ANDS APE ❑ ❑ DWGS i m \ � 1 5' x 5' j SCORED CONCRET wIT I��� KOOLDEC � E� FlNlsu ❑ / f 21'-6" 71-011 ❑01-811 ❑ CLEAR EX/ \TE I I 121-7211 imlI11111M. 12'- GATE mj� N 6 m NOTE: SEE AC1-01S FOR BUILDING SLAB EDGE LOCATION POOL DECK SLAB PLAN Scale: 1/4" = V-0" z 0 U z 0 ccO 0 Lu co z w A c 3 O M � b0 y! _ Fes. P� rl > a w x V o, - CD - v 00 x H [A 3 � � 5 N E W � - CD � M PRINTED DATE ISSUE/REVISION 07/12/17 POOL REVISIONS rpLTli 0 ° JOY •n.401014074 Sr�RED A«� W 11 a a W W a 0 a 00 Lu J ~� 0 a COMMISSIONNO:14-OGs.lr DRAWING NO: AC 1-02S e ROOF ASSEMBLY • ARCHITECTURAL ROOF SHINGLES • ROOFING FELT • OSB ROOF DECK • PRE -MANUFACTURED SIDING NALL ASSEMBLY (UL 0348) • CEMENTITIOUS HORIZONTAL OR SHINGLE SIDING (SEE ELEV15) • BUILDING WRAP • 1/2" OSB EXTERIOR SHEATHING • 2 x 6 HOOD STUD FRAMING • R-15 BATT INSULATION N/ VAPOR BARRIER (R-19 FOR TOTAL ASSEMBLY) • 5/8" GYP BOARD 4" ROUND PAINTED ALUM, DONNSPOUT 12 6 D AT01 RINSE STATION SOUTH ELEV. Scale: 1/4" - V-0" 12 a 6 X6" FIBER CEMENT TRIM AROUND WINDOW; PROVIDE PRE -FINISHED ALUMINUM FLASHING AT TOP FOR DRAINAGE WAY FROM BLDG. RINSE STATION CORNER DETAIL Scale: 1 1/2" - V-0" I" X S" FIBER CEMENT TRIM I" X 6" FIBER CEMENT TRIM 14" 0 TUSCAN PERYACAST COLUMN NOTCHED AT CORNER KITH CAP AND BASE EXTERIOR WALL SCONCE ABOVE DOOR X6" FIBER CEMENT TRIM AROUND DOOR; PROVIDE PRE -FINISHED ALUMINUM FLASHING AT TOP FOR DRAINAGE WAY FROM BLDG. RINSE STATION EAST/WEST ELEV. Scale: 1/4" - V-0" RINSE STATIOINI STRUCTURE- ROOF PLAN Scale: 1/2" - V-0" 1'-6" OVERHANG TYP. lolmkk-- 12 PREFINISHED ALUMINUM .n■ncem■�nnn■nnm■nnm■.►►.. . � I � � ■ I1I�Ii�■I�i�1��■■��I��■■��I��Z%tl � 1 % � - �ro�ro�ro�ro�ro�ro�►��r�ro�ro�ro�r�TRUSS BEARING. d `4" ROUND PREFINISHED - - ALUMINUM \ / / DOWNSPOUT - — HY DOOR $ FRAME; PAINT TO MATCH SIDING STONE CAP N/ 1/4" SLOPE AWAY FROM BUILDING RINSE STATION NORTH ELEV. Scale: 1/4" - V-0" SHOWER HEAD FLOOR DRAIN; — REFER TO PLUMBING I DNGS 4 e e I PARTITION ON CONCRETE CURB 16'-3^" EXTERIOR MATERIAL SCHEDULE/LEGEND HATCH/KEY IYATERIAL BASIS OF DESIGN — PRODUCT/MANUFACTURER w BRICK VENEER TRIANGLE BRICK , NODULAR: 3 5/8" x 2 1/4" x a '- � 7 5/811, COLOR: CAMBRIDGE c 3 SIMULATED NATIVE STONE - NATIVE CUSTOM STONE FAP -0-2-1 STONE VENEER VENEER -STACKED GRANITE 0 v � � 5 ®FIBER CEMENT SIDING WITH 6" FACTORY PRIMED 4 FIELD PAINTED MENS P 'ti F a EXPOSURE' �w�I CEMENTITIOUS HARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE i FIBER CEMENT W/ I X 4 BATTEN STRIPS AT 2'-0" D.C. _ PANELS BRICK SOLDIERS TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x W � - 7 5/8", COLOR: CAMBRIDGE BRICK SILL TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8 , COLOR: CAMBRIDGE M _ PRINTED ARCHITECTURAL OMENS CORNING OAKRIDGE PRO 30 AR SERIES, 07/12/17 ROOFING SHINGLES 'DRIFTWOOD' WINDOW TYPE TAG. TYP. FOR ENTIRE SEE A9-01 FOR SPECIFIC YODEL NUMBERS VERTICAL STACK U.N.O. ELEVATION KEYNOTES/SPECS 5] 6" OGEE PRE -FINISHED ALUMINUM SEAMLESS GUTTER MUSKET BROWN COLOR 12 4" DIAMETER ROUND PRE -FINISHED ALUMINUM DOWNSPOUT MUSKET BROWN COLOR [3 CEMENTITIOUS 1X 6 CORNER TRIM ® PRE -FINISHED ALUMINUM CHIMNEY SHROUD - FLAT BLACK 16 16" TUSCAN PERMACAST COLUMN BY HB&G OR EQUAL © EXTERIOR WALL SCONCE [7 CEMENTITIOUS CORNICE BOARD © CEMENTITIOUS I X4TRIM 0 CEMENTITIOUS I X6TRIM 10 CEMENTITIOUS I X13TRIM 11 CEMENTITOUS 1X10TRIM GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK @ MAX 30'-0' O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VIET) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VIER) SHALL NOT EXCEED 30%. 4. ALL WINDOW TRIM: VINYL, MGM INDUSTRIES,'EURO WHITE' -0" 3'-0" '-6" -14" 31-011 -14" 1-6" 31-0" 11-011 R.O. R.O. R. 0. OWN ,7r — I w WATERHEATER a '- � A c 3 / lqI o O FAP -0-2-1 -- M F+i 0 v � � 5 z � MENS P 'ti F a WOM S POOLRINSETIONINSE S TION AP0_ �w�I i _ DASHED LINES INDICATE WALL TILE AT 4'-10" HEIGHT RINSE STATION STRUCTURE- FLOOR PLAN Scale: 1/2" - V-0" SLOPE TO SHOVER DRAIN <2% 1.. I --- 15A IO II s AP1-01 z w V] a '- A c 3 o O M � -- M F+i 0 v � � 5 z � FLI 'ti F a V CD - .to �vv = �w�I 5 N W � - CD CD M _ PRINTED DATE ISSUE/REVISION 07/12/17 POOL REVISIONS rpLTli 0 ° JOY . n.401014074 Sr�kED A«C W �( J Lu Z w a O cc U) Z a Q a Z 0 rw, W EW U)Lu CJ] U) Z �( c J H� O w O COMMISSION NO: 14-063.00 DRAWING NO: AP1-01 e NON-TYP. SAN. LAT. WATER F/L 436.90 MATCH LINE,. SEE„SIgEET C-�8D CONNECTION _ / _ - — — — — — — — — * EASEMENT ��. •'•,j:,.. _..•� / i 2" WATER METER PIV AROUND I / / (WM TO BE 6" GV PUBLIC INFO. I SIZED BY ACSA) sw 1A,�+0o I aw 4" PIPE SADD i 811x 4" TEE 8"x 6" TEE 4" GV 8" GV AS PER ACSA 14+00 ( / 4�� NON-TYPI L ONNECTION INSET \ I POND j CON EC O` -EXIST. \. Exrsr. a D.I. WATER,/ - D.L WATER 8N. INV. 435.50 aw- I x }\ I f" i f I RIPRA ' 23" }+ I m lIIy12" DIT( ( \ Blk Cherry yoomere I O \ 0 - J a c c o SAN. MH I, H=13.53' �I TOP 441.07tL W INV. (H)(IN) 427.74 ` Ill O Q N INV. (OUT) 427.54 2 q �- i BW to °°I 9 8"x6" SEE ` 8+00 U i --B' G VALVE 6" G.VALVE Q / s Z / 8"-11.25' _ BEND tp0 DEDICATED F.HYD� ` (if �ASVE ` J SCO / 1�x EMERGENC 4(1:Y BOX W INV. 433.00 22.5' (KNO�(B X SYSTEM) TO , :� �' -� NO K -INSTALLED PER Q z / DIRECTION OF THE FIRE '' —I W O MARSHALL(TYP) 2 Q LLJ _j �� ��' W > 1a_ / _ O FDC �.. --" W II 8/X6 TEE 1 NON-TYP, U) r16- - t -WATER 8"}45' F.G.VALVE °'Y CONNECTION = W ? I— BE D F. HYD. I— {� Z / ' f 2" WATER V- (/) O / A METER NV. 42E 92 SCOW W PIV ' Q O9 f I ] / 0 100 L - 6" FAL 29.40 I v \ CLUBHOUSE \ � +� � PVC S 2.08% �- / W Tulip POPIor m 65'X 65'I P. I m s I FFE=439 90 v Q INV, OUT= HEAAI.fr Jv^'. 402.02 Lo I / I 6" CD ed maple I NON-TYP. SAN. LAT. J 8" 45* / / 00 WATER F/L 436.90 (n uo CONNECTION maple W— W WI F- 0 Tulip Poplar U ic- ka 8-45 U W < m— — — Z" WATER METER PIV BEND 75+00 B" DI WATER U WU .51 14+00 96 W BW V U sw—t�sW 4 PIPE SADDLE IN - 430.40 a+oo / / Z AS PER ACSA 15+0 tj3tA L — — 3+oo — S — — 1 S / O W atiq� - — 12+00 S 11+00 — — — — _ — — — — — SAN. MH L, H=9.55' I _ v SAM, 45 K, H=18.73 Q � tiN TOP 434.89 -"—rr \ ,/ F TOP 445.23 y. 26.70 INV. (K)(IN) 45333 6"xG.VALVE \ INV. (OUT) 4426:-50 _ 7" t71n W y�Ol/� PAVED WALK - _X \ ( 36,16,•— ,uu poplar W00 B" G.VALVE y \ lk oh- eay 12„ W p " " " " " PA D 2 'DRAINAGE EASEMENT / &G WALK /r------_� Red opla (IST 8 D I SEE INSET BELOW FOR SANITA GUARD-RAIL \ 00 r / '—' LU Nv . 