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659 BEACH AVE - SWIMMING POOL DWGS cq en�c 00 C'4 m 0 - 0 cq 4 x r� 0-44 z 9L. Ro 02A < R-N T j" E u u z NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM WEST VIEW FROM EAST > u DRAWING < GENERAL PROJECT NOTES: INDEX: w THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH. BUILDING AREA TABULATIONS. ARCHITECTURAL DRAWINGS' FLORIDA. SHEET C-COVER MAIN HOUSE SHEET I- EXISTING SURVEY AND EXISTING IMPERVIOUS CALCULATION 2010 EDITION (FBC).THE 2011 EDMON OF THE NATIONAL ELECTRIC CODE,THE 2009 EDITION OF THE NFPA SHEET 2-SURVEY WITH CALCULATED AVERAGE GRADE CODE, RESIDENTIAL OF THE FLORIDA BUILDING THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS 101 LIFE SAFETY CODE,THE 2010 FLORIDA FIRE PREVENTION CODE,AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF PROPOSED CONDITIONED AREOL SHEET 3-SITE PLAN AND SITE SECTIONS FOR F.D.E.P. ATLANTIC BEACH, FLORIDA.ALL REQUIREMENTS OF THESE CODES.WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED FIRST FLOOR - 1908 GSF SHEET 4.0-SITE PLANS WITH PROPOSED IMPERVIOUS CALCULATION THROUGHOUT THE CONSTRUCTION PROCESS. SECOND FLOOR -2197 GSF SHEET 4.1-SITE PLAN OVER SURVEY TOTAL- 4105 GSF SHEET 5- MAIN HOUSE FIRST FLOOR PLAN D.E.P. CERTIFICATION:THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 628-33.008 OF SHEET 6- MAIN HOUSE FIRST FLOOR DIMENSION PLAN THE FLORIDA ADMINISTRATIVE CODE. D.E.P.APPROVAL HAS BEEN ACQUIRED.ALL SHORE PARALLEL HORIZONTAL STRUCTURAL SHEET 7- MAIN HOUSE SECOND FLOOR PLAN PROPOSED ROOFED AREA INCLUDING COVERED PORCHES: ELEMENTS REST AT ELEVATIONS AT OR ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT FIRST FLOOR- 2830 SF SHEET 8- MAIN HOUSE SECOND FLOOR DIMENSION PLAN DETERMINED TO BE 16.4' NAVD'88, LISTED AS 17.5' NGVD'29 PER FLDEP MONUMENT R-50. SECOND FLOOR- 2460 SF SHEET 9-TOWER FLOOR PLAN ZONING INFORMATION TOTAL- 5290 SF SHEEr 10-GARAGE COTTAGE FLOOR PLANS SHEEr 11-GARAGE COTTAGE DIMENSION PLANS COTTAGE SHEEr 12-ROOF PLANS THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 659 BEACH AVENUE ON LOT 4.BLOCK SHEET 13- BUILDING ELEVATIONS 15.ATLANTIC BEACH SUBDIVISION *A*.AS RECORDED IN PLAT BOOK 5. PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL PROPOSED CONDITIONED AREA. SHEET 14- BUILDING ELEVATIONS COUNTY, FLORIDA,TOGIETHER WITH THOSE LANDS LYING EASTERLY OF SAID BLOCK 15 TO THE EROSION CONTROL LINE OF SAID FIRST FLOOR - 723 GSF SHEET 15- BUILDING ELEVATIONS COUNTY. SECOND FLOOR- 1101 GSF SHEET 17- BUILDING SECTIONS TOTAL- 1824 GSF SHEET 18- BUILDING SECTIONS THE PROPERTY IS ZONED 'RS-l'.TWO STRUCTURES ARE TO BE CONSTRUCTED ON THE PROPERTY.A MAIN HOUSE AND DETACHED SHEET 19- BUILDING SECTIONS GARAGE COTTAGE. SITE DEVELOPMENT WILL ALSO INCLUDE A SWIMMING POOL ALL SETBACK REQUIREMENTS ARE MET PROPOSED ENCLOSED UNCONDITIONED AREk- SHEET 20- BUILDING SECTIONS EXCEPT THAT AN EXISTING TWO STORY GARAGE COTTAGE IS TO BE RECONSTRUCTED OVER rrs OR EXCEEDED SHEET 21= BUILDING SECTIONS EXISTING FOOTPRINT AND THEN FIRST FLOOR -555 SF SHEET 22- BUILDING SECTIONS EXPANDED TO THE EAST IN COMPLIANCE WITH CITY OF THE ATLANTIC BEACH ZONING CODE SEC.24-89(F). SAID COTTAGE SHEET 23-WALL SECTIONS ENCLOSES LESS THAN 75X OF THE HEATED AREA AT THE MAIN HOUSE AND IS SEPARATED FROM THE HEATED AREA OF THE MAIN PROPOSED ROOFED AREA INCLUDING COVERED PORCHES: SHEET 24-WALL SECTIONS FIRST FLOOR- 1315 SF HOUSE BY MORE THAN 20 FEET.THE MAXIMUM HEIGHT OF THE MAIN BUILDING IS LESS THAN 35'AS MEASURED FROM THE TOP SECOND FLOOR- 1153 SF SHEEr 25-WALL SECTIONS OF ITS ROOF TO THE EXISTING AVERAGE GRADE,CALCULATED ON SHEET 2 TO BE 15.1 NAVD.THE HEIGHT OF THE COTTAGE ROOF TOTAL- 2468 SF SHEET 26-SCHEDULES IS LESS THAN 25'ABOVE THAT SAME DATUM. SHEET 27- PERSPECTIVE MEWS SHEET 28- PERSPECTIVE MEWS TOTAL PROJECT CONDITIONED AREA-5929 GSF SHEET 29- PERSPECTIVE MEWS THE EXISTING SITE IS COVERED By BUILDINGS, DRIVEWAYS AND WALKS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 7,795 SF TOTAL PROJECT ROOFED AREA- 7758 SF OR 58.75X OF THE TOTAL 13,250 SF SITE.THE PROPOSED NEW COVERAGE WILL REDUCE THE IMPERVIOUS AREA TO 7,436 SF OR SHEET 30- PERSPECTIVE VIEWS 56.12X OF THE PROPERTY. SEE SHEET I FOR DETAIL EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED EXCEPT THAT NEW SHEET 31- PERSPECTIVE VIEWS SOLD MASONRY WALLS AT THE NORTH AND SOUTH SIDE PROPERTY LINES WILL DIRECT ALL STORMWATER EITHER EAST OR WEST. SHEET 32-SITE ELECTRICAL PLAN WITH EXTERIOR FIXTURE TYPES THESE WALLS EXTEND UP 6 FEET FROM GRADE WHERE THEY RUN ALONGSIDE BUILDINGS AND 4 FEET FROM GRADE OTHERWISE. SHEET 33- MAIN HOUSE FIRST FLOOR ELECTRICAL PLAN COVER SUBSURFACE DRAINAGE PIPING WILL HELP TO DIRECT ALL STORMWATER FALLING WEST OF THE EASTERNMOST BUIU)ING FACE TO SHEET 34- MAIN HOUSE SECOND FLOOR ELECTRICAL PLAN THE STREET PER D.E.P. REQUIREMENTS. BECAUSE THE PROPOSED DEVELOPMENT IS DECREASING IMPERVIOUS AREA NO NEW SHEEr 35- GARAGE COTTAGE ELECTRICAL PLANS ONSFTE STORMWATER RETENTION IS REQUIRED OR PROVIDED. SHEET 36- FENCE DETAILS ALL EXISTING TREES ARE PALM TREES THAT WILL BE REMOVED. SHEET L-1- LANDSCAPE PLAN BUILDING INFORMATION4 STRUCTURAL DRAWINGS: THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL,GROUP R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-B WITHIN TWO STORIES AND A SMALL THIRD STORY TOWER AT c N HOUSE AND WITHIN TWO STORIES AT A DETACHED COTTAGE. THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL WOOD 05-11-15 ROOF FRAMING OVER INSULATED CONCRETE(ICF)WALLS SUPPORTING INTERIOR WOOD FLOOR TRUSSES.ALL STRUCTURE WILL BE I SUPPORTED BY A CONCRETE SLAB AND PILE FOUNDATION SYSTEM-SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHOUT OPENING PROTECTION PER OWNER PREFERENCE. C-1 < ell 00 a.m = en 'S 'IT 53�4 C) or� u 6LA t P_44 77 z 0� 0 u u ,Ng' NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO VIEW FROM WEST VIEW FROM EAST > REPRESENT EXACT APPEARANCE. u DRAWING INDEX: GENERAL PROJECT NOTES: THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLAN71C BEACH, BUILDING AREA TABULATIONS: ARCHITECTURAL DRAWINGS- FLORIDA- SHEEr C:COVER THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING MAIN HOUSE- SHEET 1_ ENSTING SURVEY AND EMSTING IMPERVIOUS CALCULATION CODE.RESIDENTIAL- 2010 EDITION(FBC).THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE.THE 2009 EDITION OF THE NFPA SHEEr 2.SURVEY WITH CALCULATED AVERAGE GRADE 101 LIFE SAFETY CODE.THE 2010 FLORIDA FIRE PREVENTION CODE,AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF PROPOSED CONDITIONED AREk- SHEET 3 SITE PLAN AND SITE SECTIONS FOR F.D.E.P. ATLANTIC BEACH,FLORIDA.ALL REQUIREMENTS OF THESE CODES,WHETHER REFERENCED HEREIN OR NOT. MUST BE OBSERVED FIRST FLOOR - 1908 GSF SHEET 4.0-SITE PLANS WITH PROPOSED IMPERVIOUS CALCULATION SHEEr 4.1-SITE PLAN OVER SURVEY THROUGHOUT THE CONSTRUCTION PROCESS. SECOND FLOOR - 2197 GSF SHEET 5- MAIN HOUSE FIRST FLOOR PLAN TOTAL- 4105 GSF SHEEr 6- MAIN HOUSE FIRST FLOOR DIMENSION PLAN D.E.P.CERTIFICATION:THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 628-33.008 OF SHEEr 7- MAIN HOUSE SECOND FLOOR PLAN THE FLORIDA ADMINISTRATIVE CODE. D.E.P.APPROVAL HAS BEEN ACQUIRED.ALL SHORE PARALLEL HORIZONTAL STRUCTURAL PROPOSED ROOFED AREA INCLUDING COVERED PORCHES: SHEET 8- MAIN HOUSE SECOND FLOOR DIMENSION PLAN ELEMENTS REST AT ELEVATIONS AT OR ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT FIRST FLOOR- 2830 SF SHEET 9-TOWER FLOOR PLAN DETERMINED TO BE 16.4' NAVD'88, LISTED AS 17.5' NGVD'29 PER FLDEP MONUMENT R-50. SECOND FLOOR- 2460 SF SHEET 10-GARAGE COTTAGE FLOOR PLANS TOTAL- 5290 SF SHEET 11-GARAGE COTTAGE DIMENSION PLANS ZONING INFORMATION* COTTAGE-- SHEET 12- ROOF PLANS SHEET 13- BUILDING ELEVATIONS THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 659 BEACH AVENUE ON LOT 4. BLOCK SHEET 14- BUILDING ELEVATIONS 15,ATLANTIC BEACH SUBDIVISION "A".AS RECORDED IN PLAT BOOK 5. PAGE 69,OF THE CURRENT PUBLIC RECORDS OF DUVAL PROPOSED CONDITIONED AREA. SHEET 1 5- BUILDING ELEVATIONS COUNTY, FLORIDA,TOGETHER WITH THOSE LANDS LYING EASTERLY OF SAID BLOCK 15 TO THE EROSION CONTROL LINE OF SAID FIRST FLOOR - 723 GSF SHEET 17- BUILDING SECTIONS COUNTY. SECOND FLOOR- 1101 GSF SHEET 18- BUILDING SECTIONS TOTAL- 1824 GSF