423.501 — n.c 7n zTF ,•TRIPE — k... - \ CN r` SOLID WHITE STRIPE Z CN N CL DASHEDW�{ _ITE STRIPE 41 -1 - i� Q_ Ct• TOP=46.76 W Z INV. OUT=421.11 _ a ® 1 cr N/Fo )IPE 6" PLASTIC PIPE c') "STERLING UNIVERSITY HOUSING" SAN. MH N, H=15.75' .45 INV. IN=441.76 — - _ �_ ZONED: R-15 SANITARY Z TOP 439.51 s Clog �— OL Q MH �ryi-- INV. (L)(IN) 423.96 __ _-"�--_ Q Q Z r - _ p� TOP=434:8 "423.33 --'INV; ((R}T}-¢23, - DASHED WHITE STRIPE ISLAND �"- )�'-- E STRIPE h Po INV IN= _ DASHED WHIT - OO '' 1 423.5(1 i S Q V O W 18" CONC. PIPE CURB S '�--- co INV. IN=421.33 '-�--. w � � o+ N 5th STRCL EET EXTENDED SOLID WHITE STRIPE o 4 tl L — s r — ( (S. R. 6 LLJ — I — — — — NOTE: V9�3..-ICYIDTHRMy--�-- _�31� REFER TO SHEET C-08 FOR THE PROPOSED DASHED y+M1TE ST J UTILITY v-�PUBLIC WATER LINE EASEMENTS RIP, E _ BOX - htsL s e - TO D. C&c CONN C O INXIST. 8" t1. —� SOLS WHITE STRrPE _ y SOLID WHITE STRIPE _. ;r SOUR -- WHITE STRIPE __- C n S.R. 631) 5th STREET EXTENDED ( DASHED WHITE STRIPE g LSANiTARY SEVVER CONNECTION INSET ~'" -- O° N N W C � � 3 O �^ L� a i 2 O N U U ItO Q O Z V U M W /1 CL d N LLI b 10 w n Z M it g o o d o o o v m H 1 W o� IW O Q V li tq LJ of U Q z �_ J LLI U Z Q W W a J W � o d 2 W J cn o ~ w Q w CO J Q Ln o U N ODm p OD N w 6 v Z Y ~ m O w U U O0 v14G 0 ti OD Ao ok ��-m co Jr Q LLI �O �J LLJ0 M M I-QO J Lu co ��� _ M UON Wim ^L O_ Lij N Y A 17 N W HORIZONTAL 20' 10' 0 20' 40' 60 n SCALE T'= 20' - VERTICAL 5' 2.5' 0 5' 10' SCALE 7"= 5' w N � i 450 -------- ----- a - - -----_ --- - -- -- -- ---_ ---- __- ---------------- -- _ _---------__-�_ . __—_ _ __ _. ..__ . _..._-, °° Ir N l +z� > > U-1 450 � = d In M �? N�.— v /yS-• 440 PROPO ED GRADE J � M z ISI ! x Q v a --------- EXIST NG--GRADE---o T j � 430 _ _- 1--110.3- - ----- -- ------ -- �-----__-- ------ -__.- ...----- ------_----- I_ ILas' _s.o' 430 SEWER LINES i �.---- — __—---.,-.-.-- PROPOSED 6" I � PROPOSED 4" PVC SAN � -v- -- -- --- � I I - ---- i CLOBHO�N. FROM I I I —..— __ __-- ----- -- --- -- — -MAINTAIN 3FT MIN... - SE BLDG COVER OVER ALL PVC s r U 1 CLR I -7777-_ CONTRACTOR�TO FIELD VERIFY -THE -Sl - Q �a C J FRDM I 470 420 470 420 PROPOSED 18" RCP i O I P MANHOLE TO MANHOLE, PRIOR NEXT-RUN-OF-SEYJEI�-.--___-_ 10+00 11+00 12+00 13+00 14+00 15+00 va �v v��� a <a I 12+00 13+00 14+00 N N W C � � 3 O �^ L� a i 2 O N U U ItO Q O Z V U M W /1 CL d N LLI b 10 w n Z M it g o o d o o o v m H 1 W o� IW O Q V li tq LJ of U Q z �_ J LLI U Z Q W W a J W � o d 2 W J cn o ~ w Q w CO J Q Ln o U N ODm p OD N w 6 v Z Y ~ m O w U U O0 v14G 0 ti OD Ao ok ��-m co Jr Q LLI �O �J LLJ0 M M I-QO J Lu co ��� _ M UON Wim ^L O_ Lij N Y A 17 N W HORIZONTAL 20' 10' 0 20' 40' 60 n SCALE T'= 20' - VERTICAL 5' 2.5' 0 5' 10' SCALE 7"= 5' w N � i 450 -------- ----- a - - -----_ --- - -- -- -- ---_ ---- __- ---------------- -- _ _---------__-�_ . __—_ _ __ _. ..__ . _..._-, °° Ir N l +z� > > U-1 450 � = d In M �? N�.— v /yS-• 440 PROPO ED GRADE J � M z ISI ! x Q v a --------- EXIST NG--GRADE---o T j � 430 _ _- 1--110.3- - ----- -- ------ -- �-----__-- ------ -__.- ...----- ------_----- I_ ILas' _s.o' 430 SEWER LINES i �.---- — __—---.,-.-.-- PROPOSED 6" I � PROPOSED 4" PVC SAN � -v- -- -- --- � I I - ---- i CLOBHO�N. FROM I I I —..— __ __-- ----- -- --- -- — -MAINTAIN 3FT MIN... - SE BLDG COVER OVER ALL PVC s r U 1 CLR I -7777-_ CONTRACTOR�TO FIELD VERIFY -THE -Sl - Q �a C J FRDM I 470 470 i I I 450nv U-1 — I - I - 450 \ I / za<i � PROPOSED GRADE � M 440 M + ? '' w 440 MAINTAIN 3FT MIN. 430 PROPOSED 15�VtCP SEWER LINES — 430 SANITARY U � V 18"CLR I I I ARIEA�OF F12;L' v PROPOSED] PVC SAN. FROM v<' -REQUIRING ` 'COMPACTION 95%J BLDG �!5 V`a� 420 420 I _ / \ �—�— �- I, �___.. _. 11.00 _----------�------ - --.__. __ _ ---_ _ - _ _ �"\ _ _ _-•,{ .__`" -_ �' �_ _.___ FROM�MANHOOLEOTO MANHOLEYPRHOR GONSTRUGTING THE NEXT RUN OPE OF SEWER -. 400 I I I i 16+00 17+00 18+00 19+00 20+00 mp n ^ � <D rnvj m O d'pj Opp b N� � Y Nd% � N� N � � Me�� dam' Y N N W Z O a v 2 i o i v v � rc 0 z v v "' W ON a a � .o m 10 n Z � o rl o d o o o �i 0 W O -i NII 430 U W CD N =� U Q ELI Z_ C7 U 1-- < W W J W IL Q CL U) W F J LL (n O u- U W J 0 a LEI m Q Lo co N U Lo M �WW� OD Z LEI L;j O W U U 1131A on H�Eli _777-7 o® T h uj O M N W co �N� a Lli tiQo ..1 cn jEd M Orn ��� crcr wpm a O a W N Y Lu HORIZONTAL 20' 10' 0 20' 40' 60 " n SCALE 1"= 20' VERTICAL 5' 2.6' 0 5' 10' 15' U SCALE 1"= 6' w I F w 440-_-•_--—______ — _.__.. _ _ __.__ __ _---- � __ ...__ _. _ _.__-- ___ _-- _--- -- 440 —lam AREA OF FILL- � REQUIRING 95% i COMPACTION MIN,,�COVER.-_- _ — PROPOSED RADE 430I- �__--__- PROPOS D 4" PVC SAN - -^' PROPOSED 8"x6" TEE - ._._._..�. ,PROPOSED 6" -PYG SAN. FROM COM UNITY - . PROPOSED 18" RCP �----BLDG --- -- i _ - Z 420--....._._. .,...420 GROUND CONN CT10N--TO EXIST:_ 8" DI WATER LINE 410 PROPOSED 8" DI WATER LINE 41 0 i 10+00 11+00 12+00 13+00 14+00 15+00 �O NM W G M� NM NpMj N � N� j co O N C-4 : PROPOSED GRADE � 440 �,�s' MINh'6�vER I 440 __.__� - -6 T N P OSED a'- :f � w / PROPOSED 12 RCP � � OS�ND2 1/2-, I --HOR i 430 PROPO B" DI R INE tz ct� � N 430 A1zeA�-0F REQUIRING 95 COMPACTION— PR TEE POSED 8"x6" TO DEEP PROPOSf"D 8" DI WATER —r LINE - w PROPOSED 15" R P / BUFY F.HYD. ' 420 z j EXISTING GROUND W 420 i Q 410 .._. ---- ---_ - -- ------------ -- ---- -------- - ---\ --- - -- ---r--- - ----- -- ---_ _ _ __ -_ _ .-_-- -�---- -- �- --___ -_ _ - I- 410 — 16+00 17+00 18+00 19+00 20+00 N p NO M � O MOI O N p1 a0 O°D NO O N 1p MOf N N - O �p aM �O �°p n �Op x° M N N T � �Op M� M� W.- N � N ' W ` Np Oy N � � t0n O) M � N ' h N N n MM NY MM mxj MM N .} d'Y �M :lIM �M 4M �a a� a� M M � M tM �N �p �M � N NM n M MM M d'Y d'p pY0 : PROPOSED GRADE � 440 �,�s' MINh'6�vER I 440 __.__� - -6 T N P OSED a'- :f � w / PROPOSED 12 RCP � � OS�ND2 1/2-, I --HOR i 430 PROPO B" DI R INE tz ct� � N 430 A1zeA�-0F REQUIRING 95 COMPACTION— PR TEE POSED 8"x6" TO DEEP PROPOSf"D 8" DI WATER —r LINE - w PROPOSED 15" R P / BUFY F.HYD. ' 420 z j EXISTING GROUND W 420 i Q 410 .._. ---- ---_ - -- ------------ -- ---- -------- - ---\ --- - -- ---r--- - ----- -- ---_ _ _ __ -_ _ .-_-- -�---- -- �- --___ -_ _ - I- 410 — 16+00 17+00 18+00 19+00 20+00 N p NO M � O MOI O N p1 a0 O°D NO O N 1p MOf N N - O �p aM �O �°p n �Op x° M N N T � �Op M� M� W.- N � N ' W ` Np Oy N � � t0n O) M � N ' h N N n MM NY MM mxj MM N .} d'Y �M :lIM �M 4M �a a� a� M M � M tM POOL SHOWER - ELECTRICAL SCALE: 1/4" = 1'-0" O -0 C COMPACTOR/RECYCLING - ELECTRICAL SCALE: 1/4" = 1'-0" J A3 00 OUTDO R LOUNG PROVIDE POWER FOR CARD READER WP C-46 5 C-27 PROVIDE POWER FOR CARD READER WPC -15 A YY J 5 6 5 6 5 6 5 6 5 6 5 6 I C-4 4 M00 c50 _� I \/ I C 60,6269 Em 911,13 i ACCESS DOOR, COORDINATE WITH ARCH. C-36 UNISEX BESTIR10 D110 O I I I 4' t DW T T FC�EI'y \ O 118 LOUNGE N 0 c-37 I 7 I RE� C-39 ❑O 1� ❑ b I O iC-29 � 701 I 0 O I I 4'-10" EF 11 POOL TABLE I O CLEARANCE ' IcRo�i>E (58" CUE) '25 OI c 9' POOL ❑ I TABLE C-41 I I I PANEL 'C — (ACCESS DO( y COORDINATE PACKAGE ROOM G-34 108 I II I II EF D u C-57 C-45 Grniur FITNESS 116 �u�Lr C-43 DW C-47 C-49 IC -72 L -- C-30 X00 POOL P 1 JIP _ g PANEL 'P' 12 NEMA 4X r- J Moo OFFICE 106 [SDI FOYER 101 O 4 HP 1 0 0. C-1 C-48 CAR J G; O C-3 II II " I C-19 ROOM CLUBHOUSE - FLOOR PLAN - ELECTRICAL SCALE: 1/4" = V -O" LEASIN _ CENTER 102 1 0 CLOSET FRONT PORCH )E POWER FOR READER GENERAL NOTES: 1. REFER TO MECHANICAL CONNECTION SCHEDULE FOR ADDITIONAL INFORMATION. 2. UNLESS NOTED OTHERWISE, ALL WIRING TO BE #12 AWG. #14 AWG. SHALL BE PERMITTED ON 15 AMPS CIRCUITS WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3, PROVIDE PORCELAIN LAMP SOCKET 10OW A19 LAMP, GFI RECEPTACLE AND A LIGHT SWITCH IN ATTIC ACCESS SPACE. LIGHT SWITCH SHALL BE MOUNTED CLOSE TO ATTIC ACCESS PANEL. EXTEND AND CONNECT TO NEAREST LIGHTING CIRCUIT AVAILABLE. KEY NOTES: LOCATION OF ELECTRICAL SERVICE. COORDINATE EXACT LOCATION REQUIREMENTS WITH POWER COMPANY. Q2 LOCATION OF MAIN FIRE ALARM CONTROL PANEL. ALL CONTROL PANELS LOCATED IN THE RESIDENTIAL BUILDINGS TO BE MONITORED AT THIS LOCATION BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. O JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#10G, O4 INSTALL SWITCH FOR ATTIC LIGHTS AT ENTRANCES TO ATTIC. LIGHTING FIXTURES TO BE SPACED AT A 15' BY 25' PATTERN AND RECEPTACLES TO BE SPACED WITHIN 25' OF EQUIPMENT. O POWER/DATA/AUDIO VISUAL FLOOR BOX, ON GRADE RATED FOR WOOD OR CONCRETE FLOOR, 2 -GANG WITH (1) DUPLEX RECEPTACLE AND (1) DATA/AUDIO VISUAL DEVICE. PROVIDE POWER AS DENOTED BY CIRCUITING ANDND PROVIDE (1)" EC. TO NEAREST ACCESSIBLE CEILING SPACE FOR A/V. WIREMOLD RFB2-OG SERIES WITH DUPLEX RECEPTACLE AND RF82DP COVER AND DATA OR AUDIO VISUAL OUTLETS WITH EITHER RFB22AU RFB2RT, RFB2EXT OR RFB2-AAP AS REQUIRED. COORDINATE DATA/ADUIO VISUAL REQUIREMENTS AND COVER PLATES WITH THE OWNER DURING SUBMITTAL PHASE AND PRIOR TO ANY INSTALLATION OR ROUGH -IN. © CONTRACTOR SHALL FURNISH AND INSTALL FLUSH MOUNTED FLOOR BOX. COORDINATE EXACT LOCATIONS AND FLANGED TYPE WITH ARCHITECT. O7 PROVIDE 120V POWER FOR IGNITER FOR FIREPLACE. ® INSTALL AT HEIGHT OF TELEVISION. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. 0 "KNOX-BOX". COORDINATE EXACT LOCATION AND REQUIREMENTS r HL. DE WEATHERPROOF WHILE IN USE/WET LOCATION LISTEDH. DE WEATHERPROOF WHILE IN USE/WET LOCATION LISTED MOTION SENSOR. 12 CONTRACTOR SHALL FURNISH AND INSTALL A 30 AMP, 2 POLE, DISCONNECT AND CIRCUIT OF 2#10, 1#10G FOR WATER HEATER. A LOCK -OFF CIRCUIT BREAKER MAY BE USED INSTEAD OF A DISCONNECT SWITCH WHERE APPROVED BY THE AUTHORITY HAVIN MECHANICAL EQUIPMENT CONNECTION SCHEDULE EQUIPMENT CIRCUIT CONDUCTORS STARTER/ DISCONNECT AH -1 C-2,4 2#4,1#1 OG, It DIVISION 23 AH -2 w__,worl 2#4,1#1 OG, VIC DIVISION 23 AH -3 C-10,12 2#2,1#8G, 1-1/4"C DIVISION 23 HP -1 C-14,16 2#8,1#1 OG, 3/4"C DIVISION 23 HP -2 C-18,20 u C-57 C-45 Grniur FITNESS 116 �u�Lr C-43 DW C-47 C-49 IC -72 L -- C-30 X00 POOL P 1 JIP _ g PANEL 'P' 12 NEMA 4X r- J Moo OFFICE 106 [SDI FOYER 101 O 4 HP 1 0 0. C-1 C-48 CAR J G; O C-3 II II " I C-19 ROOM CLUBHOUSE - FLOOR PLAN - ELECTRICAL SCALE: 1/4" = V -O" LEASIN _ CENTER 102 1 0 CLOSET FRONT PORCH )E POWER FOR READER GENERAL NOTES: 1. REFER TO MECHANICAL CONNECTION SCHEDULE FOR ADDITIONAL INFORMATION. 2. UNLESS NOTED OTHERWISE, ALL WIRING TO BE #12 AWG. #14 AWG. SHALL BE PERMITTED ON 15 AMPS CIRCUITS WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3, PROVIDE PORCELAIN LAMP SOCKET 10OW A19 LAMP, GFI RECEPTACLE AND A LIGHT SWITCH IN ATTIC ACCESS SPACE. LIGHT SWITCH SHALL BE MOUNTED CLOSE TO ATTIC ACCESS PANEL. EXTEND AND CONNECT TO NEAREST LIGHTING CIRCUIT AVAILABLE. KEY NOTES: LOCATION OF ELECTRICAL SERVICE. COORDINATE EXACT LOCATION REQUIREMENTS WITH POWER COMPANY. Q2 LOCATION OF MAIN FIRE ALARM CONTROL PANEL. ALL CONTROL PANELS LOCATED IN THE RESIDENTIAL BUILDINGS TO BE MONITORED AT THIS LOCATION BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. O JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#10G, O4 INSTALL SWITCH FOR ATTIC LIGHTS AT ENTRANCES TO ATTIC. LIGHTING FIXTURES TO BE SPACED AT A 15' BY 25' PATTERN AND RECEPTACLES TO BE SPACED WITHIN 25' OF EQUIPMENT. O POWER/DATA/AUDIO VISUAL FLOOR BOX, ON GRADE RATED FOR WOOD OR CONCRETE FLOOR, 2 -GANG WITH (1) DUPLEX RECEPTACLE AND (1) DATA/AUDIO VISUAL DEVICE. PROVIDE POWER AS DENOTED BY CIRCUITING ANDND PROVIDE (1)" EC. TO NEAREST ACCESSIBLE CEILING SPACE FOR A/V. WIREMOLD RFB2-OG SERIES WITH DUPLEX RECEPTACLE AND RF82DP COVER AND DATA OR AUDIO VISUAL OUTLETS WITH EITHER RFB22AU RFB2RT, RFB2EXT OR RFB2-AAP AS REQUIRED. COORDINATE DATA/ADUIO VISUAL REQUIREMENTS AND COVER PLATES WITH THE OWNER DURING SUBMITTAL PHASE AND PRIOR TO ANY INSTALLATION OR ROUGH -IN. © CONTRACTOR SHALL FURNISH AND INSTALL FLUSH MOUNTED FLOOR BOX. COORDINATE EXACT LOCATIONS AND FLANGED TYPE WITH ARCHITECT. O7 PROVIDE 120V POWER FOR IGNITER FOR FIREPLACE. ® INSTALL AT HEIGHT OF TELEVISION. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. 0 "KNOX-BOX". COORDINATE EXACT LOCATION AND REQUIREMENTS r HL. DE WEATHERPROOF WHILE IN USE/WET LOCATION LISTEDH. DE WEATHERPROOF WHILE IN USE/WET LOCATION LISTED MOTION SENSOR. 