SHEET 19- BUILDING SECTIONS THE PROPERTY IS ZONED 'Rs-l*.Two STRucTURES ARE TO BE CONSTRUCTED ON THE PROPERTY.A MAIN HOUSE AND DETACHED SHEET 20: BUNING SECTIONS GARAGE COTTAGE. SITE DEVELOPMENT WILL ALSO INCLUDE A SWIMMING POOL ALL SETBACK REQUIREMENTS ARE MET OR EXCEEDED PROPOSED ENCLOSED UNCONDITIONED AREA: SHEET 21 BU U)ING SECTIONS EXCEPT THAT AN EXISTING TWO STORY GARAGE COTTAGE IS TO BE RECONSTRUCTED OVER ITS EXISTING FOOTPRINT AND THEN FIRST FLOOR -555 SF SHEET 22- BUILDING SECTIONS SHEET 23-WALL SECTIONS EXPANDED TO THE EAST IN COMPLIANCE WITH CITY OF THE ATLANTIC BEACH ZONING CODE SEC.24-89(F).SAID COTTAGE PROPOSED ROOFED AREA INCLUDING COVERED PORCHES: SHEET 24-WALL SECTIONS ENCLOSES LESS THAN 75X OF THE HEATED AREA AT THE MAIN HOUSE AND IS SEPARATED FROM THE HEATED AREA OF THE MAIN FIRST FLOOR- 1315 SF SHEET 25-WALL SECTIONS HOUSE BY MORE THAN 20 FEET.THE MAXIMUM HEIGHT OF THE MAIN BUILDING IS LESS THAN 35'AS MEASURED FROM THE TOP SECOND FLOOR- 1153 SF SHEET 26-SCHEDULES OF ITS ROOF TO THE EXISTING AVERAGE GRADE. CALCULATED ON SHEET 2 TO BE 15.1 NAM).THE HEIGHT OF THE COTTAGE ROOF TOTAL- 24,68 SF SHEET 27- PERSPECTIVE MEWS IS LESS THAN 25'ABOVE THAT SAME DATUM. SHEEr 28: PERSPECTIVE MEWS TOTAL PROJECT CONDITIONED AREA-5929 GSF SHEET 29 PERSPECTIVE MEWS THE EXISTING SITE IS COVERED BY BUILDINGS, DRIVEWAYS AND WALKS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 7,795 SF TOTAL PROJECT ROOFED AREA- 7758 SF SHEET 30- PERSPECTIVE MEWS OR 58.75X OF THE TOTAL 13,250 SF SITE THE PROPOSED NEW COVERAGE WILL REDUCE THE IMPERVIOUS AREA TO 7,436 SF OR SHEET 31- PERSPECTIVE MEWS 56.12%OF THE PROPERTY. SEE SHEEr 1 FOR DETAIL EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED EXCEPT THAT NEW SHEET 32-SITE ELECTRICAL PLAN WITH EXTERIOR FIXTURE TYPES SOLD MASONRY WALLS AT THE NORTH AND SOUTH SIDE PROPERTY LINES WILL DIRECT ALL STORMWATER EITHER EAST OR WEST. SHEET 33- MAIN HOUSE FIRST FLOOR ELECTRICAL PLAN COVER THESE WALLS EXTEND UP 6 FEET FROM GRADE WHERE THEY RUN ALONGSIDE BUILDINGS AND 4 FEET FROM GRADE OTHERWISE. SHEET 34- MAIN HOUSE SECOND FLOOR ELECTRICAL PLAN SUBSURFACE DRANAGE PIPING WILL HELP TO DIRECT ALL STORMWATER FALLING WEST OF THE EASTERNMOST BUILDING FACE TO SHEET 35-GARAGE COTTAGE ELECTRICAL PLANS THE STREET PER D.E.P. REQUIREMENTS. BECAUSE THE PROPOSED DEVELOPMENT IS DECREASING IMPERVIOUS AREA NO NEW SHEEr 36- FENCE DETAILS ONSITE STORMWATER RETENTION IS REQUIRED OR PRaVIDED. SHEET L-1- LANDSCAPE PLAN ALL EASTING TREES ARE PALM TREES THAT WILL BE REMOVED. STRUCTURAL DRAWINGS: BUILDING INFORMATIONo THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL.GROUP R-3. c THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V-B WITHIN TWO STORIES AND A SMALL THIRD STORY TOWER AT THE MAIN HOUSE AND WITHIN TWO STORIES AT A DETACHED COTTAGE. THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL WOOD 05-11-15 ROOF FRAMING OVER INSULATED CONCRIETE(ICF)WALLS SUPPORTING INTERIOR WOOD FLOOR TRUSSES.ALL STRUCTURE WILL BE SUPPORTED BY A CONCRETE SLAB AND PILE FOUNDk7ION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITHOUT OPENING PROTECTION PER OWNER PREFERENCE. SITE LOCATION MAP < comp.By, iwo Date 511512015 A M A P 0 F S U R V E Y In C11 A—�,-1-V-` 4 Public Works Departilwilent `C .d City of AIJantic Beach x Parmll No,Wd vi z z Addrelg!052 BEACH AV84UF 04, U Cl IMPERVIOUS AREAS TABLE U <G Renuired acrape VdLj;re r EXISTING POST CONSTRUCTION LOCATION Sedion2"ofthe City of Atlantic Elem,&zZaning,Sub&.1mo#LmIdL"D*wm)0Pwwd Rellwebom < Z- ^ 5<r-, requires that the dow"o O*tww On Pr*-AM PoIldsv*101tresn't — 114 FRONT GARAGE 967 SF 1,305 SF glorod on site,VoIjune of Runoff Is do"od AS f0ft": rn 4 AND COTTAGE V-CARJ12 V-Vdum*ofRunofi` 2 5 S ei:_4 N MAIN HOUSE 1,635 SF 2,752 SF C-Coefficlard of Rwoff A=Area of lot In square foot R-25-yr/24-lir rakM depth(13.3-indmlor Ailmak aww#� FRONT DRIVES AND 3,785 SF 1,146 SF - ------ WALKWAYS Lot At"(At a 13,250 le SIDE AND REAR 1,348 SF 1,125 SF munow Coafmaland Area Lot Am WALKWAYS & Description A ic vind-c- -4 lmpw%4ous 7j" z, HVAC PADS AND 10 SF 40 SF US us SCREEN WALLS U7 �k GARBAGE AREA AND 28 SF Runca vanam V. CA? 40 SCREEN WALLS ;,I,, — V. STAIRS AND SIDE in 205 SF PbStMnMODIVAd RUMITWILIJIM WALLS Let Atsm Y4 13,250 le POOL DECKS 535 SF Runoff cosimels"t Area Let Arm v"-C. 43 SF POOL EQUIPMENT F35 am lmpwAm &09 �D pervious 113,M WALLS AT NORTH munuff calm""Itic) it 192 SF AND SOUTH Runaffli'vokuns, 0 4, ._— j 12 PROPERTY LINES V. 0.5s A IV34 A 1.3 U V. 6,1111114 ve 15 SF ORNAMENTAL WALL Dv.Posidevolopmenti�AmoffVoiumo-P"d*"Iftm*NftumffVvkn* REAR BULKHEAD 50 SF 50 SF Provided Stor3m: N� z Area Mors "An"A"on z TOTAL IMPERVIOUS 7,795 SF 7,436 SF Im BOTTOM so AREA TOTAL LOT AREA 13,250 SF 13,250 SF Too IMPERVIOUS 58.83% 56.12% 9WAdan Am news" PERCENTAGE OF Im z TOTAL AREA or I > 11 1*1_".�' 0 Tog m��6_ �� A-1 < Inground sl*rzg4wANrlrf An Area- ILO d-depth to ESHM. -1 pf.po re facts,A -XISTING SURVEY 0.: fft 31EPPEN v com v 11A Ingpound StoragiNs IL n��Ls sm �xtl m SHEEI j CN -223 inc. JAC'S0NVILLE__8F_,iTEi, FI-MTIA Required TrembvtontWurne ve le V-1 BgA,- Supplied Treatment Volume ------------- . ..... ----- No, 6 I 'mii-C on- 0 w m\ > P OT'_ DR DEMOLISHED 41� ALL EXISTING BUILDINGS, ES AND WALKS TO BE r 7' > 7.4' SO4*52#02"'NE zz 0 io .NO 1/2' IRON 0 1_j 2.13' I u- 1 N �'E. IN 0 "A P I FOUND 1/2- IRON nlo'z "— eAP WOOND AND cct4cRETE WALL 5,4 T 7 C^J 1 -10 LO Vo 1 8\�F S 6THING 2150739 73 , STING 531141,0 0,3', R- 2,0_�01' !RON TO I w E 35�38' TO CCC� 15�7 3 S C A I E 0 5' X x 10' 20 > z S (, C) PA' 4, -it m CD 0 T 4/ :X9.1 345 SF 4 r'11I z 7 0 . A/C % EXISTING 7 M SURVEY AND us 12 IMPERVIO Z C3 AREA 2.8' co 74 S > A/Q 5 SF X h c 7ENC2*,A,,AA, An, 3" 4' w 6' WOOD FEN 05-11-15 23.1j MAIN FOUND 1/2" IRON 7 7�, - 2,C-1,1,1 S8�10'1 5"W_ 265.27 PPF L-93 38'72 Z17 n 0 > EXISTING IMPERVIOUS SITE COVERAGE 3 > < 10. J3 F TWO ul -\ � FRAVE izO 4 8�C)' k RE-S F N C E oc a. %DR Ill TO VM TO WEST AND PRM DMAZ Pill LWDEEF WOUX M WATER FRDM SMATO i AREAS TO SNU TOWAM 7RMT < E a LLI +13'_9 1 2" ..... ..... .... RK UNDER z;L; q"I r,�_11,1 FIJI i CA v r --—----—-------- u < + 5- 777" Au 50 V 9 Ln< 715 w +14'—l" 00—m Z Tu Be wumm r +15-4 4 <-1 F1 v 32 W.= Tog"LOWAY j3-1 15'- 6 L ND COTVa V +1I Inv —7" 3/4' + _0" +13' o" op oc"N POOL Wa , , - I I. , +14'—1 +1 7.' PK L*W WALK 3 iRME ONIC m PK mom Fill FU WR WAG 'ARM DWMAGE TMO M CMRY WATER -9 Iq +13 9 1 2 11112 &__ a &d6ol - d - M SIREET 131AMM M VIM UP of m POPOSED IMPERVIOUS R.O.W. AREA: PF OPOSED IMPERVIOUS SITE AREA: I FINISHED FLOOR AND SPOT 105 SIF DRIVE 1070 SF MAIN FRONT DRIVE AND WALKWAYS 7 SF DR:VE 76 SF COTTAGE DRIVES SITE ELEVATIONS ARE CALIBRATED 1 1305 SIF GARAGE COTTAGE SF Lo00Vk1J 10- TO THE NAVD 1988 DATUM. SITE 71 SF DR VE TOTAL IMPERVIOl 247 SF 192 SF PROPERTY BOUNDARY WALL ELEVATIONS MAY BE ADJUSTED IN 115 SF ISLAND DECK AT POOL FIELD AS PRACTICAL, LESS THAN 50% OF 510 SF TOTAL R.O.W. TO STREET AREA 0 255 SF 420 SF POOL DECK AND WAIIS 2752 SF MAIN HOUSE 80 SF STEPS AT NORTH SIDE z 23 SF WALLS PAD FOR GARBAGE AT NORTH SIDE .it 125 SF STEPS AT EAST SIDE rA;SCW 310 SF WALKWAY TO BEACH < 43 SIF POOL EQUIPMENT 15 SIF ORNAMENTAL FRONT WALL 50 SIF EXISTING CONCRETE BULKHEAD FILTER i 390+300+125=815 SF BRICK WALKWAY ?"VITERL&L u4clmu- 3ENERAL NO FES: TOTAL IMPERVIOUSz-7396 SF to X rK)FES WA" > =55.8% OF 13250 TOTAL SITE AREA LESS THAN THE 58.75% EXISTING IMPERVIOUS AREA. NO OFFSFTE PA�WING S1 IALL BE PERMTFTED FOR LONG PERIODS OF TIME. BECAUSE THERE IS NO INCREASE IN STORMWATER GENERATED, NO ONSITE STORMWATER RETENTION IREQUIRED. PROPOSED SITE PLAN WITH DRAINAGE AND IMPERVIOUS AREA L uWELLPOINTS ARE NOT ANTICPATED BASE ON SITE CONDFFIONS, IFWCLLPOIN-TS ARE WARRANTED. ALL DRAINAGE SHALL BE 'MAINTAINED ONSITE WITH NO DISCHARGE TOTHE CITY OF ATLANTIC BEACH RIGHT OF WAY. 2 FEET C, ROLL OFF CONTAINER,IF REQUIRED,MUST BE PROVIDED BY A VENDOR ON THE CITY OF ATLANTIC BEACHES APPROVED LIE7) . FM AWIT]i SJR�JZTH, FIll F.4BRIC MTERIAL i VtCKTILLEG FE ATTAUIED TO A i(MXI ..)CONTRACTOR SHALL CONTACT CITY OF ATLANTIC BEACH PUBLIC WORKS PRIOR TO BEGINNING AND EARTH DISTURBING tf'stf Will SCREEN WIXTI tos ACTIVATIES TO SCHEDULE AN EROSION CONTROL INSPECTION. ECEN FASTl 70 11 Pill ENCLOSED Sl COTTAGE FIRST FLO13R =1275 SWIMMING POOL DRAINAGE IS NOT TO BE DIRECTED TOWARDS ADJACENT PROPERTIES. COTTAGE SECOND FLOOR =1105 COTTAGE TOTAL �2380 MAIN HOUSE FIRST FLOOR =1909 FMIX ty;GF Lcm MAIN HOUSE SECOND FLOOl .................................................................... AT fAFa?JiX, TWO'SILT FL.N(_ES MAIN HOUSE TOATIL 4106 rJ(7i Cl 51.96%OF MAIN=HOUSE T2 lu +/ 23'-9" 37'-5- --m— N tf IST' U�IES,, /7"N w E T_T' Mr ------- #1 -U-N-E VIWA s 7 LF co 5' 10' 20 T r S� L PROPOSED 7 SITE PLAN WITH DRAINAGE 4'-r 5-r AND DIMENSIONS c`4 A 11ZX 4 7==7777777777= 7, In C"i 4. 