12 CONTRACTOR SHALL FURNISH AND INSTALL A 30 AMP, 2 POLE, DISCONNECT AND CIRCUIT OF 2#10, 1#10G FOR WATER HEATER. A LOCK -OFF CIRCUIT BREAKER MAY BE USED INSTEAD OF A DISCONNECT SWITCH WHERE APPROVED BY THE AUTHORITY HAVIN MECHANICAL EQUIPMENT CONNECTION SCHEDULE EQUIPMENT CIRCUIT CONDUCTORS STARTER/ DISCONNECT AH -1 C-2,4 2#4,1#1 OG, It DIVISION 23 AH -2 C-6,8 2#4,1#1 OG, VIC DIVISION 23 AH -3 C-10,12 2#2,1#8G, 1-1/4"C DIVISION 23 HP -1 C-14,16 2#8,1#1 OG, 3/4"C DIVISION 23 HP -2 C-18,20 2#8,1#1 OG, 3/4"C DIVISION 23 HP -3 C-22,24 2#6,1#1 OG, 3/4"C DIVISION 23 EF -C CIRCUIT WITH LIGHTS 2#12,1#12G, 1/1'C DIVISION 23 EF -D P-2 2#12,1#12G, 1/2-C DIVISION 23 EUH-B P-4 6 2# I IN 1#1 OG, 3/4'C DIVISION 23 EUH-A P-10,12 2#12,1#12G, 3/4'C DIVISION 23 Jordan &Skala Engineers Ons Shackkfortl Goad, suite 200 Narcmss, GA 30093 Va]]0144]-SSO Fa]]014I0-0262 Pmjed Number- 1510336 Drnwn By: 2GT Checked 8y: WRB O65 Z Q H- U U) U) Z O 0 cc O u- 0 W D rn 1n � o � W m 5 � m GSD G N 0 O a w o r a o�-� o V' y H N m O LY x , a� m o ,o 0 a� o PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS O� 7H 0 f i WILLIgM ROSS BUSHES 1dC- No. 4.02055519 .enol /17(1.7 FSS70NAL0`ati i W 7 J EL E -1t 0 O L a r � W 0 > W W Q W o O f W V U Z 0 m J U COMMISSION NO: 14063.00 DRAWING NO: E4-01 c SEE API -01 FOR POOL RINSE STATION STRUCTURE —1N I m mlco _1 mIco <r 301-711 „ '— -- — — — — ---Z"D--�-------- 251_2" _ 31-411 or >' — SEE LANDSCAPE DNGS • TREE NC}� ; I / / SEE_..... .. 3 ._.. _..... _ i I 1 1E FORCT10 x 1 C N TE WITH _ __ . - _I__ _ _ _ -------- L ---- - C N1_S I - -T sTo 1 SEW i ) 1 r--9 :]G r I I I I I ILL G ILL I I I I I� J L----- ---U L -----------I i 301-1T" SLOPE E/1T/ER1OR\ PAT10 Si�ABS' AWAY FRON 5U I LDI G 1114 PER lly \ EQ 3 3 i i i ? \ w 301-1T" SLOPE E/1T/ER1OR\ PAT10 Si�ABS' AWAY FRON 5U I LDI G 1114 PER lly \ EQ I 20'-11" 61-x;311 a ----, -- 3 3 i i i ? I 20'-11" 61-x;311 a ----, -- _._ ......... 3 i � SEE LANDSCAPE pWGS TRENCH+ DRAIN; _.SEE_ ;CI V I L 1DWGS FORONTNECTION TO STORM SEWER (�21_71'II j 23' 31_1�11 1 1 3'-G --o 12' -,7,, 1 EXIT GATE 1�� I Fn _ , f -$ ?, SubmIial Hype Reviewed and Approved by the Community Development Department i' cj?ure, NOTE: SEE AC1-01 S FOR BUILDING SLAB EDGE LOCATION POOL DECK SLAB PLAN Scale: 1/4" = V -a" 0 U cc Z 0 0 LL C D + ROOF ASSEMBLY • ARCHITECTURAL ROOF SHINGLES ROOFING FELT + OSB ROOF DECK + PRE -MANUFACTURED WOOD ROOF TRUSSES 12 V SIDING WALL ASSEMBLY (UL U348): CEMENTITIOUS HORIZONTAL OR SHINGLE SIDING (SEE ELEV'S) • BUILDING WRAP • 1/2" OSB EXTERIOR SHEATHING • 2 x 6 WOOD STUD FRAMING R-15 BATT INSULATION W/ VAPOR BARRIER (R-19 FOR TOTAL ASSEMBLY) • 5/8" GYP BOARD 7 A7-01 RINSE STATION SOUTH ELEV. Scale: 1/4" -1'-O" 12 1X6" FIBER CEMENT TRIM AROUND WINDOW; PROVIDE PRE -FINISHED ALUMINUM FLASHING AT TOP FOR DRAINAGE WAY FROM BLDG. RINSE STATION CORNER DETAIL Scale: 1 1/2" -1'-O" I" X 8" FIDE- CEMENT IBECEMENT TRIr 1" X 6" FIBEF CEMENT TRIr 14" 0 TUSCAN PERMACAS- COLUMN NOTCHED A- �RNER WITN CAP AND BAST EXTERIOF WALL SCONCE ABOVE D00F 1x6" FIBER CEMENT TRIr, AROUND DOOR; PROVIDE PRE -FINISHED ALUMINUM FLASHING AT TOP FOR DRAINAGE WAY FROM BLDG. STRUCTURAL WOOD COLUMN; SEE STRUCTURAL DWGS CONTINUOUS AIR BARRIER INSTALLED PRIOR TO C(OLUMN 14" N TUSCAN PERMACAST COLUMN N07CHED AT CORNER WITH CAP AND BASE CNANUF: HB$G COLUMNS OR EQUAL) COLUMN BASE TAPERED STIMULATED STONE INSTALLED W/ ADHESIVE AT COLUMN BASE BELOW CULTURED STONE SILL CAP BELOW; SLOPE AWAY FROMI COLUMN FOR PLAN DETAIL AT TAPERED SIMULATED STONE (SIMILAR ONLY) RINSE STATION EAST/WEST ELEV. Scale: 1/4" - 1'-0" 6' x:12 - 4 -... .... .... __ OVERHANG 1. ff i � 1 TYP........... PAINTED j i , i DOWNSPOUT RINSE STATION STRUCTURE- ROOF PLAN Scale: 1/2" -1'-O" - - - J I IJIVG YN/ 1/'t FRAME; PAINT TO SLOPE AWAY FROM MATCH SIDING BUILDING RINSE STATION NORTH ELEV. Scale: 1/4" -1'-O" PARTITION ON EXTERIOR MATERIAL SCHEDULE/LEGEND HATCH/KEY MATERIAL BASIS OF DESIGN .PRODUCT/MANUFACTURER BRICK VENEER TRIANGLE BRICK , MODULAR: 3 5/8" x 2 1/4" x 7 5/8", COLOR: CAMBRIDGE --- SIMULATED NATIVE STONE - NATIVE CUSTOM STONE STONE VENEER VENEER -STACKED GRANITE FIBER CEMENT _µ...._., SIDING WITH 6° FACTORY PRIMED t FIELD PAINTED EXPOSURE' CEMENTITIOUS NARDIE SHINGLE 'STAGGERED -EDGE PANEL', SHINGLE SIDING 6" EXPOSURE FIBER CEMENT W/ I X 4 BATTEN STRIPS AT 2'-0" D.C. PANELS BRICK SOLDIERS TRIANGLE BRICK MODULAR: 3 5/8" x 2 1/4" x 7 5/8"1 COLOR: CAMBRIDGE TRIANGLE BRICK MODULAR: 3 5/8" x 2 1/4" x BRICK SILL , 7 5/811, COLOR: CAMBRIDGE ARCHITECTURAL OWENS CORNING OAKRIDGE PRO 30 AR SERIES, ROOFING SHINGLES 'DRIFTWOOD' WINDOW TYPE TAG, TYP. FOR ENTIRE SEE A9-01 FOR SPECIFIC MODEL NUMBERS Q>VERTICAL STACK U.N.O. ELEVATION KEYNOTES/SPECS 1I 6" OGEE PRE -FINISHED ALUMINUM SEAMLESS GUTTER MUSKET BROWN COLOR 4" DIAMETER ROUND PRE -FINISHED ALUMINUM DOWNSPOUT MUSKET BROWN COLOR CEMENTITIOUS 1X 6 CORNERTRIM 4 PRE -FINISHED ALUMINUM CHIMNEY SHROUD - FLAT BLACK ❑5 16" TUSCAN PERMACAST COLUMN BY HB&G OR EQUAL ❑6 EXTERIOR WALL SCONCE ❑7 CEMENTITIOUS CORNICE BOARD CEMENTITIOUS iX4TRIM CEMENTITIOUS 1X6TRIM 10 CEMENTITIOUS 1X8TRIM 11 CEMENTITOUS 1X10TRIM GENERAL NOTES 1. PROVIDE CONTROL JOINTS IN BRICK aQ MAX 30'-0" O.C. CONTROL JOINT COLOR SHALL MATCH MORTAR COLOR 2. ALL VENT PIPING EXTENDING ABOVE ROOF SURFACE SHALL BE PAINTED A COLOR SUCH THAT IT WILL BLEND WITH THE ROOFING MATERIAL COLOR. 3. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. 4. ALL WINDOW TRIM: VINYL, MGM INDUSTRIES, 'EURO WHITE' 3 V 6'_31 SLOPE TO SHOWER DRAIN <2% 11 1 1 1 1 1 DASHED LINES INDICATE WALL TILE AT 4'-10" HEIGHT RINSE STATION STRUCTURE- FLOOR PLAN Scale: 1/2" -1'-O" z 0 U tz I— Z 0 U 0 U- 0 W Jordan & Skala Engineers 4275 Sha(-klefc)td Road, Suite 200 ' Norcros5, GA 30093 Project Number - 1510336 Drawn By: RLB Checked By: PLB ^` ` \ ^` � 01 In Cn Cd CD ( / Cd "o Cn PRINTED DATE ISSUE/REVISION A12-12-16 POOL REVISIONS � NAla CL 0 00 E-1 :D uJ E-1 0 COMMISSION NO: 14-063.00 DRAWING NO: cc LL P4-03 ` Jordan & Skala Engineers 4275 Sha(-klefc)td Road, Suite 200 ' Norcros5, GA 30093 Project Number - 1510336 Drawn By: RLB Checked By: PLB ^` ` \ ^` � 01 In Cn Cd CD Jordan & Skala Engineers 4275 Sha(-klefc)td Road, Suite 200 ' Norcros5, GA 30093 Project Number - 1510336 Drawn By: RLB Checked By: PLB 01 In Cn Cd CD Cd "o Cn PRINTED DATE ISSUE/REVISION A12-12-16 POOL REVISIONS NAla CL 0 00 E-1 :D uJ E-1 0 COMMISSION NO: 14-063.00 DRAWING NO: cc LL P4-03 POOL SHOWER SCALE: 1/4" = 1'-0" - MECHANICAL E4 (ON ROOF),/I` COVER. INLET; WITH .; WIRE ME 24X18 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -E TO OPEN. COMPACTOR/RECYCLING — MECHANICAL SCALE: 1/4" = 1 '-0" FAI 2012 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -D TO OPEN. CLUBHOUSE — FLOOR PLAN — MECHANICAL SCALE: 1/4" = 1'-0" ACCESS DOOR (BY ARCH.), COORDINATE EXACT LOCATION WITH ARCH. PROVIDE WALK WAY TO MECHANICAL SERVICE PLATFORMS (BY ARCH.). go GENERAL NOTES (THIS SHEET ONLY) 1. DUCTWORK ROUTED IN ATTIC. COORDINATE WITH ROOF TRUSSES. TYPICAL. 