0 ii -101--e, 2,V-lCr IV-IV 5e-jr 05-11-1 b-10 '66'-0" 23'-4" loo,-8* 6'WH MOO WAUS AT NWM AND SEVEN PRDPEM LKS li FRW AM WAR YARD 3177111 GE^.TMRW EW"M BE Iff SUB-CMWOR w1K owww M ElE 0 SK PROPOSED SITE PLAN WITH DIMENSIONS 04 co 48" V,-0 THREADED-ROD 7L DOUBLE [L V 0 1 STUCCO FINISH AS PER NOTE: DRILLED AND EPDXIED CONNECTION SYSTEM -N, N cn D ARCHITECTURAL PLANS '/2"oxl2" HOT DIPPE 2*x4' SPF NO.2 STUDS Lu 05 BOTTOM "BENT BAR* #4 0 32- D.C. GALVANIZED THREADED STUDS 0 12" D.C. a c� 11" ICF WALL wl 1-#5 VERTICAL 2'x4" P.T. SYP No.2 BASE PLATE wl MAY BE SUBSTITUTED FOR THE HORIZONTAL 0 2 4" 0.C. CAST-IN-PLACE ANCHOR BOLTS. '/2'oxl2" HOT DIPPED GALVANIZED ANCHOR COUPLER NUT i_u ca 011'- w BOLT OR DRILLED AND EPDXIED '/2"Ox`12" 2'x2"xl/a"PLATE WASHER cc w a- 1-#5 VERT. DOWEL 0 24" O-C, U- L. -418.04' NAVD 1, #5012' OC TOP < HOT DIPPED GALVANIZED THREADED STUD AT AND HEX NUT CL rn 6* STRUCTURAL TOP OF SHOWER 'f _j (j)w W/STD 96-*BEND wl STD 90*BEND INTO GRADE z SLAB EACH ALL-THREAD CONNECTOR ROD LOCATION #5 0 12- D.C. TOP a LILI uj z cr C4 CONCRETE SLAB BEAM ALIGNED w/ICF WALL ALL DRILLED AND EPDXIED DOWELS SHALL BE Lu uj II.- 3'_V/2 1/3 SPAN TOP RE�IOR #5 -BENT BAR* 1-44 CON11NUOU REINFORCING ABOVE INSTALLED WITH SIMPSON STRONG-TIE 'SET- #4 0 12- D.C. CL— AEL. +1833 NAVD TOP R R #4 CONTINUOUS AT CURB TWO COMPONENT EPDXY ADHESIVE OR EQUAL. TEMPERATURE UJ 2-#4 0 12* D.C. SH INSTALLATION SHALL BE IN ACCORDANCE REINFORCING TOP OF SLAB 0:Z c� NAVII WITH THE MANUFACTURERS INSTRUCTIONS. ==j r EL SUPPORT 10 F lco I Sl NGVD) EINFORCING AROUND PERIMETE Mu 4 Tbp 1 0 SLX B 0 8 (Z ;�EL. +17.83' NAVD (+19.43' NGVD) I 'T'BOTTOM OF SLAB U. W X LL Z CL C. #5 "BENT BAR" 2- Z#4 0 12- D.C. TEMPERATURE #4 012- 0. .1 #5 0 12 D.C. TEMPERATURE BOTTOM REINFORCING - BOTTOM REINFORCING REINFORCING 0 8" D.C. E§L ,,+1,6-83' NAVD #5 0 12- O.Cj 54- 0,OF GRADE BEAM BOTTOM #4 -BENT BAR- TEMPERATURE V-15"d x V-4"w GRADE BEAM V-4- REINFORCING 0 12" D.C. To 1 6" STRUCTURAL V-6"d x l'-4"w GRADE BEAM L i REINFORCED w/4-#6 TOP AND CONCRETE SLAB S11 Up B .83' NAVD 4-#6 BOTTOM w/#3 STIRRUPS FGB-73 #5 0 12- D.C. BOTTOM REINFORCED w/4-#6 TOP AND 2'-6'd x V-4"w GRADE BEAM L EB S+olM'5 OF GRADE 0 V D.C. FIRST 4'-0" EACH END, 4-#6 BOTTOM w/#3 STIRRUPS REINFORCED w/4-#6 TOP AND BEAM 9. THEN 0 12" D.C. AT MIDDLE w 0 6" D.C. FIRST 4'-0" EACH END, 4-#6 BOTTOM w/#3 STIRRUPS THEN 0 12" D.C. AT MIDDLE D 6" D.C. FIRST 4'-0" EACH END, THEN 0 12" D.C. AT MIDDLE FGB-11 #5 VERTICAL DOWEL GRADE BEAM AND SLAB AT BATH NO.1 SHOWER STEPDOWN INTERIOR BEARING WALL w/ THREADED ROD S TION SECTION EC SCALE: 3/4" l'-O' 0 ,S-6j SCALE: 3/4" l'-O* _j %-o 0 LL _�STUCCO FINISH AS PER (L) STUCCO FINISH AS PER �o m ARCHITECTURAL PLANS LOGGIA LOGGIA ARCH TECTURAL PLANS #4 0 12" O.0 #4 0 12- O.C. 16*WIDE COLUMN --4- 2"x6' SPF NO.2 STUDS ca PERATURE 'R 18" �fl()E COLUMN TEM BEYOND 2"x6" P.T. SYP No.2 TEMPE A E 0 12' D.C. 0 T BEY04D #5 0 12- 0 C TOP REINFORCING BASE PLATE W/'/�"Ox`10" #5 0 12- D.C. TOP REINF R ING C w/STI) 90*BEND HOT DIPPED GALVANIZED 1pc SIMPSON SPH6 w/STI) 90'BEND 0 1/3 SPAN OF REINFO CING 1/3 SPAN F REINFO CING z ILEL. +17.75' NAVD EL. +17.75' NAVD ANCHOR BOLT W1 2*x2"Ws' 0 12" D.C. 'YEDG-- OF SLAB EDGE OF SLAB PLATE WASHER 0 24' D.C. #5 0 12' 0.C. TOP z C ----------- rEMPERATURE mE 18.33 NAVD ------------------- ------ + 2-#4 SUPPOR T 2-#4 SUPPORT SLOPE (+l 1.85' NGVD) SLOPE (+18.85-NGVD) #4 0 12- 0. -INFORCING� RE OF SLAB Ld CJ (+19.43' NGVD) cr z +1,7.83' NAVD 8 0 LU IF. /_'l_ELD_GE 18 0 (+ 85 #5 0 12 O.C. BOTTOMJ 1 0 #4 0 12- D.C. TEMPERATURE #5 0 12- D.C. BOTTOM to & I OF SLAB > 6" STRUCTURAL CONCRETE 6"STRUCIURAL CLIN 2" 0.C. #5 0 V REINFORCING SLAB SLAB I BOTTOM +16.83' NAVD of EL. +16.40' NAVD -6 2'-6"d x V-4"w GRADE BEAM L) V-15"d x l'-4*w GRADE BEAM �BELTTOM OF GRADE BEAM V-4"d x l'-4*w GRADE BEAM Z) BOTTOM OF GRADE I ;�V-4" REINFORCED w/5-#6 TOP AND BEAM REINFORCED w/4-#6 TOP AND REINFORCED w/4-#6 TOP AND 6" STRUCTURAL S -#6 BOTTOM w/#3 STIRRUPS -#6 BOTTOM w/#3 STIRRUPS CONCRETE SLAB ID. a-3 7, 5-#6 BOTTOM w/#3 STIRRUPS 4 4 0 6" D.C. FIRST 4'-0- EACH END, V-4" 8' C14U "BREAK-AWAY' 0 6" D.C. FIRST 4'-0" EACH END, EL. +15.25' NAVD 0 6* D.C. FIRST 4'-0* EACH END, FGB-3] #5 0 12" D.C. BOTTOM _I WALL BELOW, SEE THEN 0 W D.C. AT MIDDLE THEN 0 12" D.C. AT MIDDLE OM 0 THEN 0 12" O.C. AT MIDDLE ul) SHEE r S-2 806TTOM OF GRADE F—GB---6 1 13EAM FG_B-5� GRADE BEAM AT LOGGIA EAST EDGE CONDITION GRADE BEAM AT LOGGIA NORTH/SOUTH EDGE CONDITION INTERIOR BEARING WALL w/ SIMPSON CONNECTORS r---I, SECTION /-�4 SECTION /-5� SECTION 3 SCALE: 3/4" 1.-0. \,�-6 SCALE: 3/4" l'-O* \1�_6 SCALE: 3/4" = V-0' ll�rl 25" 4'-7j'x5'-6' 2'-6 ELEVATOR PIT 9- ICF WALL W/1-#5 VERTICAL --/,-�-7�,,STUCCO FINISH AS PER ARCHITECTURAL PLANS N lrl2- 0 24" D.C. 11 -7-1�27;�,STUCCO FINISH AS PER JAVO .: 1: L EL. +17.33' 1— ARCHITECTURAL PLANS #4 0 32- D.C. HORIZONTAL 1-#5 VERT. DOWEL 0 24- D.C. w/STD 90'BEND INTO GRADE #5 TOP -BENT BAR IV Top OF ELEVATOR w E SLAB 11" ICF WA -#5 VERTICAL 0 C BEAM ALIGNED w/ICF WALL LL w/1 #4 0 12 #5 -BENT BAR- 0 24" D.C. TEMPERATUEE*j REINFORCING ABOVE S D.C. TOP REINFORCING 6" STRUCTURAL #5 0 12- 0.C. TOP 0 12" 0,C. TOP 1-#5 VERT. DOWEL 0 24- D.C. #5 0 12 STE Fo C CONCRETE SLAB w 90*BEND 3pcs #4N Lo w/STD 90'BEND INTO GRADE w/SM 90'BEND 1/3 SPAN OF REIN ING 0. LSLAND TERRACE TOP REINFORCING TEMPERATURE BEAM ALIGNED w/ICF WALL EL 17 75' NAVD 33' NAVD SCALE:3/4" V-0" cli EL +18. L, OT&OV'COPING TOP OF 1/3�SP 7N REINFORCING-\ REINFORCING ABOVE 2-#4 SUPPORT 'SLAB 2-#4 19.43 NGVD) SUPPORT NAVD CANTILEVERED AB CONCRETE COPING SLOPE TE.L—P±.i F8.im, --4 +17.91' NAVD EL. +17.25' NAVD (o 4" AS PER POOL 04 0 �TL I OP OF SLAB MANUFACTURER/OWNER ELEVATOR D.C. BOTTOMJ 'YBOTTOM OF SLAB #4 0 12- D.C. WATER LINE #5 0 12 TEMPERATURE FOUNDATION REINFORCING 6" STRUCTURAL CONCRETE #4 0 12" D.C. TEMPERATURE L CONSTRUCTION SLAB REINFORCING OPTIONA SECTIONS AND #5 0 12- D.C. JOINT/COLD JOINT 16* CONCRETE POOL 6* STRUCTURAL BOTTOM V-4- 10 GRADE BEAM/WALL w/ MONOLITHIC CONCRETE GRADE 0 CONCRETE SLAB DETAILS BEAM, SEE PLAN V-15"d x l'-4*w GRADE BEAM FGB-_7 SWMMING POOL -1 Lo 1-#4 0 12' D.C. VERTICAL, 0.C. TOP #4 0 12- #5 TOP 0 EACH FACE, AND 1-#4 2'-6"d x l'-4*w GRADE BEAM #5 0 12 REINFORCED w/4-#6 TOP AND FGS-3 0.C\ 4 05 'o #5 1 2' /#4 TEM RE VE T±105.83 TOM 4-#6 BOTTOM w/#3 STIRRUPS TEMPERATURE REIN90RCING 13 L6 0 0 8"D.C. HORIZONTAL, REINFORCED w/4-#6 TOP AND #5 0 12- D.C. BOTTOM 0 6* O.C. FIRST 4'-0" EACH END, #5 BOTTOM REINFORCING 0 8" D.C. EACH FACE. 4-#6 BOTTOM wl#3 STIRRUPS EL. +15.83' NAVD THEN 0 12" D.C. AT MIDDLE REINFORCING O.0 o 8"D.C. 2'-6*d x l'-,."w GRADE BEAM V-4- 7'-2 1-4 0 6" D.C. FIRST 4'-0' EACH END, FGB--Bl 80 DIM 0 GRADE REINFORCED w/ 4-#6 TOP AND /-#4 VERTICAL THEN 0 12* D.C. AT MIDDI E BEAM . �-#4 VERTICAL I S-6 EL� +16:.83' NAVD 4-#6 BOTTOM wl#3 STIRRUPS 10 0 12" 0,C. 0 12" D.C. T", BOTTOM OF ELEVATOR 0 6" 0.C. FIRST 4'-0' EACH END, > THEN 0 12' D.C. AT MIDDLE ,r#4 HORIZONTAL #4 HORIZONTAL GRADEBEAM AND SLAB AT ISLAND TERRACE 03/06/2015 0 8*D.C. 8" CONCRETE POOL SLAB 0 8" D.C. MOMPEMIGSLIE - 4 0 12" D.C. SHOW r7 SECTION CHWOMER C.WrC INC. GRADE BEAM AND SLAB AT ELEVATOR PIT �Dll/REI�14N TOP AND BOTTCV. C. LOCATE ALL LAP SPLICES WITHIN 1.MIESE PLANS AM DENWIED M BE IN COWAMCE WrFH rr*STANDMOG CmSLLTwsTmxnfiwe4w*ER 3--#6 CONTINUOUS AND #4 0 8- D.C. LONG THE POOL SHELL SLAB. AVOID SCALE: 3/4" l'-O" IWAMJMINSECnCPi83MR4FtCAADMMIMTKOWE 4200SCEMANEME r6--\ SECTION AT BOTTOM OF DIRECTION, TOP AND BOTTCV LAP SPLICES WITHIN THE POOL 2.MWMVMWFMMFEMMM7MAEDMMNMWWM lCOMMEREACKRUNDAMN POOL WALL SHELL WALLS. wrrH owm3t2t mm&mmT 12 WMADESM LOAN PmK4DWS PM2174M 1�,�6 SCALE: 3/4' l'-O' AND OTHER SYWJCRMr M WMAND THE WIND LOAD$ASSOMTED 00 WM A MMUM SAW WND SPEED OF 130 MPK poompMAM Wo W DOM XND SPEDW.CONS IN PZCOF&kq;E opiERsnaicnowwwwwwwE2. P.E. PILE a.-B. 6.-0. PILE LAYOUT LAYOUT 1,-0",67 6'-0" 12'-2' 12'-2" 6'-7 12'-5" 12'-0" C14 6. 7'-10* 6'-6' 7'-l* 9'-2- PILE LAYOUT 0 -0. R PILE-- 0 16 LAYOUT 1 Lw ---------- ------ 8 :03)OR cr w LL ------------------- L�---------- a.v) z w z Ill W W 0 -4. -------------------------- ----------------------------------------------- a. EL.�+17.83' N A ------------- co P.L EDGE OF SL\44 w 080WA 1-3 w +18.93' NGVD co LL. Z 0 EL. 0 t![AVD 181-� S ±T050 OF AB Ef L. ±1,11.13' NAVD b7p 0 SLAB (+19.10' NGVD) LL ILL W X: EL. +12.08' NAVD : TOP OF PILE (+19.43' NGVD) ---------------------------- z a. A LIGHT POOL'LIGI- --- ---------------------- ------ --------------- ------- r Z-1 -------- ------- --------------------- ---------- I to ---------- --- --------------------- -------------- -j r ---------- -1,8.�O' NAVD T5P 0 SLX Do ---------- BENCH I -0-8* ELEVATOR -------------- '771 EL. 0 2* 5'-0' -4:i STEP I u-M 8 1 i il PIT < ui 0 i EL. +12.00' NAVD [L. +12.08' NAVD ui DO 12" 5'-3" <_j 18" 12* 3--8- 12" z < M 12- 0 TOP OF PILE TOP OF PILE Li 0 BENCH b EL ul) EL 2- ad, SPA co +11.67' NAVID lu OF J- ----I r ---'l r I PB-11 r ?�-------- ---- ---- -------------I ----------- ----------- ----------- F 'r I- I I PILE 00 FOLIWAN J, �! i 11-1--..--- I oj ------- I r r < TKI, ------------- t to --------------- ---------------------- F ---------- ----------------- 0 EPK-13-lfl FP-B---31 FP—B -31 FP-B---31 EL. +11.25' NAVD ------------------------------------------ ---------- TOP—OF PILE T6ptl�l.�2'E NAVID EL. +1 Z.08' AVD E +111�0' NAVD 0 PIL m vi Do uj T L OF PILE 0 LL DO OF 2 TOP 0'PI 5 EL. +18.00' NAVD Do ui < - -i 0 a. U) TOP OF SPA WALL -Vj) 'I- 0 v) zll�0 0 0 N 0 uj lo F- 0 . N w y�- 0 POO 1 0 *04 Li z 0 Li L)�- I ui EL. -5'-0 cj Y'o EL. -4'-2 04 I w zdo 0 om Do 0- 00 o DO 00 OL EL +11.75' NAVO w z o POOL DEPTH VARIES I DEEP WELL Lu 0 OL 0 o Of z d n Im z TOP OF PILff--- zu Fo= DO DRAINS o M fl- z -c,0 i �--,a a 4'-2" TO 5'-0" u 0 p-z EL, -4'-2- 0 0 EL. +11.90' NAVI) 0 0 Z U ui z z t--c,0 0 uj < -< o U-z CE < i LLrl TOP OF PILE 9;o U LU < 1 0 OD in 10010 M 0 00 P-1 z GHT ----ROOL LIGHT POOL LIGHT POOL LIGHT POOL LI r ------------- -—-—-—- —-—-—---- CY- LIS FP-B--17 FPT--fl [PB--fl LJF- PS-11 z Fp`§---l� FP-B--1-1 �B PB- 1� P -1 P a: OL EL. +12.08' NAVID �EL +1,1.�9O NAVID EL.,+1,1.60'�NAVD OL EL. +11.30' NAVD EL.,+1,1.4D"NFAVD' EL. +11.60' NAVD EL. +11.90' NAVD EL. +12.08' NAVD Lu T P" T TOP OF PILE TOP OF PILE TOP OF PILE 'F TOP OF PILE TOP OF P11 E TOP OF PILE TOP OF PILE TOP OF PILE > f'ILE 91-0. LAYOUT W-o" ll'-6* 12'-0" PILE LAYOUT DO 54--0- 43'-9" 75'-0" 0 L0 WALL POOL NALL 77'-6' POOL AUGERCAST PILE LAYOUT PLAN POOL NOTESo SCALE: 3/8" 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL WATERPROOFING 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND OF POOL DESIGNED BY OTHERS INDICATES 16"0 AUGERCAST EL -X'-X* INDICATES POOL SURFACE COMPACTED TO A DENSITY OF 95%OF OPTIMUM MODIFIED CONCRETE PILE RELATIVE TO THE WATER LINE. STANDARD ASTM PROCTOR TEST. 13ACKFILL SHALL BE WATERLINE EL.+O'-O" INSTALLED IN 12' LAYERS. 3)REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE CANTILEVERED CONCRETE POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. N COPING AS PER POOL 75'-0" -0 l'-6* MANUFACTURER/OWNER- POOL I AL w E rALL WATERLINE TILE EL. +18.00'NAVD EL +17.25' NAVD (TYPICAL) I --lop OF SPA WALL S 7 v WATER LINE 12" CONCRETE POOL -,,--lB" CONCRETE POOL -------------------- GRADE BEAM/WALL W/ GRADE BEAM/WALL w/ -------------------- 1-#4 0 12- O.C. VERTICAL, SCALE:3M" V-0" 1-#4 0 12- O.C. VERTICAL, ....... EACH FACE, AND 1-#4 j V 7 3- 4- ----E-kCH-FACE'-AND 1-#4 a, IN CONCRETE POOL SLAB 0 8" O.C. HORIZONTAL. 0 8-O.C. �ORIZONTAL, 8" CONCRETE POOL SLAB EACH FACE. 1 1-#4 0 12" O.C. SHORT w/1-#4 0 12" D.C. SHORT EACH FACE. . W, EL. +13.1 0 1 8' N-AVD I-------------------------------------- DIRECTION, TOP AND BOTTOM, ----------- u) DIRECTION, TOP AND BOTTOM, EL. +13.08' NA BOTTOM OF POOL A JD #4 0 8- O.C. LONG EL +12.25' NAVID AND #4 0 8- O.C. LONG BOTTOM OF PO L DIRECTION, TOP AND BOTTOM ------------------- /_,_ BOT DIRECTIOIN, TOP AND BOTTOM BOTTOM OF POOL !L POOL AUGERCAST PILE EL. +12.06--k 7 --- --- 7- 4 EL oL EL. +11.42 EL. +11.90' NAVD�---�- +11.67' NAVD FOUNDATION 1 vrr- r NAVD EL. +11.58' NAVO NAVD \-F TOP OF PILE 3-#4 EACH WAY BOTTOM OF POOL PLAN rILL: TOP OF PILE OIL EL. +11.75" EL, +1 1 40 TC EL� +11.60' NAVJ Top F E '--IF TOP OF PILE \-F TOP OF PILL TOP 0 .. 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LONG 0 8 POOL )p AND BOTTOM 00 NAVD L OF PILE SCALE: 3/8" l'-O" OTHER STRI)MAW MENTOM IN NOW 2. S-0- OPTIONAL CONSTRUCTION -#5 0 12- D.C. TOP co C,4 7.75' NAVD < 01 12' 12" cl) 0TE0_P±0_F COFING JOINT/COLD JOINT w/STD 90*BEND 7 12' (L cq I--;:C4 c') EL. +17.75' NAVQ STEP STEP STEP 0 a #4 0 12- D.C. i ,,,STUCCO FINISH AS PER CANTILEVERED TOP OF COPING TEMPERATURE #4 0 36' D.C. HORIZONTAL ARCHITECTURAL PLANS =i CONCRETE COPING REINFO CING EL. +17.25' NAVD AS PER POOL EL. +17.25' NAVD o 7 r— I i /��9" ICF WALL W/1-#5 VERTICAL zuu (:n:) MANUFACTURER/OWNER #4 0 12" 0 C 1 0 24'D.C. Ix ;�-16" CONCRETE POOL R 1-#5 VERT. DOWEL 0 24* D.C. z LLI 04 a ui Lu ru- or- GRADE BEAM/WALL w/ w/STI) 90*BEND�,/, w/STD 90'BEND INTO GRADE SPAN OF w LL x WATER LINE V WATER LINE TEMPERATUR [L a) co ILL #5 0 12" D.C. TOP REINFO CING WATERLINE TILE WATERLINE -nLE--' REINFO CING,)'Nn /J� BEAM ALIGNED w/ICF WALL 1-#4 0 12" D.C. VERTICAL, op co EACH FACE, AND 1-#4 12" CONCRETE POOL 2-#4 SUPPORT REINFORCING ABOVE u) 0 w Lu V -1 0 8" D.C. HORIZONTAL, x Z N in GRADE BEAM/WALL w/ w a) ILL EACH FACE. .11 1 ±lr8. ' NAVQ 2 0 1-#4 0 12- D.C. VERTICAL, V STRUCTURAL ETbL-f5 0 L_g- Lli SWIMMING EACH FACE, AND 1-#4 CONCRETE SLAB S3LA L. +17.25' NAVD 0 0 _j -,8 cli #4 TOP "BENT BAR' E U. POOL IC-4 I WATERLINE O.C. HORIZONTAL, #5 0 12- O.C. 90-BEND AT ONE C14 Z(L V-4- EACH FACE. #5 0 12- D.C. BOTTOMJ TILE END. 0 12* D.C. -0 1 r BOTTOM V WATER LINE fPB 1 SWIMMING (n #4 VERTICAL POOL ul FP-E-3--21 GRADE BEAM 24*LAP #4 BOTTOM -SENT BAR'l 0 12" 0.C. 6" STRUCTURAL CONCRETE I EL. +11�11' t IV61LI BEYOND 0 12"D.C. OF 25>NAVD BOTTO Po SLAB MONOLITHIC I CONCRETE -T ' LIN4E ER RLI�E TI LE 8* CONCRETE POOL SLAB #4 HORIZON'AL PILECAP STEPS INST�LLED AT w/1-#4 0 12"D.C. SHORT a a" O.C. BEYOND EL. +15.83' NAVDk TIME OF POPL SHELL V DIRECTION, TOP AND BOTTOM, BOTTOM OF GRADET M w AND #4 0 8-D.C. LONG) BEAM V_e in DIRECTION, TOP AND BOTTOM #4 8' D.C. 00 4" 3-#6 CONTI IUOUS 2'-8'd x V-4"w GRADE BFIM TOPTAND BOTTOM REINFORCED w/4-#6 TOP AND OPTIONAL CONSTRUCTION AT BOTTOM OF 4-#6 BOTTOM wl#3 STIRRUPS POOL WALL 8" CONCRETE POOL SLAB JOINT JOINT/COLD ------------ I rl w/1-#4 0 12" D.C. SHORT 0 6* D.C. FIRST 4'-0" EACH END, DIRECTION. TOP AND BOTTOM, THEN 0 12' O.C, AT MIDDLE I Ll 4 TOP "BENT BAR' AND #4 0 8-O.C. LONG LOCATE ALL LAP SPLICES WITHIN 0) 12" O.C. THE POOL SHELL SLAB. AVOID DIRECTION, TOP AND BOTTOM LAP SPLICES WITHIN THE POOL 16*0 AUGERCAST 24' L #4 0 8" O.C. LONG SHELL WALLS. '�l�2'-O*x2'-0%l'-O'd± PILE CONCRETE PILE DIRECTION, TOP AND BOTTOM ILL. CAP AT SINGLE PILE, BEYOND 3-#4 EACH WAY ABOVE PILE Ilk, SEE PLAN FOR LOCATIONS 16"0 AUGERGAST 4' CONCRETE PLE w/ WATERPROOFING 6-#5 x 30'-0" LONG OF POOL DESIGNED 1_0"_ CD wl#3 TIES D 12*D.C. BY OTHERS -1 2'-0' l'-5*d x l'-4"w GRADE BEAM �_#4 BOTTOM 2'-Oo -4 REINFORCED w/4-#6 TOP AND V-4- 0 12" O.C. 4-#6 BOTTOM w/#3 STIRRUPS — 0 6'D.C. FIRST 4'-0'EACH END, FPB-31 PILE CAP AND GRADE BEAM GRADE BEAM AND SLAB THEN 0 12" O.C. AT MIDDLE < AT SWIMMING POOL SOUTH EDGE AT SWIMMING POOL EAST EDGE GRADE BEAMS AND SLABS AT SWIMMING POOL STEPS uj D z SEC SECTION LLJ SECTION r2 TION ��2 SCALE: 3/4'- l'-O" 1,�2 SCALE: 3/4" l'-O' 1,,�2 SCALE: 3/4" V-13" > FOYER 0 9-ICF WALL W/1-#5 VERTICAL ---\.