2. EXACT LOCATIONS OF AIR FLOW DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL RCP AND LIGHTS. KEY MOTES (THIS SHEET ONLY) 0 MOUNT CONDENSING UNITS LEVEL ON EQUIPMENT PADS. PROVIDE CLEARANCES AS REQUIRED BY THE MANUFACTURER FOR PROPER AIRFLOW AND SERVICE. EXHAUST DUCT UP THRU ROOF. TERMINATE AT ROOF CAP, EQUAL TO BROAN MODEL 634. FLASH & SEAL WEATHER TIGHT. 10"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, �--� GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 EXH. UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. MECHANICAL SERVICE PLATFORM IN ATTIC, COORDINATE WITH ARCHITECTURE AND STRUCTURE. Jfffforfan&Skala Engineers 4275 Shacklefor� Kc ad, Suite 2Q0 Norcross, GA 36093 V; {770) 447-5547 F: (77?) 448-0 2ti2 Project Number - 1510336 Drawn By: HJG Checked By: SP n O rr z O U rr O LL 0 W Z) U) S2 } 4 S f M 0 C1 z � H M 0 Q O a � t ' ~ O � Q 11. _ j I yy j} i ✓i r --i � p H 7 W ' ;3 a � � d I r � 0T EF -E f a Cd � o O 4w ' t t W � � r r � , z M I 24X18 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -E TO OPEN. COMPACTOR/RECYCLING — MECHANICAL SCALE: 1/4" = 1 '-0" FAI 2012 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -D TO OPEN. CLUBHOUSE — FLOOR PLAN — MECHANICAL SCALE: 1/4" = 1'-0" ACCESS DOOR (BY ARCH.), COORDINATE EXACT LOCATION WITH ARCH. PROVIDE WALK WAY TO MECHANICAL SERVICE PLATFORMS (BY ARCH.). go GENERAL NOTES (THIS SHEET ONLY) 1. DUCTWORK ROUTED IN ATTIC. COORDINATE WITH ROOF TRUSSES. TYPICAL. 2. EXACT LOCATIONS OF AIR FLOW DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL RCP AND LIGHTS. KEY MOTES (THIS SHEET ONLY) 0 MOUNT CONDENSING UNITS LEVEL ON EQUIPMENT PADS. PROVIDE CLEARANCES AS REQUIRED BY THE MANUFACTURER FOR PROPER AIRFLOW AND SERVICE. EXHAUST DUCT UP THRU ROOF. TERMINATE AT ROOF CAP, EQUAL TO BROAN MODEL 634. FLASH & SEAL WEATHER TIGHT. 10"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, �--� GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 EXH. UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. MECHANICAL SERVICE PLATFORM IN ATTIC, COORDINATE WITH ARCHITECTURE AND STRUCTURE. Jfffforfan&Skala Engineers 4275 Shacklefor� Kc ad, Suite 2Q0 Norcross, GA 36093 V; {770) 447-5547 F: (77?) 448-0 2ti2 Project Number - 1510336 Drawn By: HJG Checked By: SP n O rr z O U rr O LL 0 W Z) U) S2 S f M 0 C1 z � H M 0 Q O a � t F ' ~ O � Q 11. _ j I o j} i ✓i r --i � p H 7 W ' ;3 a � � d I r � i a Cd � o O x s ' t t W � � z M I 24X18 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -E TO OPEN. COMPACTOR/RECYCLING — MECHANICAL SCALE: 1/4" = 1 '-0" FAI 2012 INTAKE LOUVER (MIN. 50% FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -D TO OPEN. CLUBHOUSE — FLOOR PLAN — MECHANICAL SCALE: 1/4" = 1'-0" ACCESS DOOR (BY ARCH.), COORDINATE EXACT LOCATION WITH ARCH. PROVIDE WALK WAY TO MECHANICAL SERVICE PLATFORMS (BY ARCH.). go GENERAL NOTES (THIS SHEET ONLY) 1. DUCTWORK ROUTED IN ATTIC. COORDINATE WITH ROOF TRUSSES. TYPICAL. 2. EXACT LOCATIONS OF AIR FLOW DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL RCP AND LIGHTS. KEY MOTES (THIS SHEET ONLY) 0 MOUNT CONDENSING UNITS LEVEL ON EQUIPMENT PADS. PROVIDE CLEARANCES AS REQUIRED BY THE MANUFACTURER FOR PROPER AIRFLOW AND SERVICE. EXHAUST DUCT UP THRU ROOF. TERMINATE AT ROOF CAP, EQUAL TO BROAN MODEL 634. FLASH & SEAL WEATHER TIGHT. 10"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, �--� GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. 12"0 EXH. UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. MECHANICAL SERVICE PLATFORM IN ATTIC, COORDINATE WITH ARCHITECTURE AND STRUCTURE. Jfffforfan&Skala Engineers 4275 Shacklefor� Kc ad, Suite 2Q0 Norcross, GA 36093 V; {770) 447-5547 F: (77?) 448-0 2ti2 Project Number - 1510336 Drawn By: HJG Checked By: SP n O rr z O U rr O LL 0 W Z) U) S2 M 0 C1 z H M 0 Q O a � Cn o x ~ O � Q W (� � o r --i � p H W ' a � � d a Cd � o O .Cd o � F W W � � z M h PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 07/07/17 POOL DECK REVISIONS T ��1 O Q DON LD fri,EFIiELD g 0. �� 7 Ntkl.± 2 U C� 1 Z a J O OLLQ J H O Emmmmq > F- < W [� O U � � W U U) O � J U COMMISSION NO: 14-063.00 DRAWING NO: M4-01 w Q POOL SHOWER - ELECTRICAL SCALE: 1/4" = 1'-0" /3\ COMPACTOR/RECYCLING - ELECTRICAL SCALE: 1/4" = l' -O" CLUBHOUSE - FLOOR PLAN - ELECTRICAL SCALE: 1/4 = 1'-0" 7 GENERAL NOTES: 1. REFER TO MECHANICAL CONNECTION SCHEDULE FOR ADDITIONAL INFORMATION. 2. UNLESS NOTED OTHERWISE, ALL WIRING TO BE #12 AWG. #14 AWG. SHALL BE PERMITTED ON 15 AMPS CIRCUITS WHERE APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE PORCELAIN LAMP SOCKET 10OW A19 LAMP, GF) RECEPTACLE AND A LIGHT SWITCH IN ATTIC ACCESS SPACE. LIGHT SWITCH SHALL BE MOUNTED CLOSE TO ATTIC ACCESS PANEL. EXTEND AND CONNECT TO NEAREST LIGHTING CIRCUIT AVAILABLE. KEY NOTES: 01 LOCATION OF ELECTRICAL SERVICE. COORDINATE EXACT LOCATION REQUIREMENTS WITH POWER COMPANY. O LOCATION OF MAIN FIRE ALARM CONTROL PANEL. ALL CONTROL PANELS LOCATED IN THE RESIDENTIAL BUILDINGS TO BE MONITORED AT THIS LOCATION BY AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NEPA 72. O JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#10G. �4 INSTALL SWITCH FOR ATTIC LIGHTS AT ENTRANCES TO ATTIC. LIGHTING FIXTURES TO BE SPACED AT A 15' BY 25' PATTERN AND RECEPTACLES TO BE SPACED WITHIN 25' OF EQUIPMENT. O POWER/DATA/AUDIO VISUAL FLOOR BOX, ON GRADE RATED FOR WOOD OR CONCRETE FLOOR, 2 -GANG WITH (1) DUPLEX RECEPTACLE AND (1) DATA/AUDIO VISUAL DEVICE. PROVIDE POWER AS DENOTED BY CIRCUITING ANDND PROVIDE (1)" E.C. TO NEAREST ACCESSIBLE CEILING SPACE FOR A/V. WIREMOLD RFB2-OG SERIES WITH DUPLEX RECEPTACLE AND RFB2DP COVER AND DATA OR AUDIO VISUAL OUTLETS WITH EITHER RFB22AB, RF82RT, RFB2EXT OR RFB2-AAP AS REQUIRED. COORDINATE DATA/ADU10 VISUAL REQUIREMENTS AND COVER PLATES WITH THE OWNER DURING SUBMITTAL PHASE AND PRIOR TO ANY INSTALLATION OR ROUGH -IN. �6 CONTRACTOR SHALL FURNISH AND INSTALL FLUSH MOUNTED FLOOR BOX. COORDINATE EXACT LOCATIONS AND FLANGED TYPE WITH ARCHITECT. 