�- .7;�,STUCCO FINISH AS PER 0 24" O.C. ARCHITECTURAL PLANS 0) #4 0 36-D.C. HORIZON 1-#5 VERT. DOWEL 0 24- O.C. 0 ul) TAL BEND INTO GRADE CID w/STD 90 #4 0 12- 0 C 1 00, BEAM ALIGNED w/ICF WALL #5 0 12- O.0 TOP REIN R REINFORCING ABOVE EL. +17.25' NAVD U�E L' FO CNG TEMPERATU w/STD 90*BEND REINFO C &AND TERRACE V 1/3 SPAN OF ING N CL W ui OPTIONAL CONSTRUCTION V WA�TER LINE :L. +17.91' NAVD JOINT/COLD JOINT EL 17 7' NAVD I 2-#4 SUPPOR.T "OP OF SLAB D.C. TOP Or6p-±O-F COPING #5 0 12 SLOPE w/STI) 90'BEND FI +17RA' NA r6, EL. +17.25' NAVD CANTILEVERED EDGE OF SLAB CONCRETE COPING ----------------- ------......... OR COPING AS PER POOL .,w MANUFACTURER/OWNER #5 0 12-O�C. BOTTOM-] VWATER LINE 6" STRUCTURAL CONCRETE #4 0 12- 0.C. ��,FW CONCRETE POOL 4 TOP "BENT BAR'---,\ SLAB TEMPERATURE GRADE BEAM/WALL w/ # 0 12* 0.C. 1-#4 0 12- D.C. VERTICAL, REINFORCING w E MONOLITHIC CONCRETE GRADE SWIMMING POOL EACH FACE, AND 1-#4 BEAM, SEE PLAN 6' STRUCTURAL 0 8o O.C. HORIZONTAL, 1- #4 TOP "BENTBAR* 7 CONCRETE SLAB 00 U) S 2'-6'd x l'-4*w GRADE BEAM EACH FACE. co 12" 0.C. 15 0 12* D.C. TOP �Z7111\�71�1\ 9 O.C. LO REINFORCED w/4-#6 TOP AND l'-4* C2 #4 0 8 NG P8 11 �\� �\,/I #5 *04 #4 0 8- O.C. LONG Ir -0' C DIRECTION, TOP DIRECTION, TOP AND BOTTOM SCALE:3/4"=V 4-#6 BOTTOM wl#3 STIRRUPS #5 It 12* O.C. BOTTOM FPB-11 .1 0 6' D.C. FIRST 4'-D- EACH END, L + 1 4 7'-2- V-4— AND BOTTOM c0l 6 THEN 0 12" O.C. AT MIDDLE EL. +1!.83' NAVD TTC En co BOTTOM OF GRADE -#4 VERTICAL /—#4 VERTICAL C2 C L G ON' Top B OTTOM ui 1 #4 BOTTOM *BENT BAR" BEAM 10 0 12* 0.C. Ir < 0 12"D.C. N 0 12" D.C. > r-0#4 HORIZONTAL L) 8. #4 HORIZONTAL O.C. 8' CONCRETE POOL SLAB a 8"O.C. WATERPROOFING 7w/1-#4 0 12" D.C. SHORT POOL .r� C. #4 BOTTOM -BENT BAR- OF POOL DESIGNED DIRECTION, TOP AND BOTTOM, V-4- 0 12" D.C. �BY OTHERS 3-#6 CON AND #4 0 8" O.C. LONG V-15"d x l'-4"w GRADE BEAM SECTIONS AND TINUOUS DIRECTION, TOP AND BOTTOM _--3-#6 CONTINUOUS DETAILS AT BOTTOM OF REINFORCED w/4-#6 TOP AND POOL WALL AT BOTTOM OF 4-#6 BOTTOM w/#3 STIRRUPS HE 3-3� 0 6' O.C. FIRST 4'-0" EACH END, Got. y POOL WALL THEN 0 12o O.C. AT MIDDLE GRADE BEAMS AND SLABS AT V GRADE BEAMS AND SLABS LOCATE ALL LAP SPLICES WITHIN I ISLAND TERRACE AND SWIMMING P OL THE POOL SHELL SLAB. AVOID AT SWIMMING POOL STEP DOWNS 0 LAP SPLICES WITHIN THE POOL \1�2'-O"x2'-O'xl'-O"d± PILE --N SECTION P-2 SECTION SHELL WAIA S. CAP AT SINGLE PILE, r5 SEE PLAN FOR LOCATIONS 03/05/2015 SCALE: 3/4* 1'-4- 3-#4 EACH WAY ABOVE PILE 1 4' 16"0 AUGERCAST �,�2 SCALE: 3/4" l'-O' auumpl3wom CONCRETE PILE w/ 1.naE PLAA AM DENMED M BE IN COMPLIOXE KM 7K STANDA11M CHMOPHIRCLUTWNC. -#5 x 30'-0*LONG coNowma ant)MURAL BIGMEER 1 v-0. 0. -0. 6 EBTAKAHED IN 88=001 8"FUW"ADNIMMIM OMF 42001110EDLAAMME w/#3 TIES 0 12" O.C. 2 IM MAP WWD FORCE FFMnNGMTMARE DEDGM IN ACCQFVA%M yo3oW4LLEffjgm,p_oFwA=w WrrH QVPM 2%ANWAM 742 WMA DEMN LaAM FOR&ADNN "2174M 2' 0" 2' 0" APIDUTHM9"LCnMWMWMW,#MTHEWINDLOkMANOVATED WMfAMWWLW3WWNDWlM0FtXW% &THE COMPOWMAND MAMM PAVE 111101 869=AND THBt UIE PCORPORAIM KM THE DEIM AM SPEC11FIMMIQ N ACCOF04111 WITH SWMW 6 OF M WMW DESM LOAN FOR MADIM AND 07MR STRUCTUFErkl9MM WPM L FLPEXM CNI IL 8'-4- 12* 5-3- 12* S-8- 12* CV) STEP 18" 5-0- WALL BENCH WALL 8 0<;& WALL LLI owl i W ILL IL UJ 0.C. =z W EL. +23.92'NAVID #4 0 12 a Lu W WATERPROOFING TEMPERATURE P U) EL�0_+l I OF POOL DESIGNED �_TOP OF COPING POOL ISLAND TERRACE REINFORCING _j P 675' NA _j F COPINC BY OTHERS FOUNTAIN 'ANTILEVERED CONCRETE 8" SLAB 6* SLAS 0 Lu< a ujq #5 TOP Z C4 BEYOND W UJ LL ,OPING AS PER POOL L3 03 u #4 BAR wl 90"BEND AANUFACTURER/OWNER EL. 1 .25 NAVD OPTIONAL CONSTRUCTION 0 12" O.C. 0 JOINT/COLD JOINT To _,8 E A C AS PER POOL-\ AT �NE END, 0 8" O.C. EL. +17.25' NAVID WATERLINE U. LL ANTILEVEREE ONCRETE COPINC f MANUFACTURER/OWNEF ILE L. -0-8" 110 Z(L #4 iP *BENT BAR* V WATER LINE Vu 0 8*O.C. WATER LINE Y x #5 BOTTOM EL. -l'-2' 04 0 12"D.C. 24" LAP 12" CONCRETE SPA WALL w/ SPA #4 REINFORCING 0 12-O.C. :EACH FACE, EACH WAY BENCH no __ - I --\-#4 TOP V-4- V-15"d x V-4"w GRADE BEAM -1 -H N P E E L E B- N E 0 w ND T 8*0 2 0 A 8" R ,C EL WA 24- T E r 4FOUNTAIN BEYOND 25 WATER LINE T CRETE SPA WALL w 14 T P 18* CONCRETE POOL C14 18"wide MONOLITHIC-7-U 0 -H 0 122' O.C. FP-B--3 REINFORCED w/4-#6 TOP AND 4_ P 2 TTOM 0 T 0.C. 4 O.C. TH GRADE BEAM/WALL wl (D I 1c,4 CONCRETE BENCH w/ 4-#6 BOTTCM w/#3 STIRRUPS #4 J�EL, -2'-8- 1 #4 REINFORCING 14 BOTTOM 0 6" O.C. FIRST 4'-0'EACH END, 1-#4 0 12- O.C. VERTICAL 0 1 -4 0 12" O.C. EACH FACE, AND 11-j4 0 12" D.C. 0 12* O.C. EACH THEN 0 12" O.C. AT MIDDLE L P S _# 2 TTOM A U ES 0 8" O.C. HORIZONTAL, -#4 BOTTOM WAY. (TYPICAL) LOCATE ALL LAP SPLICES 0 1 0.C. 12' WITHIN THE SPA SHELL 8- CONCRETE POOL SLAB EACH FACE. 0 12" O.C. L p 1-#4 REINFORCIN 12* SLAB. AVOID LAP SPLICES w/1-#4 0 12* O.C. SHORT #4 VERTICAL---' #4 BOrTOMI "BENT BAR 0 8"O.C. TOP ND LAP WITHIN THE SPA SHELL DIRECTION, TOP AND BOTTOM, 0 12" 0.C� LONG DIRECTION ADD 8- CONCRETE POOL SLAB BOTTOM WALLS AND #4 0 8- O.C. LONG #4 HORIZONTAL o 8" O.C. #4 BOTTOM w/1-#4 0 12" O.C. SHORT /-8" POOL SLAB DIRECTION, TOP AND BOTTOM 0 0 8, O.C. DIRECTION, TOP AND BOTTOM, IN FRONT -1 ----------------- ------------ ------ ---ANDr-#4-0 8'-OX�---LONG .... -------- .......-------- -------------------------- ------- U- .......... 3-#6 CONTINUOUS DIRECTION, TOP AND BOTTOM AT BOTTOM OF 8- CONCRETE SPA SLAB -------------- _7------ --------- ------------- ----------- ------------------ ------ POOL WALL w/1-#4 REINFORCING NAVD k 0 12" D.C. TOP AND ---------------- BOTTOM DID THE POOL SHELL SLAB. AV _�*EL +11 60' NAVID) EL. +11.40' NAVD LOCATE ALL LAP SPLICES WITHI �'_TbP OF-PILE EL +12 08 OOL T6P+11*60 Top LAP SPLICES WITHIN THE P TOP OF PILE TOP OF PILE SHELL WALLS. EL. +11.75' NAVID T-O*x2'-O*x1'-O'd PILE TOP OF PILE 16'0 AUGERCAST 16*0 AUGERCAST 3-#4 EACH WAY ABOVE PILE C AP AT SINGLE POOL z CONCRETE PILE 16'0 AuGERCAST CONCRETE PILE A F ILE, SEE PLAN FOR IN FRONT CONCRETE PILE ONT IN FIR ------ L OCATI ON S I t i ,,-16"0 AUGERCAST IN FRONT t CONCRETE PILE IN FRONT 16*0 AUGERCAST UJI CONCRETE PILE w/ f-#5 x 30'-0" LONG uj wl#3 TIES 0 12" O.C. > B�ME L. -15.0 0' N A V�LD OF PUILE _J _'J i !_, SECTION THROUGH POOL SPA N #4 TOP BAR w/90'BEND .25' NAVD ri--N SECTION AT ONE END, 0 12" O.C. '\�-3 SCALE: 3/4* 1'-0* W($E - FS C'4 #4 TOP -BENT BAR 0 12" O�C. SCALE:3/4" V-0* L #4 0 8- O.C. 1. - MAINTAIN 2 1 B"CONCRETE POOL SLAB 2 TOP AND BOTTOM I CONCRETE COVER wl 1-#4 0 12*D.C. SHORT AROUND OPENING DIRECTION, TOP AND BOTTOM, I AND #4 0 8- O.C.LONG #4 o 8" O.C. LONG- DIRECTION, TOP in DIRECTION, TOP AND BOTTOM AND BOTTOM io --- POOL fn 1-#4 TOP -BENT BAR" I ADD 4pcs#4 x 3'-0* 24- qAP 0 12" D.C. DIAGONALS AROUND DEEP SECTIONS AND I WELL DRAIN OPENING, #4 BOTTOM "BENT BAR' #4 0 8- O.C. LONG M I TOP AND BOTTOM DETAILS 0 12' O.C. 0_9 DIRECTION, TOP AND BOTTO __4 i I A DEEP WELL DRAIN EL -5'-0" (EL +12.25- NAVID) IN OPENING REINFORCING DEEP WELL DR P-3 SECTION #4 BOTTOM -BENT BAR- r3 1'-6"d x V-4"w GRADE BEAM 0 12' D.C. n I '\�-3 SCALE: 3/4" V-0* 03/05/2015 REINFORCED w/4-#6 TOP AND NALM POW NM"E 4-#6 BOTTOM W/#3 STIRRUPS FP_B_-_3_j CHOMPHSt c.KOM W_ 0 6' O.C. FIRST 4'-0" EACH END, j.ymW K.#m mE DESOM M BE IN OMPUANM WrrH M STANDAM copoLmsmcnmemsm THEN 0 12- D.C. AT MIDDLE FEfflrAaAmmiN$EMM=aRDFMAADMMMTWCDM =09mmAvom 2.IMMMWMFOFMFMMIYSTMWMMMOACOMMANCE 040MALE BECK ROMA12W wrrH OVFM2&MWOM 7.12 NNkKM DESIGN L&M FOR KRDIM P*204W GRADE BEAMS AND SLABS AND OTHot InRLCTUFIW TOWMMAND 7HEWM LO"MOCKED 0*00@FNL— VM A MMM MW W=WW OF 139 WK AT SWIMMING POOL STEP DOWNS &nECMroNWMmvMaMMVEoMN3RB=MVnMUW scokpommWom MOMMAMMINMOOMMM W=SW=0 OF M WMA DWN UOM FM MXJVM#N 4SECTION oyMsTRUCnffWMEwnommwm2 I FLPAMM sc E:� 3/4" - l'-O" 48" NOTE: DRILLED AND EP CJ <CD 54* ��STUCCO FINISH AS PER OXIED '/,"0 THREADED-ROD (L cn C4 ARCHITECTURAL PLANS '/,'oxl2* HOT DIPPED CONNECT10N SYSTEM �DOUEILE ,45 BOTTOM "BENT BAR 2"x4" SPF NO.2 STUDS #4 0 32- O.C. GALVANIZED THREADED STUDS HORIZONTAL 11" ICF WALL w/ 1-#5 VERTICAL MAY BE SUBS11TUTED FOR THE 2"x4'P.T. SYP No.2 BASE PLATE w/ 0 12" D.C. 0 2 4" 0.C. 8 w CAST-IN-PLACE ANCHOR BOLTS. '/,"Oxl2*HOT DIPPED GALVANIZED ANCHOR COUPLER NUT It 1-#5 VERT. DOWEL 0 24- O.C. EL. +18.04 NAVD a. / Lu w 6"STRUCTURAL 195 0 12" D.C. TOP \l/ BOLT OR DRILLED AND EPDXIED '/2*Oxl2" ul 0 TOP OF SHOWER 2"x2"xVS*PLATE WASHER It SI AR w wl STD 90*BEND INTO GRADE HOT DIPPED GALVANIZED THREADED STUD AT AND HEX NUT CL cot (D w S-31/2"± BEAM ALIGNED w/ICF WALL ALL DRILLED AND EPDXIED DOWELS SHALL BE