70 PROVIDE 120V POWER FOR IGNITER FOR FIREPLACE. �8 INSTALL AT HEIGHT OF TELEVISION. COORDINATE EXACT LOCATION WITH OWNER/ARCHITECT. % 'KNOX-BOX . COORDINATE EXACT LOCATION AND REQUIREMENTS WITH FIRE MARSHALL. 10 PROVIDE WEATHERPROOF WHILE IN USE/NET LOCATION LISTED SWITCH. 11 PROVIDE WEATHERPROOF WHILE IN USE/WET LOCATION LISTED MOTION SENSOR. 12 CONTRACTOR SHALL FURNISH AND INSTALL A 30 AMP, 2 POLE, DISCONNECT AND CIRCUIT OF 2#10, 1#10G FOR WATER HEATER. A LOCK -OFF CIRCUIT BREAKER MAY BE USED INSTEAD OF A DISCONNECT SWITCH WHERE APPROVED BY THE AUTHORITY HAVIN MECHANICAL EQUIPMENT CONNECTION SCHEDULE EQUIPMENT CIRCUIT CONDUCTORS STARTER/ DISCONNECT AH -1 C-2,4 2#4, 1#10G, 1"C DIVISION 23 AH -2 C-6,8 2#4, 1#10G, 1"C DIVISION 23 AH -3 C-10,12 2#2, 1#8G,1 -1/4"C DIVISION 23 HP -1 C-14,16 2#8, 1#10G, 3/4"C DIVISION 23 HP -2 C-18,20 2#8, 1#10G, 3/4"C DIVISION 23 HP -3 C-22,24 2#6, 1#10G, 3/4"C DIVISION 23 EF -C CIRCUIT WITH LIGHTS 2#12, 1#12G, 1/2"C DIVISION 23 EF -D P-2 2#12, 1#12G, 1/2"C DIVISION 23 EUH-B P-4,6 2#10, 1#10G, 3/4"C DIVISION 23 EUH-A P-10,12 2#12, 1#12G, 3/4"C DIVISION 23 Jordan & Skala Engineers 4275 Shackleiord Road, Suite 200-� Norcross, GA :3009 V: (770) 447-5547 F: (770) 448-0262 Project Number - 1510336 Drawn By: ZGT Checked By: WRB O l- F- z O Cr O LL 0 W 0 z W 0 W Q MUl a 0 0 O Cn � 0 i � oCd Q cn CUCU *� o o � F p z Cn r PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS 110, 0�1~ r� WILLIAM �Si�I Lic. No. 4.02055519 U C� w E---1 W I, z W Q J Cc 0 0 0F ­i > v W W Q W H � �...4 �l 0 L 134 U C� UJ U C/) 0 m r .� U COMMISSION NO: 14-063,00 I DRAWING NO: w E4-01 Q 4 5 4. z 0 C/) z 0 0 cC 0 LL 0 LU U) 07 z (D U C4C-di CU 0 r.. Cd 4-J �D 4-J 4.1 E r4 r1ri 44 Ct PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS 0 WILLIAM ROSS BUSfq Lic. No. 4,02055519 �StstA E­i Cn > E-1 Cn Ui COMMISSION NO: 14-063.00 DRAWING NO: E6-02 PANELBOARD SCHEDULE - ficif PANELBOARDSCHEDULE - 171 MAIN: 400A MOB VOLTAGE: 240/120 TPHASE: 1TWIRE: 3 MOUNTING: SURFACE AIC: MAIN: 150A MOB VOL AWE 240/120 TTHTSE: �1 WIRE: 3 MOUNTING: SURFACE AIC: CKT TRIP LOAD (KVA) PHASE LOAD (KVA) TRIP CKT CKT TRIP RIP 'P LOAD (KVA) SE LOAD (KVA) TRIP CKT # POLE DESCRIPTION LTG REC MTW AIC7 HTG7 KIT" MISC LTG REG I MTk` A/C HTG7 KITIMISCI DESCIRIF1 ION POLE # # POLE DESCRIPTION L LTG REG MTR� Ale HTe K 17 MISE f B LTG I REG MTk' A/Cl HTG" KIT I MISC DESCRIPTION POLE # 1 2011 REC. FOYER 0.5 0.5 4.8� 1 JAH-1 6012 2 PO 911 IL 1 9-0/1 REC, POOL EQUIP. ROOM -0 L 1.0 1.0 EF -D 2011 2 3 20/1 REG. LEASING CENTER 0.7 0.5 4.8 4 7 20/2 5 2011 REC. LEASING CENTER 0.7 0.5 4.8 AH -2 60/2 6 5 20/1 POOL SHOWERS 1.0 6 7 20/1 REC. FITNESS CENTER 1.1 0.5 4.8 8 7 30/2 SHOWER WATER HEATER 2.3 9 20/1 FITNESS EQUIPMENT 0,5 0.7- 7.1 AH -3 90/2 10 9 23 1.0 EUH-A 20/2 5 10 11 20/1 FITNESS EQUIPMENT 0.5 0.7 7.1 1— 12 11 SPACE 1.0 12 13 20/1 FITNESS EQUIPMENT 0.5 10 HP -1 35/2 14 13 SPACE SPACE 14 15 2011 GROUP FITNESS 0.7 , 2,0 16 0 17 20/1 REC. OFFICE 0.7 2.0 HP -2 35/2 18 17 SPACE SPACE 13 19 20/1 REC. OFFICE 0.7 1 1 1 2.0 20 19 SPACE SPACE 20 21 20/1 REC, MEETING ROOM 0.7 1 33 HP -3 50/2 22 21 SPACE 22 23 20/1 REC. LOUNGE/GAME 0.7 3.3 24 -SPACE 23 SPACE SPACE 24 25 20/1 REC. POOL/GAME 0.7 2.3 WATER HEATER 30/2 26 LIGHTING (KVA): 2.0 2.0 1.0 t 0,0� 1 0,0 0.0 O�O 4,5 0.0 1 2.0 10,0 5.2+0.0 0.0 CONNECTED LOAD (KVA): 143 27 20/1 REC, LOUNGE 0.7 2,3 --- 28 RIECEP-DACLES (KVA): to -0,0 DEMAND LOAD (KVA): 14.7 29 20/1 REC. LOUNGE 0.5 1.0 HWRP- 1 20/1 30 MOTORS (KVA): 2.0 PHASE A 7.9 65.4 31 2x11 REC, COUNTERTOP 0.4 0.2 REC. JANITOR ROOM 12011 `2 A/C {KVA): 0.0 E B PHASE 6.9 57.1 CONNECTED LOAD (AMPS): CONNE 613 33 20/1 REC. COUNTERTOP 0.4 0.2 REC. PACKAG'E ROOM 2011 34 HEATING (KVA): 5.2 KVA I AMPS DEMAND LOAD (AMPS): 61.3 35 20/1 DISHWASHER 0.5 O.4 REC. RESTROOM 20/1 36 KiTCHEN (KVA): 0,0 37 20/1 REG. COUNTERTOP 0.4 0.5 POWER TO FIREPLACE 2011 38 MISCELLANEOUS (KVA): 4.5 AMPACITY REQUIRED: 63. 3 39 20/1 REFRIGERATOR 0.5 0.5 POWER TO FIREPLACE '1/0/] 40 NOTE! BREAKERS PROTECTING MUL TII-WIRE BRANCH CIRCUITS SHALL BE F71ELD-EQUIPPED WITH A MANUALLY OPERATED HANDLE -T IE DEVICE TO ENSURE THAT ALL UNGROUNDED 41 20/ TTREC. CAME ROOM 0.5 SPACE 42 CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. SECTION 2 SECTION 2 43 20/1 REC. RESTROOM DA 0.5 POWER TO CAIRD READER 2011 44 45 20/1 DRINKING FOUNTAIN 0.5 0.5 POWER TO CARD READER 2011 46 47 20/1 REFRIGERATOR 0.5 0.5 POWER TO CARD READER 20/1 48 49 2011 REG.. COUNTERTOP- 0.5 0.5 MOTOR OPERATED DAMPER 20/1 50 51 1 20/1 IREC. BREAK RM/ PACKAGER 0.4 0,5 MOTOR OPERATED DAMPER 220/1 52 53 1 2011 REC. FRONT PORCH 0.5 1.0 LIGHTS EXTERIOR 20/1 54 55 20/1 REC, POOL PORCH 0.5 i.0 LIGHTS EXTERIOR 20/1 56 57 20/1 REC, EXTERIOR 0.2 0.5 CEILING FANS EXTERIOR 20/1 58 59 2011 CEILING FANS FITNESS 0.5 0.5 FITNESS EQUIPMENT 20/1 60 FEYNESS 61 210/ 1 CEILING FANS F17 63 2011 CEILING FANS FITNESS 0.5 1 1 0.5 0.5 FITNESS EQUIPMENT FITNESS EQUIPMENT I 2011 I 20/ 1 62 64 A 4 65 20/1 LIGHTS FITNESS 1.0 0.5 T LIGHTS LOUNGE 20/11 6 6 C L_ t L 37 20/1 LIGHTS ENTRANC'/KITCH'-N 1.0 0.5 ICE MAKER 20/1 69 69 2011 LIGHTS LEASING CENTER 1'0 OA REC. LEASE BAR 2011 70 71 2011 LIGHTS RESTROOM I'D 0.5 DISHWASHER 20/1 72 73 20/1 LIGHTS RESTROOM 1.0 I ISPACE 74 75 20/1 LIGHTS OFFICES TO SPACE 76 77 20/1 LIGHTS BREAKROOM 1.0 SPACE 73 20/1 INTS GAME ROOM 1.0 1 1 SPACE 80 8-1 1 20/1 ILIGHTS LOUNGE SPACE 82 83 20,11 LIGHTS LOUNGE LO HO 0.8 LIGHTS S! T E 20/1 84 LIGHTING (KVA). 133 10.0 1 16.3 .0 - 1 1,5 0.0 0.0 -0.0 33 1 7A 19 1 14A 1 33A 10.0 1 5.5 CONNECTED LOAD (KVA).- 95A RECEPTACLES (KVA): 23.4 DEMAND LOAD (KVA)- 88.7 MOTORS (KVA): 5.4 PHASE A 46.9 390.7 A/C (KVA): 14.4 PHASE B 48.5 404.2 CONNECTED LOAD (AMPS): 397.4 HEATING (KVA): 33.4 KVA I AMPS DEMAND LOAD (AMPS): 369,6 KITCHEN (KVA).- 0,0 MISCELLANEOUS (KVA): 5,5 AMPACITY REQUIRED: 383A NOTE! BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15., n Jordan & Skala Engineers Jorda 7_ Shackleford Road, Suite 200 5 s Norcross, GA ' 0093 V: (770) 447-5,547 F: f.770) 448-0262 Project Number - 1510336 Drawn By: ZOT Checked By: WRB 4 5 4. z 0 C/) z 0 0 cC 0 LL 0 LU U) 07 z (D U C4C-di CU 0 r.. Cd 4-J �D 4-J 4.1 E r4 r1ri 44 Ct PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS 0 WILLIAM ROSS BUSfq Lic. No. 4,02055519 �StstA E­i Cn > E-1 Cn Ui COMMISSION NO: 14-063.00 DRAWING NO: E6-02 4. z 0 C/) z 0 0 cC 0 LL 0 LU U) 07 z (D U C4C-di CU 0 r.. Cd 4-J �D 4-J 4.1 E r4 r1ri 44 Ct PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS 0 WILLIAM ROSS BUSfq Lic. No. 4,02055519 �StstA E­i Cn > E-1 Cn Ui COMMISSION NO: 14-063.00 DRAWING NO: E6-02 z (D U C4C-di CU 0 r.. Cd 4-J �D 4-J 4.1 E r4 r1ri 44 Ct PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS 0 WILLIAM ROSS BUSfq Lic. 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'�- ,,�. 12+00 13+00 14+00 4"i1 W 1 ' LIJ i7 1# •” i t: LL Lu w 0 CL s LIJ LL Lu 0 CL CL i w w Lij Z CO 5 §...+ 5iJ C CL 01 UJ to to W r N� G.B. 04 LLI s LLJ -j N q� Lil a d Lij Z CO 0 UJ CL LL 0 ; $��.9 d�..i z 0 U z O U O LL W 7 U U 1 PANELBOARD SCHEDULE - PANELBOARD SCHEDULE - "C" MAIN: 150A MCB VOLTAGE: 240/120 PHASE: 1 WIRE:3 MOUNTING: SURFACE AIC: W m CKT TRIP # POLE DESCRIPTION LOAD KVA PHAS LTG REC MTR A/C HTG KIT MISC A B MAIN: 400A MCB MISC DESCRIPTION TRIP CKT POLE # VOLTAGE: 240/120 PHASE:1 WIRE:3 MOUNTING: SURFACE AIC: EFD 20/1 2 1.6 EUH-B 20/2 4 CKT TRIP POOL SHOWERS 1.0 LOAD (KVA) PNASE LOAD (KVA) 6 TRIP CKT Z3ON J v 9 # POLE DESCRIPTION LTG REC MTR A/C HTG KIT MISC A B LTG REC MTR A/C HTG KIT MISC DESCRIPTION POLE # 12 13 SPACE � I--� M 1 20/1 REG FOYER 0.5 C 0.5 4.8 AH -1 60/2 2 17 SPACE 12-18-15 SPACE 18 19 3 20/1 REC. LEASING CENTER 10-05-16 0.7 SPACE 03-23-17 0.5 4.8 --- -- 4 SPACE POOL DECK REVISIONS 22 23 SPACE SPACE 5 20/1 REC LEASING CENTER 24 0.7 20 2.0 1.0 0.0 QO 0.0 0.0 4.5 0.0 0.0 2.0 0.0 0.5 4.8 AH -2 60/2 6 KVA. 1.0 DEMAND LOAD KVA. 14.7 MOTORS VA : 20 7 20/1 REC. FITNESS CENTER 1.1 0.5 4.8 --- -- 8 CONNECTED LOAD AMPS : 61.3 HEATING KVA : 5.2 KVA AMPS 9 20/1 FITNESS EQUIPMENT DEMAND LOAD (AMPS): 0.5 61.3 KITCHEN (KVA): 0.7 7.1 AH -3 90/2 10 MISCELLANEOUS KVA: 4.5 No. 4Q2055519 AMPACITY REQUIRED: 5 NOTE: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. 11 20/1 FITNESS EQUIPMENT 0.5 0.7 7.1 --- -- 12 W I� 13 20/1 FITNESS EQUIPMENT 0.5 2.0 HP -1 35/2 14 Q�, a a cn '~ 15 20/1 GROUP FITNESS J 0.7 � 2.0 --- -- 16 Ts � � C/) 17 20/1 REC. OFFICE 0.7 2.0 HP -2 35/2 18 U~ 19 20/1 REC. OFFICE W 0.7 J 2.0 --- -- 20 COMMISSION NO: 14-063.00 DRAWING NO: E6-02 21 20/1 REC. MEETING ROOM a 0 0.7 3.3 HP -3 50/2 22 23 20/1 REC. LOUNGE/GAME 0.7 3.3 --- -- 24 25 20/1 REG POOL/GAME 0.7 2.3 WATER HEATER 30/2 26 27 20/1 REG LOUNGE 0.7 2.3 --- -- 28 29 20/1 REG LOUNGE 0.5 1.0 HWRP-1 20/1 30 31 20/1 REC. COUNTERTOP 0.4 Q2 REC. JANITOR ROOM 20/1 32 9.6 KITCHEN (KVA): QO 33 20/1 REQ COUNTERTOP 0.4 0.2 (KVA): 65 REC. PACKAGE ROOM 27/1 34 AMPACITY REQUIRED: 383.4 NOTE: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. 35 20/1 DISHWASHER 0.5 Q4 REC. RESTROOM 20/1 36 37 20/7 REG COUNTERTOP 0.4 0.5 POWER TO FIREPLACE 20/1 38 39 20/1 REFRIGERATOR 0.5 0.5 POWER TO FIREPLACE 20/1 40 41 20/1 REC. GAME ROOM 0.5 SPACE 42 SECTION 2 SECTION 2 43 20/1 REC. RESTROOM 0.4 0.5 POWER TO CARD READER 20/1 44 45 20/1 DRINKING FOUNTAIN 0.5 0.5 POWER TO CARD READER 20/1 46 47 20/1 REFRIGERATOR 0.5 0.5 POWER TO CARD READER 20/1 48 49 20/1 REG COUNTERTOP 0.5 0.5 MOTOR OPERATED DAMPER 20/1 50 51 20/1 REG BREAK RM/ PACKAGE R 0.4 0.5 MOTOR OPERATED DAMPER 20/1 52 53 20/1 REC. FRONT PORCH 0.5 1.0 LIGHTS EXTERIOR 20/1 54 55 20/1 REC. POOL PORCH 0.5 1.0 LIGHTS EXTERIOR 20/1 56 57 20/1 REC. EXTERIOR 0.2 0.5 CEILING FANS EXTERIOR 20/1 58 9 20/1 CEILING FANS FITNESS QS 0.5 FITNESS EQUIPMENT 20/1 60 fit 20/1 CEILING FANS FITNESS 63 20/1 CEILING FANS FITNESS 0.5 0.5 0.5 0.5 FITNESS EQUIPMENT FITNESS EQUIPMENT 20/1 __Y11 62 64 65 20/1 LIGHTS FITNESS 1.0 0.5 LIGHTS LOUNGE 20/1 66 67 20/1 LIGHTS ENTRANCE/KITCHEN 1.0 QS ICE MAKER 20/1 68 � 20/1 LIGHTS LEASING CENTER 1.0 Q4 REC. LEASE BAR 20/1 70 71 20/1 LIGHTS RESTROOM 1.0 QS DISHWASHER 20/1 72 73 20/1 LIGHTS RESTROOM 1.0 SPACE 74 75 20/1 LIGHTS OFFICES 1.0 SPACE 76 77 20/1 LIGHTS BREAKROOM 1.0 SPACE 78 79 20/1 LIGHTS GAME ROOM 1.0 SPACE 80 81 20/1 LIGHTS LOUNGE 1.0 SPACE 82 83 20/1 LIGHTS LOUNGE 1.0 0.8 LIGHTS SITE 20/1 84 LIGHTING (KVA): 13.3 10.0 16.3 1.5 0.0 0.0 0.0 0.0 3.3 7.1 3.9 14.4 33.4 0.0 5.5 CONNECTED LOAD (KVA): 95.4 RECEPTACLES (KVA): 23.4 DEMAND LOAD (KVA): 88.7 MOTORS (KVA): 64 PHASE A 46.9 390.7 A/C (KVA): 14.4 PHASE B 48.5 404.2 CONNECTED LOAD (AMPS): 397.4 HEATING (KVA): 33.4 KVA AMPS DEMAND LOAD (AMPS): 36 Jordan &Skala Engineers 42]5 SFackleloM _d, Suite 200 Norcross, G 30093 N. 17'. N7 -%O i; ,=) 4.a-0 2 PrOjeci N9mher-1510336 Dmwa By: 7RT Checked By: WRB z 0 U z O U O LL W 7 U U 1 PANELBOARD SCHEDULE - "P" MAIN: 150A MCB VOLTAGE: 240/120 PHASE: 1 WIRE:3 MOUNTING: SURFACE AIC: W m CKT TRIP # POLE DESCRIPTION LOAD KVA PHAS LTG REC MTR A/C HTG KIT MISC A B LOAD (KVA) LTG REC MTR A/C HTG KIT MISC DESCRIPTION TRIP CKT POLE # 1 20/1 AEC. POOL EQUIP. ROOM 1.0 L0 EFD 20/1 2 1.6 EUH-B 20/2 4 5 20/1 POOL SHOWERS 1.0 1.6 6 7 30/2 SHOWER WATER HEATER Z3ON J v 9 23 1.0 EUH-A 20/2 10 11 SPACE 1.0 12 13 SPACE � I--� M SPACE 14 C PRINTED A ISSUE/REVISION 1 17 SPACE 12-18-15 SPACE 18 19 SPACE 10-05-16 ASI #3 SPACE 03-23-17 20En 21 SPACE ASI #5 SPACE POOL DECK REVISIONS 22 23 SPACE SPACE 24 LIGHTING KVA: 20 2.0 1.0 0.0 QO 0.0 0.0 4.5 0.0 0.0 2.0 0.0 5.2 0.0 0.0 CONNECTED LOAD KVA: 14.7 RECEPTACLES KVA. 1.0 DEMAND LOAD KVA. 14.7 MOTORS VA : 20 PHASE A 7.9 65.4 A/C KVA : 0.0 PHASE B 6.9 57.1 CONNECTED LOAD AMPS : 61.3 HEATING KVA : 5.2 KVA AMPS DEMAND LOAD (AMPS): 61.3 KITCHEN (KVA): 0.0 �N ON TyO.� i 2� X"Ei.L1M ROSS BUSH MISCELLANEOUS KVA: 4.5 No. 4Q2055519 AMPACITY REQUIRED: 63.3 NOTE: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. V J z W I� F� Q�, a a cn '~ J W W � w H 0 W O a U � � C/) v U U~ W J W COMMISSION NO: 14-063.00 DRAWING NO: E6-02 a 0 9.6 KITCHEN (KVA): QO MISCELLANEOUS (KVA): 65 AMPACITY REQUIRED: 383.4 NOTE: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. z 0 U z O U O LL W 7 U U 1 PANELBOARD SCHEDULE - "P" MAIN: 150A MCB VOLTAGE: 240/120 PHASE: 1 WIRE:3 MOUNTING: SURFACE AIC: W m CKT TRIP # POLE DESCRIPTION LOAD KVA PHAS LTG REC MTR A/C HTG KIT MISC A B LOAD (KVA) LTG REC MTR A/C HTG KIT MISC DESCRIPTION TRIP CKT POLE # 1 20/1 AEC. POOL EQUIP. ROOM 1.0 L0 EFD 20/1 2 1.6 EUH-B 20/2 4 5 20/1 POOL SHOWERS 1.0 1.6 6 7 30/2 SHOWER WATER HEATER Z3ON J v 9 23 1.0 EUH-A 20/2 10 11 SPACE 1.0 12 13 SPACE � I--� M SPACE 14 C PRINTED A ISSUE/REVISION 1 17 SPACE 12-18-15 SPACE 18 19 SPACE 10-05-16 ASI #3 SPACE 03-23-17 20En 21 SPACE ASI #5 SPACE POOL DECK REVISIONS 22 23 SPACE SPACE 24 LIGHTING KVA: 20 2.0 1.0 0.0 QO 0.0 0.0 4.5 0.0 0.0 2.0 0.0 5.2 0.0 0.0 CONNECTED LOAD KVA: 14.7 RECEPTACLES KVA. 1.0 DEMAND LOAD KVA. 14.7 MOTORS VA : 20 PHASE A 7.9 65.4 A/C KVA : 0.0 PHASE B 6.9 57.1 CONNECTED LOAD AMPS : 61.3 HEATING KVA : 5.2 KVA AMPS DEMAND LOAD (AMPS): 61.3 KITCHEN (KVA): 0.0 �N ON TyO.