EACH ALL-THREAD CONNECTOR ROD LOCATION D.C. TOP :3 z wzwx a Lu Lu uj 0 qCRETE SLAB_�ORCING STD 90-BEND REINFORCING ABOVE INSTALLED NTH SIMPSON STRONG-TIE *SET* :#4 0 12-0 C cr 1/3 SPAN TOP RE, #5 -EIENT BAR* 1-#4 CON71NUOUS #5 0 12 TOP REINFORCING AROUND PERIMETER 0 12' 0.C. #4 CONTINUOUS AT CURB TWO COMPONENT EPDXY ADHESIVE OR EQUAL. TEMPERATUR'i IL- SHOWER IL . + _j�-co"L ORT INSTALLATION SHALL BE IN ACCORDANCE REINFORCIN EL 18.33' NAVD a uj NAVD WITH THE MANUFACTURERS INSTRUCTIONS. ----------------- TO OFSLAB w (D' ET bLp-±0_1 IF,-RL A B NGVD) a) z (+19.43- NGVD) x w LL 0 it 01 A-B( A- n LEL* +17,113'NAVD 8 .C. w U. C4 Lu #4 0 12-0 0 -1 #5 -BENT BA I YBOTTOM OF SLAB LL TEMPERATURE L)i BOTTOM REINFORCING # z(L 0 8'D.C. #5 0 12- 0.C. 4 0 12*O.C. TEMPERATURE REINFORCING j F InT BOTTOM REINFORCING #5 0 12- O.0 BOTTOM #4 -BENT BAR- TEMPERATURE 54" +16.83'NAVD V-4- REINFORCING 0 12" O.C. —7 OBhTTOM OF GRADE BEAM l'-6*d x V-4"w GRADE BEAM V-15"d x l'-4*w 7GRADE BEAM �-4 G, To 6* STRUCTURAL REINFORCED w/4-#6 TOP AND REINFORCED w/4-#6 TOP AND 2*-6"d x l'-4"w GRADE BEAM 83' NAVD w U S GE37 CONCRETE SLAB 3 R +15 ___l EL 4-#6 BOTTOM w/#3 STIRRUPS 4-#6 BOTTOM w/#3 STIRRUPS REINFORCED w/4-#6 TOP AND 66TTOW OF GRADE FGB-3 0 V D.C. FIRST 4'-0" EACH END. 4-#6 BOTTOM w/#3 STIRRUPS BEAM 9. 0 6" D.C. FIRST 4'-0"EACH END, #5 0 12* O.C. BOTTOM THEN 0 12" O.C. AT MIDDLE 0 V D.C. FIRST 4'-0" EACH END, THEN 0 12" O.C. AT MIDDLE w THEN 0 12* D.C. AT MIDDLE FG-13 g VERTICAL DOWEL co GRADE BEAM AND SLAB AT BATH NO.1 SHOWER STEPDOWN INTERIOR BEARING WALL w/ THREADED ROD SECTION SECTION r2 V-6� SCALE: 3/4' V-0- \,�6 SCALE: 3/4" l'-O* 0 0 U. ,,--STUCCO FINISH AS PER LOGGIA STUCCO FINISH AS PER ARCHITECTURAL PLANS LOGGIA ARCHITECTURAL PLANS #4 0 12" 0 C #4 012- O.C. �E 16*WIDE COLUMN TEMPERATU E 18" WIDE COLUMN TEMPERA U BEYOND 2"x6' P.T. SYP No.2 #5 0 12-O.C, TOP BEYOND 0 2"x6* SPF NO.2 STUDS G #5 0 12-D.C. TOP NF RTC NG REINFOR IN REI N BASE PLATE W/1/2"OxIO" 0 12'O.C. 1/3 SPAN OF ING: w/STD 90'EIEND�,/.3 I SPA CING HOT DIPPED GALVANIZED 1pc SIMPSON SPH6 w/STI) 90*BE D I OF RE NFO C N REINFO EL. +1775 NAVD EL. +17.75'NAVD x 0 12" O.C. 2-#4 SUPPORT DGE OF SLAB EDGE OF SLAB z SLOPE (+18.85- NGVD) 2-#4 SUPPORT PLATE WASHER 0 24"D.C. SLOPE (+18.85'NGVD) #5 0 12" D.C. TOP O.C. E ANCHOR BOLT W/2*x2 #4 012 I TEMPERATURE to 'o EL -18.13 NAVD CIA r __ C14 REINFORCING F SLAR uj (+19.43' NGVD) D OR T E E #5 0 12- O.C. BOTTOM #5 0 12- D.C. BOTTOM Q ;�EL. +17.83' NAVD z to U L BOTTOM OF SLAB LLI 6' STRUCTURAL CONC ETE 6" STRUCTURAL CONCRETE I SLAB L 0 12" SLAB cli #4 0 12- O.C. TEMPERATURE > #5 0 D.C. BOTTOM REINFORCING EL. +16.40' NAVD A . . - - I l'-4"d x V-4"w GRADE BEAM GRADE EA t B M L) B6 +lW6.83' NAVD REINFORCED w/5-#6 TOP AND Y BOTTOM OF GRADE 2'-6"d x l'-4'w GRADE BEAM V-6"d x l'-4*w GRADE BEAM-/�� _ffo BEAM REIN�FORCGEI) w/4-#6 TOP AND 1 4 OF GRADE BEAi� pe5 REINFORCED w/4-#6 TOP AND 5-#6 BOTTOM w/#3 STIRRUPS 4-#6 BOTTOM w/#3 STIRRUPS 6" STRUCTURAL 8" CMU "BREAK-AWAY' 4-#6 BOTTOM w/#3 STIRRUPS CONCRETE SLAB 8_ 7. 0 6" D.C. FIRST 4'-0- EACH END, V-4' WALL BELOW, SEE 0 6" D.C. FIRST 4'-0* EACH END, 03 THEN 0 8"O.C. AT MIDDLE 1 V-4- 0 6* D.C. FIRST 4'-0" EACH END, SHEET S-2 THEN 0 12" O.C. AT MIDDLE EL. +15.25'NAVD FGB-3 #5 0 12' D.C. BOTTOM 136TTO, BOTTOM OF GRADE THEN 0 12" O.C. AT MIDDLE 0) GB-5 (9 FGB-6� BEAM GRADE BEAM AT LOGGIA EAST EDGE CONDITION GRADE BEAM AT LOGGIA NORTHZSOUTH EDGE CONDITION INTERIOR BEARING WALL w_/ SIMPSON CONNECTORS SECTION SECTION SECTION r4 r3 �,�6 SCALE: 3/4* - l'-O" \,�-6 SCALE: 3/4* SCALE: 3/4* - V-0" 26' 2'-6j- 12' ELEVATOR PIT i2:� I 1 9- ICF WALL W/1-#5 VERTICAL FINISH AS PER L. +1 U ARCHITECTURAL PLANS N #5 TOP -BENT BAR ARCHITECTURAL PLANS -7 NISH AS PER 7.33' NAVD 0 24* O.C. OP OF ELEVATOR SLAB #4 0 32- O.0 HORIZONTAL 1-#5 VERT. DOWEL 0 24- O,C. 11" ICF WALL w/1-#5 VERTICAL I l'wl STI) 90*BEND INTO GRADE #5 -BENT BAR- OZ�0 24" D.C. #4 0 w E 6" STRUCTURAL #5 0 12- D.C. TOP a. 12" D.C. BEAM ALIGNED w/ICF WALL ERATURE or . REINFORCING ABOVE CONCRETE SLAB� 0 12"0.C. TOP TEMP w/STD 90'BEt 1 #5 VERT. DOWEL 0 24- O.C. #5 0 12- D.C. TOP REINFORCING S "D Sp I 3pcs #4 to w/STD 90'BEND INTO GRADE w/STI) 90*a Ln M 1/3 SP N TOP REINFORCING :z TEMPERATURE 04 3 SPAN OF REINFJOCING ISLAND TERRACE 04 BEAM ALIGNED w/ICF WALL EL. +17.75' NAVD REINFORCING EL. ±1,8.N ,NAVD wg op NAVD +19.43' NGVD) to to To 0 SL CANTILEVERED ORT\ REINFORCING ABOVE TOP OF COPING 2-#4 SUPPORT -11-T 0 SLA SCALE:3/4" 1' GO I V-�=i-�-- - -TV a AB EL. +17,25' NAVID CONCRETE COPING .I - I I I (D . � . . I SLOPE 104 AS PER POOL N k_N_ �.I_j-_l--___.___--- ' NAVD co E L_ 1 F7. ' T6p±_ 6 #4 0 12* D.C. MANUFACTURER/OWNER 0 S�A W,, ..A.. I I TEMPERATURE WA R�LINE H O.C. BOTTOM-] 6 OEL B6 +17.�LlF AVD REINFORCINC #5 0 12 :ffoM 0- /Z -1, /a SLAB FOUNDATION #5 0 12* 0,C.- OPTIONAL CONSTRUCTION 6* STRUCTURAL #4 0 12- D.C. TEMPERATURE BOTTOM V-4- JOINT/CO D JOINT 7-16" CONCRETE POOL SLAB REINFORCING SECTIONS AND l'-6"d x l'-4*w GRADE BEAM -1 GB-_7� MONOLITHIC CONCRETE GRADE 6* STRUCTURAL IAT E TL' + p' h. I (@ C OAN'n CONC AS PI MANU #4 0 1 RE INFOP 6_ STRI 0 C CONCRE 0 15 0 1 2 J5 0 12- 0 ,4 C- E TEM U TTOM RE REINFORCED w/4 _f F SWIMMING POOL GRADE BEAM/WALL w/ DETAILS __-1 #4 0 12" O�C. #5 TO Ln 1-#4 0 12* D.C. VERTICAL, N CONCRETE SLAB -#6 TOP AND FGB-_3 p BEAM, SEE PLAN 4-#6 BOTTOM w/#3 STIRRUPS TEMPERA'URE REINFORCING c. EACH FACE, AND 1-#4 _J5 0 12" O.C. TOP 0 6" O.C. FIRST 4'-0"EACH END, #5 BOTTOM REINFOR ING 0 8* D.C. 0 8*O.C. HORIZONTAL, V-15"d x l'-4*w GRADE BEAM REINFOrRCING THEN 0 12" O.C. AT MIDDLE cli REINFORCED w/4-#6 TOP AND V-4- #5 0 12" O.C. BOTTOM 1 0 C I I EACH FACE. 0 8"O.C. 2'-6'd x l'-4"w GRADE BEAM 11-4- 7'-2- 4-#6 BOTTOM wl#3 STIRRUPS + 8 ' NAVD V-4- [-G---_-- EL. +15.83' NAVD C.B 8] 0 0 0 6'O.C. FIRST 4'-0" EACH END, 8 OM C RER FORCED wl 4-#6 TOP AND #4 VERTICAL R 80 'OM OF GRADE �T ui ,---#4 VERTICAL THEN 0 12" O.C. AT MIDDLE BEAM EL. +16.83' NAVD 4-�6 BOTTOM w/#3 STIRRUPS 10 0 12' D.C. 10 0 12"O.C. -6 _§OTTOM OF ELEVATOR 0 6' O.C. FIRST 4'-0" EACH END, S *N 0 12' D.C. AT MIDDLE #4 HORIZONTAL #4 HORIZONTAL GRADE BEAM AND SLAB AT ISLAND TERRACE GRADE BEAM AND SLAB AT ELEVAtOR PIT 0 8*O.C. 8" CONCRETE POOL SLAB 0 8'O.C. 03A)6/2015 w/1-#4 0 12* O.C. SHOR' SECTION K11DIMPEFISTISM 3-#6 CONTINUOUS X DIRECTION. TOP AND BOTTCM, LOCATE ALL LAP SPLICES WITHIN r7 04MOIRMC,KAM 1C SECTION AND #4 0 8- O.C. LONG THE POOL SHELL SLAB. AVOID 1.THMK"AMOEMOMMIEINGOMPUANMWrrHTMIrANDk�IDS AT BOTTOM OF DIRECTION, TOP AND BOTTC M LA SPLICES WITHIN THE POOL SCALE: 3/4* l'-O* OTAKOMINSECrK)NC"RDWAADMNSMTMCWE O"JUMSTF&CRNIXeiONSER SCALE: 3/4" POOL WALL I-- I 4MOSCEOLAMEM SHELL WALLS. 2.nE MAN WW FORCE FENUM WPM AM OESIOND N ADOOFOAMM JACKSONVLLE SEEACK ROMA 3= WffHOVPTEFt2lNdMM'rl2WMMDBMLa�MFM 002174M AND OrrIER ITRUMAW TOWMIFrAND M MISS)LOADS ASSOCIATED amemorld- VWHAWlflMlAWVVld)Sl-MOF130MF4L &TW COMPORINM AND CLAWNG MVE 9M OBEGM AND I�M USE 11001WORAM KTO M DESM AND 3PEWCAT04 N AOCOROANCE WN SEMON I OF THE WIMM DESM LOADS FOR N&MOS AND OTHER STRUCTLIM NEWDED N NOTE I FLPE30M cmp. iwo 0, 14 C11 00 r rn'C C'l MAP OF SURVEY Date 0 C4 0C 11 1�:IT NXII Public Mrks Department 4 cr C) City of Atlantic Beach C4 P*n1dl NG'Md Addron:459 SEACH AVEME < IMPERVIOUS AREAS TABLE Z z Reawred Stmae Vdume 1:4 LOCATION EXISTING POST CONSTRUCTION A COW* FRONT GARAGE 967 SF 1,305 SF AND COTTAGE Storsd on SO@.Vol=*orFt~jj doinod MS102WM V-CARM2 C4 z MAIN HOUS ':�". i Where: V-Vok"soffturmff E 1,635 SF 2,752 SF <0 C 'Z4 a. f A�A(#Qa(lolkvsW***aj < _J t FRONT DRIVE S AND 3,785 SF 1,146 SF z WALKWAYS A Lot Area JJ4 a 13,250 se SIDE AND REAR 1,348 SF 1,125 SF 7. Itunaff coaftlent WALKWAYS -4 Arm LOAm — HVAC PADS AND M) 116 vM 40 SF lowperwous 711" 13'm ---FAO _a 10 SF iA1 4.'� — . — ; I '_..' 0 SCREEN WALLS Pervious 1;2M A GARBAGE AREA AND Rw"ffCQ4Mcb=tjC)- L17 28 SF SCREEN WALLS 7 ltunoNVok" V. 9.67 )t x ej f STAIRS AND SIDE V. f1w Ye WALLS 205 SF DO *-Inw ul v r s _ .' 7- C LAt Am JAI a le POOL DECKS 535 SF Area LdAroa POOL EQUIPMENT a 43 SF --- 7." 1 � -1 v i asoctiodon Im I l'��_ ' I , vow WALLS AT NORTH _P�us �% 111%, i &so %13A sm% M2110 &" 0.09 AND SOUTH 192 SF PROPERTY LINES AlUnuffVskuror V 0.95 13,21ill 9.3 1 C) ORNAMENTAL WALL 15 SF V. 6's" le REAR BULKHEAD 50 SF DVI PO$Ido�*omordR~Voitmo-pmw*Wo-mvtRmWV"no 50 SF Promded Storacle- U TOTAL IMPERVIOUS 7,795 SF SF Am AREA 11111) �;r Iq a 9 90TWIG # T" lloeo� TOTAL LOT AREA 13,250 SF 13,250 SF wonleflon Area IMPERVIOUS OOTMU 58.83% 56.12% 0 TOR PERCENTAGE OF Am a-a" TOTAL AREA 0 1 NOTT01111 0 0 701111 > Inground steraggsA-irpr EXISTING SURVEY �:) Am Arva2 Le S"EPAW a.CIEV&P4w dx depth to I!SNWx is M$WrWytX W MAPPER N.LS 5005 p-pars factor a U Nwwt ft. TWI I�A Z-2 le 0ATWRl 1 500 R A \A1 I F' RFArl4 Inground Storagw L .......... ........ Ite"Ired Treatment Vokow= 423 le Suppiled Trootment Volume a tf) d 4L :�J' I N 6'7 5 C� > 0 ( ) N.) 4�1 4% >1 4 E DEMOLISHED NOTE: ALL EXISTING BUILDINGS, DRtVES') AND WALKS TO B' 714' 4 7' U_; z > 0') 57 r, CN > —7— SO4*521'02$# lR�HNG 21aD — 2. 13 STiN'C 531141 0 03'- 11 FOUND 1/2* iRON Pil N'TuR NN I 'E,-2,6-6-. 3 W000 AND CONCRETE WALL 200-01' I'RON TO !-RC) t P3>F N' on-I.- Ma o e E z �L_:-d X I s 35.,38' -�o Cca N T (n 4 1- S�� 0-r 5' 1 Or 20 4: < rc SF 341 SF A/ la, M EXISTING z SURVEY AND F > IMPERVIOUS 00 SF AREA A It 5 SF 23. 4' 'N' A1.10 _T =, 4: 7 r771 5-4, %J _'N S83*30 15 W 1 05-11-15 R 0' 265-27 > 47.3' 27_4� 2i S EXISTING IMPERVIOUS SITE COVERAGE 47 757 -3� 98 Z < It 0 Z -.4 Cq " en rq 0C rj Cq en or < -------- < 'P<Eno ......... Z Z U If 11 1 J_ 'It C001< RE 5<'C2 'A' it if I t 1 t -- 1 I_ If z a. 717-1-7 I 1 0 ----------i 1. ...: -11771 I N-D o__ F—- A- 0------------I - _' I I _ , ,-1 ---- ------ r _73 T7 via < _4 0 L-012-Turtle Friendly I.S333ANS-2LED Pool Luminallm(Turtle Friendly) LED L-014-S ARCH LUMINAIRE R3A(12V,120V 230V LED)-Turtje Friendly COLLECTION 24— ------------ z < MW -F-AMB-2-115-06-F-AMB-FL DLD I.A 41'"n tw� Gamat ikint.,Module AQUA AMBER LED AMBER LED TRIM w 0- SPECIFICATIONS J. iC a-- WALL MOUNTED STEP LIGHT > FWC CERTIFICATION 7-FKm 1 4 VrE 7-4-It wit Pound We�uftow #2008-007 POOL LIGHT FIXTURE 9991 PATH LIGHT FIXTURE FWC CERTIFICATION (51. U RJ FWC CERTIFICATION #2012-001 f,tmc;%_uvmft < #2010-01 4ve C "-NJ JNO.4�_ TV. F.-4, 0- ir Fq I—' F."d�I ::F— The L3333AW-2LED it a"inuning pookated lunfits",and of FFvvCC W."A C.0,06.#2011101 'P*�0;I "Iw(1111*4 Lumase"wit most popum lurninaver,a is exinscricried entirety of-16 mirmumficni:stenhiss aural.arid has a spa"tai giii-am%.Kn to -A-FL-RS12-60MLED-FR-FIN-DB 41111FASP is ensure arn of*a,$perperulicularin this orsiallaw surface arnin park I"V�#�-'7 F.....�F 4W m I. x'w.. IfIbs�ffl nin.is hat Th..*.OrLED.Y.-r.th.-m-umd.6- FRAmv txvQ WALL SCONCE AT EAST ORDER GUIDE -------- ofcalo,and iniptoved energy afficiamy IU,%Z= 2xv.ft sa..' WALL OF COTTAGE PORCH L-012-FR-4W-A-FL-FIN-I)B 1 mr, 'm I z1vi *ASP w St-H.Wt 12'Mc.) QJk.),16'(40-),20'(51.� ato.�Tpr 02 c'__ main Outrum", 06 wass- IW 06-0-- .=., U W.�_ RECESSED FIXTURE 111A i N,NP I F,L Ff, I'mm niche AT MAIN ENTRY PORCH R-3A-12'-12VMR16LED-4W-AMBER R"S C.*wopd- r.Lu'rpnw.'.a'". 4WA I Aw�p fHgsg bright"$* YWA 9 ArAW- N m I'm Re 3- P Rating P68tov(2,n) it 3 C- �4.&jCL1),j 2)P.0,UN-,g 31 L Fix G-,V�. AW FwV FAM constrdcdm 316 marine grade seadessi" kw-Aild" IK'!0 with vaciew,lent ran, NK4cNmKL3Nnm N&4864rm-VWWAkffi*MMKIOONW� Standardinchisions Tifflon coated c"r sc,evnrt PEE! W)WJPAN" IMA 1) �IFER S ----------- ELECTRICAL LEGEND 4' 8' 16' NEW EXTERIOR LIGHT FIXTURES VISIBLE FROM THE BEACH Ea-ma OWNER REQUEM MASTER IRET uxam wmm srrp BOLARD`W`U`Mky LIGHT SYMBOL FIXTURE TYPE NUMBER LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT ELECTRICAL METER SWITCH AT BEDSIDE THAT WLL UGHT.FWC WIUDUFE commainom FIXTURE-FWC CERTMCA7IGN GAS TANIKESS TWH OF FIXTURES NUMKP_2006--W7. NUMBER 2010-01 WATER HEATER METER CONTROL A UST Or LIGHT DUPLEX OUTLET FIXTURES TO BE DETERWIED POOL UGHT.PRIC WROLIFE — RECESSED STEP LIC44T FIXTURE CREE XP-E LED4W AMBER RECESSED AT WALL MAXIMUM HEIGHT catinFIC101011 NUMBM 2012-001. IN GROUND Dftcnow BY BEACHSIDE LIGHTING,STOCK 33 1520K,60'SPREAD 21-DI A OVE GRADE SITE LIGHTING 4'DOWN UGHT-RAN —IS A UGHT F1XTUIRE_ MIMIC COMPRESSOR NUMBER.L--0I2-4W-A-FL-FIN-DB OR 1-0?ABOVE RAISED PLAN AND GFCI REFLECTOR PAR2O-30W Wait VMTAGE TRANSFORMER ON CONCREIIE POO TERRACE FLOOR DUPLEX GCF1I WATERPROOF—-0. e DOWN UGHT CLEAR LENS-@A I POSSIBUE LOCA71ONS SHDWH MOM AM CARBON MONO)IDE Car WEST LOCATIONS TO BE 19 RECESSED STEP LIGHT FIXTURE CREE XIP-E LED 4W AMBER RECESSED AT WALL 1-0 EXTERIOR PAR2D39W DETECTIOR TRIED shrm-0 5 1520K, ABCIIIE PERCH FLUOR QUADROPLEX OUTUET—=41) BACKUP-CELIHO NUMBER,L-0I2-4W-A-FL-FIN,-DB DErERNINED BY ELECTRICIMIN W= TMEPHONIE OUTILET—4Tm. BY BEACHSIDE LIGHTING,STUCK 64r SPREAD 5. LIGHT-RAN OONE—OD B AND ARCHTECT TOGETHER Ilk FIXTURE TYPES REFLECTOR PAR3G-WW ED 0 TV OUTLET INCLUDES CNRE—Ifw 121 STEM STANDARD F13R FLOOR OUnET —9 INTERIOR WALL SCONCE WL0UffUF0MffTJVRE4=LAT POWER NO DATA CONMEMON WALKWAY LIGHT FIXTURE BY 4W LED AMBER CAPPED P13ST AT 220 VOLT OUTLET—'024M 4'LOW VOLDIGE ART UGHT 2X2 FUUORESCOa COLOR SOFFIT-FWC WLDLIFE BEACKSIDE LIGHTING,STOCK NO. GMT FROM GRADE 311W MR16 CORFISCIED CERRIFICANION NUMOM DATA CONNECIION R_3A-20'-12VMRI6LED-4V-AMBER 3 GROUND 19.8'HEI mcnom Box r LOW VOLTAGE 8" — C' DOOM FAR SILIENT so Crm_ 2012-042 SPEkMERS MOUNTED,TO UNDERWATER POCIL LIGHT 3W LED RED ORANGE RECESSED AT WALL BELOW WATER SURFACE JUNCTIQM BOX FOR TV—[MTV FOR ART,MOPED CELING CEILING FAM OR FMCESSED,AT CELM—Em)) JW FIXTURE BY LUMASCAPE -,VV-35K LIGHTING.STOCK NUMBER: 3 220 VOLT JUNIC"90X—13 240V 2 UGHT WAM UGHT —(a C2 &j=rm AT— 61�% GARAGE DOOR OPENER — ML L8333"-2LED MASTER NO KrrCHEN Or HEADE111 -- WITH UGHT PD(TURE WU BOTTOM AT 12'-1- 32 immagnoN CONTROLS OUW__`B`IRR 0 Low vomm 0 C3 2-COIU3*H EXHAUST"No W"W__jE:Ej RECESSED DOWNJGHT FIXTURE 16 W AMBER LAMP RECESSED AT ABOVE PERCH FLOOR FLUiDNESCENT BY BASAL LIGHTING,STUCK NO I CEILING SHOWER TRIM LAMP$ INTEMUIL DOWNIUGHTS Aft K44OLER DLID-F-AMS-2-115-06-F-An-I'L ZM.L SKFC14 LED UNDER+GvER F8+F9 — 'LOCAIM lx.uwm IN ATnC 0�t:-i MOUNTED TO WALL 3 wky wau mwrm4—% CABINET rX4'RUMSCENT—FF5�j WALL - WALL SCONCE LIGHT FIXTURE 40 W AMBER LAMP BOTTOM AT 4-6- 03-23-15 1111310111OR PENDANT FDffURE w 2-32W-35K L---j 4WA=2.ED-FRF1ND0F%1C AIR HANDLER r;;Z1 LIGHTING,STOCK I FACING STREET AT FROM PORC14 FLOOR 4 WAY WALL SWITCH—% 3*Low VOLV=Tm MR WLKn CERTWICATION NUMBER: Ln.j Y BEACHSIDE COTTAGE PORCH NICHES 2910-021 FW-A-FL-RS12-60MLED-FF?--FD4-DIR REMOTE SIRTCN — 6"DOWN UIGHT SLOPED DISPOSAL SWITCH CEIUNKi WIT PAR 30 NOTE i:AM ELECTRICAL WRONG TO BE INSTALLED IN NOTE 3.ALL EXTERIOR LIGHT FIXTURES ARE TO DOW DOWN NOTE 4.ALL INTERIOR LIGHTING IS 70 BE SHMIDED FROM 114E Dcw"AT THE EAST.NORTH,AND SOUTH SEES OF THE NEW ACCORDANCE WITH CURRENT N.E.C.RECAMINDMENT&ALL EXMUSIYELY AND MEET ALL PCOURGAINTS OF THE FU)FXA CONSTRUCTION WITH*nJRnE GLASSr AT WRODOWS LaffnNG BEDROOM ounzm To MME ARC FAULT CIRCUIT INTEPOWERS FtSH AND WLDLIFE CCNWMMN COMMISSION FOR LIGHT INSIDE-TO-OUIMIDE LIGHT TFMMSMRTANCE TO 45X WITFM THE PEIR NEC ARTICLE 210-12. FWL"M IN AREAS OF SEA TUffrUE NEST14M comm VtSNjj UGHT SPECTRIUM OF 400 TO 700 MANOMETERS. FOITUIRES HAME MM*CALLED RN HERE.suesnTurnOMS FOR NOTE 2:LAYIOUT LUM GENMLY RDIRENCE THE CENTER OF THE CERTMED FWURES MNY BE MODE AS LOW AS THE NarE 5;ASSUME ALL NEW SWFICHIES TO BE DIMMAIILE TO BE 6 CMM BAY WAM WINDOW DOOR OR WALL SEMM TECHNM WAuw4EMEKM OF THE COMMISSM SFANDIRDS ARE CONFIRMED IRTH OWNER. SA71SF1EO- NOTE 6:&L FICTURES TO BE LED AS PIRACTICk PILE LAYOUT l.-O*.67 6'-0' 12'-2' 12'-2* 6'-7- 12'-5' 12'-0" 6'-0' -PILE LAYOUT PILE cm <CD LAYOUT 1-0' 6 6'-0' 7'-10* 6'- 7--l' 9'-2- PILE LAYOUT co IL cr) _T--- .0 L UJI _j w ILL IL(j) 3 Z W x :T, -------- ------ Lu q Ei_.