� i 2� X"Ei.L1M ROSS BUSH MISCELLANEOUS KVA: 4.5 No. 4Q2055519 AMPACITY REQUIRED: 63.3 NOTE: BREAKERS PROTECTING MULTI -WIRE BRANCH CIRCUITS SHALL BE FIELD -EQUIPPED WITH A MANUALLY OPERATED HANDLE -TIE DEVICE TO ENSURE THAT ALL UNGROUNDED CONDUCTORS ARE SIMULTANEOUSLY DISCONNECTED PER NEC 240.15. z 0 U z O U O LL W 7 U U 1 z H W m Q O y Pi M S ro O O -bA O i ±+ �o O r a P4 � V' m W t\ v 'o o J v �O 5 a O � I--� M PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 03-23-17 ASI #4 06-08-17 ASI #5 07/07/17 POOL DECK REVISIONS �N ON TyO.� i 2� X"Ei.L1M ROSS BUSH No. 4Q2055519 SSS/ONALENOA�� V J z W I� F� Q�, a a cn '~ J W W � w H 0 W O a U � � C/) v U U~ W J W COMMISSION NO: 14-063.00 DRAWING NO: E6-02 a 0 POOL SHOWER MECHANICAL SCALE: 1/4" = 1'-O (ON ROOF) COVER INLET WITH' 6 I o L WIRE MESH, .. ..1 m L—If _0 Ilww I II F0<1 I II o I II I 1j1 II 1 l 3P O � o OHP O 24X18 INTAKE LOUVER (MIN. ❑ 507 FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -E TO OPEN. COMPACTOR/RECYCLING — MECHANICAL SCALE: 1/4" = 1'-0" 00 rl 0 OUTDO R LOUNU CO O 00 LOUNGE 119 ACCESS DOOR (BY ARCH.), COORDINATE EXACT LOCATION WITH ARCH. PROVIDE WALK WAY TO MECHANICAL SERVICE EF PLATFORMS (BY ARCH.). C OZDKZO y _F- 4"0 0z_/1 lz -1� - UNISE;: - AH - I\/I u A 1 L 3 3 V/I L U EF To G t I I 185 f OHM { 6) _� .,�.. -I GROUP FITNESS 116 HUB DWGS FOR r\190 ON L 12X8 (TYP. 2) FOYER It PACKAGE III ROOM 108 1 II II 0 S(B ELOW CEILING) COVER INLFT WITH El -WIRE MESH POOL Q5 NPME T FL] A g EF -D( (TYR, 6) \ O 0 OFFICE n 06 24X12 INTAKE LOUVER (MIN. 509 FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -D TO OPEN. 1-2 78 - (TYR 2; CLUBHOUSE — FLOOR PLAN — MECHANICAL SCALE: 1/4" = 1'-0" OFFICE 04 I GENERAL NOTES (THIS SHEET ONLY) 1. DUCTWORK ROUTED IN ATTIC. COORDINATE WITH ROOF TRUSSES. TYPICAL. 2. EXACT LOCATIONS OF AIR FLOW DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL RCP AND LIGHTS. KEY NOTES (THIS SHEET ONLY) Oj MOUNT CONDENSING UNITS LEVEL ON EQUIPMENT PADS. PROVIDE CLEARANCES AS REQUIRED BY THE MANUFACTURER FOR PROPER AIRFLOW AND SERVICE. O EXHAUST DUCT UP THRU ROOF. TERMINATE AT ROOF CAP, EQUAL TO BREAK MODEL 634. FLASH & SEAL WEATHER TIGHT. O10"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FOR (THROAT AREA. 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. O12"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. O 12"0 EXH. UP THRU ROOF WITH ROOF CAP AND ROOF CURB, o o� GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: HP O 12X12 AND CURB CAP: 18X18) OR EQUAL. o a O MECHANICAL SERVICE PLATFORM IN ATTIC, COORDINATE WITH ARCHITECTURE AND STRUCTURE. FITNESS CENTER \\/ 113 Oe s 12X8 � (TYP. 4) +') I D' 80 12X8 CLOSET 2) FRONT PORCH 0 0 Jordan &Skala Engineers ans snaa;krom xo,a, scare zao Nacmss, Gn 30093 V:1]J01 I0]-550] 4:1)]01008-0363 Project Number- 1510336 Drevm By: H1G Checked By: SP Z O U H- z 0 0 U Q O IL 0 Lu Z) 1n 1n A � 40 3X6 -'� " 5 H 14"0 ��t22too \ EF 46'0 L� 12X8 O 40 m � S o (� – T -m HM 0 v o 14"0C (TYP. 2) M - oxo -�W B4 x o C)�- o I - EYP. 2p W �v� o J o - ri � o 9' POOL 22X1a — } TABLE y AH —� ACCESS DOOR (BY ARCH.), MVD Flo MVD s o 2 M COORDINATE COORDINATE EXACT _ LOCATION WITH ARCH, e. --.-- - L - - PROVIDE WALK WAY TO \ / �- 12n P MOD / \ DATE ISSUE/REVISION - - - - - - - --MECFMICAL-SERVICE ) 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT PLATFORMS (BY ARCH.). 10-05-16 ASI #3 07/07/17 POOL DECK REVISIONS U 11 A L (TYP. 3) _ MOD `L 18x12 It PACKAGE III ROOM 108 1 II II 0 S(B ELOW CEILING) COVER INLFT WITH El -WIRE MESH POOL Q5 NPME T FL] A g EF -D( (TYR, 6) \ O 0 OFFICE n 06 24X12 INTAKE LOUVER (MIN. 509 FREE AREA) ABV DOOR MOD, INTERLOCK WITH EF -D TO OPEN. 1-2 78 - (TYR 2; CLUBHOUSE — FLOOR PLAN — MECHANICAL SCALE: 1/4" = 1'-0" OFFICE 04 I GENERAL NOTES (THIS SHEET ONLY) 1. DUCTWORK ROUTED IN ATTIC. COORDINATE WITH ROOF TRUSSES. TYPICAL. 2. EXACT LOCATIONS OF AIR FLOW DEVICES SHALL BE COORDINATED WITH THE ARCHITECTURAL RCP AND LIGHTS. KEY NOTES (THIS SHEET ONLY) Oj MOUNT CONDENSING UNITS LEVEL ON EQUIPMENT PADS. PROVIDE CLEARANCES AS REQUIRED BY THE MANUFACTURER FOR PROPER AIRFLOW AND SERVICE. O EXHAUST DUCT UP THRU ROOF. TERMINATE AT ROOF CAP, EQUAL TO BREAK MODEL 634. FLASH & SEAL WEATHER TIGHT. O10"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FOR (THROAT AREA. 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. O12"0 OA UP THRU ROOF WITH ROOF CAP AND ROOF CURB, GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: 12X12 AND CURB CAP: 18X18) OR EQUAL. O 12"0 EXH. UP THRU ROOF WITH ROOF CAP AND ROOF CURB, o o� GREENHECK MODEL FGR (THROAT AREA: 1.0 SF, THROAT SIZE: HP O 12X12 AND CURB CAP: 18X18) OR EQUAL. o a O MECHANICAL SERVICE PLATFORM IN ATTIC, COORDINATE WITH ARCHITECTURE AND STRUCTURE. FITNESS CENTER \\/ 113 Oe s 12X8 � (TYP. 4) +') I D' 80 12X8 CLOSET 2) FRONT PORCH 0 0 Jordan &Skala Engineers ans snaa;krom xo,a, scare zao Nacmss, Gn 30093 V:1]J01 I0]-550] 4:1)]01008-0363 Project Number- 1510336 Drevm By: H1G Checked By: SP Z O U H- z 0 0 U Q O IL 0 Lu Z) 1n 1n z H H W m O Pi o m � S o HM 0 v o M Y Z �o O -�W B4 x o C)�- o W �v� o V o Li � o O � O } —� O M 3 PRINTED DATE ISSUE/REVISION 07-13-15 ISSUED FOR GMP 12-18-15 PROGRESS SET 03-10-16 ISSUED FOR PERMIT 10-05-16 ASI #3 07/07/17 POOL DECK REVISIONS pLTH OF IfP G �O�T}F S DON L H. EF BLD o. 3 A 71 i 1 (, S� �sSVONAt, ti�G Lu �J G r J O Off"" LL �+y y r � W � a O W W Q W o O r[�^ V J Ld u m O co J U COMMISSION NO: 14-063.00 DRAWING NO: M4-01 v MLo.rdan &Skala Engineers &SinV-SSJ] F. 1]]OIN89161 Projeel\umber- Ii10336 Dawn By: RLB Checked By. RLB 11 A z 0 F- U ¢ z O U O LL 0 L D rn rn z - W m _ o W M H �� O U x o to H a x mC m i �o o ryJ, M s PRINTED DATE ISSUE/REVISION 12-12-16 POOL REVISIONS 07/07/17 POOL DECK REVISIONS Op L! Q��t,pL7'H U DON L H. EFFIELD� 0. 3 �SSIONAL C/� F� W F�+�1 Z W Q � a � J C'3 W W Zw✓ O a J CL V � Luf Q F� oI--r--I O COMMISSION NO: 14-063.00 DRAWING NO: I P4-03 r e