�+17.83' NAVD,,K EDGE OF,SLAB"F im w Ily w 10 ('+18.93- NGVD) a< I EL. +18.00' NA VD,..k Z CNI 57' SL 0EL_P±1,8.33'NAVD TOP OF 2 U3 EL. +12.08' NAVD 0 w rz 1 (+19.10' NG� 0 0 SLAB 0 _j L 8 TOP OF PILE (+19.43- NGVD) ILL GHT _____L--------------- - Z(L A U POOL ---- ------ ----------- ---------------I r--- -----------=_I r ---------- ------------- ----------- '�----------- ------------- --------- NAVD m ui BENCH I:: OET6-±0_1 F11-960CA'.13 -c EL. -0-8" co ELEVATOR 'u) 12, 5'-0' '-4': 7 8 LJ L�M PIT 0 < Ll �2- �l 2", 5-3 18 12": 3-8 12 EL. +12.00' NAVD IL. +12.08' NAVD m w co w < - -- Rzol 'co L) TOP OF PILE TOP OF PILE i I 4� 0 1 V) EL. �2'-V+ N -3 "t UJ EL +11 67' NAVD Lo SPA FOtJNtAJN co T60 OF'PILE r r r WE 10 no F -I ----Jb-- --1 r------------ I --- ------------ STEPS ------ -------------- r --i--- ------------ r---------- .......... ----------- ------------ EP_B-�j fPB-73 ----------- --------------------------- _I.......... ------ --------------------- FP-B---3] FP-B---31 +1440' NAVO EL. +11.25' NAVD EL. +11.42' NAVD 0 EL. +lZ.08' AVD TOP_0F PILE TOP OF PILE _j m m +1106_0F PILE m vi 1 0 LL TOP 01 P� 5 EL. +18.00' NA P,a. 3 ^2 S, It m ui < CL I P_ TOP OF SPA WAI L (n P_ 0 P_ 04 0- En IN L)�- 1� 0 w w POOL Li L - zcjo 04 0 r�- P.-i- 00 w M EL +11.75' NAVD ir Z'j 0 EL -5'-0 L)�- 'Cli m z 'o EL. -4'-2-0 L) 0 m POOL DEPTH VARIES I DEEP WKELL 0 M Z F=. TOP OF rlLt M z 00 0 0 L)04 rl 6 m I (L EL. -4'-2* z 4'-2"TO 5'-0" DRAINS 0 z z EL. +11.90'NAVD 0 U N L) F-1 0 U w u Z F=- 0 04 w N z TOP OF PILE . ct;z 0 0 z uj cc 0 Li < 00 a LX; , loo 1 0 POOL LIGHT ------POOL LIGHT r- --I POOL LIGHT r------OOL LIGHT--,,. z z -------- ------- 0- - - '. --- ------ "i I -71 FPB-1 _J FPB--1 FPB_� FPB-11 FpB_ FpB--fl rp-B---ll I D I EL. +12.08' NAVD >_ EL. +12.08' NAVD EL. +11.90' NAVD EL +11.60' NAVD EL +1,1.-30NAV.D EL. +11.40'NAVD EL. +11.60'NAVD EL. +11.90' NAVD uj < TOP OF PILE TOP OF PILE TOP OF PILE ll I TOP OF PILE TOP OF PILE TOP OF PILE TOP OF PILE TOP OF PILE > FILE 0 < LAYOUT 1 l'-6* 12'-0" PILE LAYOUT 54'-0" 43'-9" D ca 75'-0" m WALL POOL 0 ul) WALL CID 77'-6" POOL AUGERCAST PILE LAYOUT PLAN POOLNOTES; WATERPROOFIN�G SCALE: 3/8- - l'-O- 1)PRESSURE PIPING SHALL BE TESTED AS PER LOCAL G] BUILDING CODES, PRIOR TO BACKFILL OF POOL DESI NED 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND BY OTHERS INDICATES 16"0 AUGERCAST EL. -X'-X INDICATES POOL SURFACE COMPACTED TO A DENSITY OF 95%OF OPTIMUM MODIFIED CONCRETE PILE RELATIVE TO THE WATER LINE. STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE WATERLINE - EL.+O'-O" INSTALLED IN 12" LAYERS. -CANTILEVERED CONCRETE 3)REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE COPING AS PER POOL POOL, PLUMBING/PIPING, AND ELECTRICAL REQUIREMENTS. N V-6- MANUFACTURER/OWNER 75'-0" WALL WATERLINE TILE 'jlEL_ +18.00' NAVD POOL L +17.25' NAVD LL w E (TYPICAL) OF SPA WALL L 18" CONCRETE POOL --------- WATER LINE s /* v 12* CONCRETE POOL-_ GRADE BEAM/WALL w/ GRADE BEAM7WALL w/ 1-#4 0 12- O.C. VERTICAL, O.C. VERTICAL, -0" 1-#4 0 12 SCALE:318' V ly-1 EACH-FACE AND 1-#4 EACH FACE. AND 1-#4 8" CONCRETE POOL SLAB V Z 3' 4' 0 8'O.C. �ORIZONTAL, 8" CONCRETE POOL SLAB 0 8* O.C. HORIZONTAL, 64 w/1-#4 0 12*D.C. SHORT 10 EACH FACE. t -------------------- ---------- DIREXIION, TOP AND BOTTOM, W/1-#4 0 12- O.C. SHORT EACH FACE. EL. +ii-O-B- N A VD_ DIRECTION, TOP AND BOTTOM, BOTTOM OF POOL AND #4 0 8" O.C. LONG EL. +13.08'NfAVD DIRECTION, TOP AND BOTTOM ------------------------ ------- OL EL. +12.25' NAVD AND #4 0 8-O.C. LONG BOTTOM OF POOL '-r BOTTOM OF POOL DIRECTION, TOP AND BOTTOM tU J__ POOL EL. +12-08!-14k _7\ AUGERCAST PILE 7\ OL EL. +11.67 TOP PILE. NAvl NAVD E EL +11.75' NAVD: OL EL. +11.42' NAVD E TOP OF PIL EL* +11 40 NAVD EL +11.58'NAVD FOUNDATION ak, L. +11.90' Top TOP OF PILE 3-#4 EACH WAY_- EL .60 NAVD F E BOTTOM OF POOL TOP OF PILE PLAN EL .75 NA�D TOP OF PILE 0 PIL ABOVE PILE EL 412.08' NAVD SLAB L. +11 5 V NAVD 16*0 AUGERCAST Top PI Top PI �E 2 NA D EL. +12.00' OF LE OF LE -O"x2'-O*xl'-6�'d P TOP OF PILE 2' To PIL Afl� CONCRETE PILE OF E TOP OF PILE CAP AT SINGLE POOL: DEEP WELL BEYOND DRAINS t 16*0 AUGERCAST 16 0 AUGERCAST PILE, SEE PLAN FOR / CONCRETE PILE LOCATIONS 16"0 AUGERCAST CONCRETE PILE 16*0 AUGERCAST BEYOND BEYOND CONCRETE PILE 16'0 AUGERCAST- 16"0 AUGERCAST 16*0 AUGER 16"o AUGER ILE N CAST CAST CONCRETE P BEYOND 16"0 AUGERCAST: CONCRETE PILE CONCRETE PILE PILE CONCRETE PILE P-1 CONCRETE BEYOND CONCRETE PILE vi/ BEYOND t BEYOND BEYOND BEYOND 6-#5 x 30'-0 LONG: 03/05=15 w/#3 TIES 0 OIL EL -15.00'NAW OfWrOFNM C.VATHE W 1.7HEBE KANSAN DEMN070SEN CONFLIANMWFTH 7HE9rANDV= CON"T14 Sng)CTLR#L 81014M \F BTM OF PILE- ESTAMIM IN SOMM IBM FLOROAAOMMMATNE OWE MOSCBMANWE 2.lmwmwmFoRmFmwwSmwAmmwmwNAC0mVMX Momwv=NAMR0FlM=w WffH0#PM2kANSlAlCE'rl2%lNlMWS*NUM0SFWMW0S PMM74lw LONGITUDINAL CROSS SECTION mommmcnmwTownMANDTHEWMLa4MA88OCKTED WHANDMOBAWWROSPEEDOFJUMPH, hicoRpm7o wo THE oum ANo specmnm P AccarvANCE SECTION 3, I BOTTOM L vu �TIL U3 IE 1> 000. 0 +J�E EEL-P 2.01 EL +1,1.61 EL.,+1,1.4, E'L +1,1.6, EL J� +1 To P T� T_ OF T T r. OF Poo OF 1 -N EL. +11.40 NAVD EL +1 -58 +1 1 60 NAV� Top OF PILE BOTTOM OF P OF PILE EL. '11�2 5. NA r SLAB D 38 NA��l T, VE OF PILE SCALE: 318' l'-O" wnwownom#OFTHEWMMDMMUMMFCRMAMMMM 0THmffrRLCnAwmsfTKmlmNml FLRL� S-8' 3'-0' 7.Z5 OPTIONAL CONSTRUCTION -#5 0 12- O.C. TOP 12* C'4 JOINT/COLD JOINT w/STD 90'BEND 12- 12- C&4AVD ET50±0_F NG EL. +17.75' NAVD #4 0 12-0.C. ��STUCCO FINISH AS PER STEP STEP STEP CANTILEVERE) TOP OF COPING TEMPERATURE #4 0 36-O.C. HORIZONTAL ARCHITECTURAL PLANS FO CING CONCRETE C)PING EL. +17.25 NAVD AS PER POO- EL. 17.25' NAVD REINFO - ICF WALL W/1-#5 VERTICAL LLI 9 XL) OF, E�V aj � _j ER/OWNER #4 0 12*0.C. 0 24' O.C. U. TER LIN U)Ill WA E (L Co R z uj z m: C4 MANUFACTUR RATU TEMPERA TER LINE V WATER LINE V -0 �,-16" CONCREIE POOL #5 0 12" O.C. TOP EINF KING 1-#5 VERT. DOWEL 0 24- O.C, a Lu Lu Lu I.- § 1/3 SPA NG �gm /)il WATER I BEAM ALIGNED w/ICF WALL LINE TILE GRADE BEAM/WALL w/ WATERLINE TILE w/STD 90'BEND N OF REINFO Cl ul /_w/STD 90*BEND INTO GRADE m 10 C. 1-#4 0 12- O.C. VERTICAL, / 0 : REINFORCING ABOVE w< EACH FACE. AND 1-#4 12'CONCRETE POOL 2-#4 SUPPORT w a < - a Z C4 O.C. H)RIZONTAL, GRADE BEAM/WALL w/ 0 8" O.C. H in I , 1 33' NAVD It Lu Fe LL _j ;A AL L. '8 EACH FACE. 1-#4 0 12- O.C. VERTICAL, 6" STRUCTUR ET57p±O-F-. SWIMMING N EACH FACE, AND 1-#4 CONCRETE SLAB 16 SLAB #4 TOP "SENT BAR* E .25' NAVD U. �X\s 4-cs L. +1 0 8"O.C. HORIZONTAL, WATERLINE w/90*BEND AT ONE POOL cl, IN x i Z CL 1 1%1. #5 0 12- O.C. T 1 4- > EACH FACE. -0. BOTTOM #5 0 12-D.C. BOTTOM r rEND, 0 12" O*C, WATER LINE V) Fp_B-_fl - _#4 VERTICAL SWIMMING 24* LAF I POOL #4 E TTOM "BENT BAR'l w GRADE BEAM 0 1'? 0 12"O.C. EL. +13.08'NAVD A& FP_B-_2� BEYOND 6"STRUCTURAL CONCRETE 2 0.C. WAP BOTTOM OF POOL 1V SLAB . 1 1 . MONOLITHIC I CONCRETE LE "7E TE LAB 8" CONCRETE POOL SLA #4 HORIZONIAL STEPS INST�LLED AT B 16* EL. +15.83'NA w/1-#4 0 12" D.C. SHORT 0 a- O.C. BEYOND M 0 5VQ TIME OF POPL SHELL DIRECTION, TOP AND BOTTOM, 1 BOTTOM OF GRADE� M AND #4 0 Er O.C. LONG BEAM #4 4 DIRECTION, TOP AND BOTTOM V-4- 8'O.C. vwl __-3-#6 CONTINUOUS 2'-S"d x l'-4"w GRADE BEAM TOPTAND BOTTOM LN AT BOTTOM OF REINFORCED wl 4-#6 TOP AND OPTIONAL CONSTRUCTION -------------- POOL WALL 8" CONCRETE POOL SLAB 4-#6 BOTTOM w/#3 STIRRUPS JOINT/COLD JOINT < -#4 0 12'O.C. SHORT 0 6'O.C. FIRST 4'-0* EACH END, w/1 I - -- 0 < DIRECTION. TOP AND BOTTOM, THEN 0 12" O.C. AT MIDDLE w D #4 *BENT BAR* LOCATE ALL LAP SPLICES WITHIN AND #4 0 8-O.C. LONG 0 12" O.C. 't DIRECTION. TOP AND BOTTOM THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL 16*0 AUGERCAST-,., 24" L #4 0 8- O.C. LONG 0 SHELL WALLS. 1_2'-O"x2'-O"xl'-O*d± PILE CONCRETE PILE DIRECTION, TOP AND BOTTOM 0 LL CAP AT SING-E PILE, BEYOND 3-#4 EACH WAY ABOVE PILE SEE PLAN FOR LOCATIONS or "1�15*0 AUGERCAST 1- 4" CONCRETE PI-E w WATERPROOF:IG 1 0 1.-0. SN 0 C13 6-#5 x 30'-0" LFN(G OF POOL DE IGN]ED — wl#3 TIES 1)12' 0 C. �BY OTHERS L 2- 0' V-13"d x l'-4*w GRADE BEAMA \_#4 BOTTOM 2'- REINFORCED w/4-#6 TOP AND V-4- 4-#6 BOTTOM w/#3 STIRRUPS L 0 12' O.C. z z 0 V O.C. FIRST 4'-0" EACH END, FP B_-_31 PILE CAP AND GRADE BEAM GRADE BEAM AND SLAB THEN 0 12' D.C. AT MIDDLE AT SWIMMING POOL SOUTH EDGE AT SWIMMING POOL EAST EDGE GRADE BEAMS AND SLABS AT SWIMMING POOL STEPS D z SECTION r2-\ SECTION rF-� SECTION LLJ '\�2 SCALE: 3/4" l'-O" = 11-0. > V-2/ SCALE: 3/4' 1'-0* �,�2 SCALE: 3/4" FOYER 9- ICF WALL W/1-#5 VERTICAL STUCCO -INISH AS PER CID ARCHITECTURAL PLANS 0 24'O.C. 1-#5 VEZT. DOWEL 0 24- D.C. (D In #4 0 36-O.C. HORIZON 11-wl STD )0*BEND INTO GRADE #4 0 12- 0 C BEAM ALIGNED w/ICF WALL E REINFORCING ABOVE EL +17.25' NAVD TEMPERATU #5 0 12- O.0 TOP REINFOR ING w/STI) 90**BEND tn C I 1/3 SPAN OF RE NF CING 04 RANDTERRACE OPTIONAL CONSTRUCTION �LL.P±IF7.Z NAVD V WATER LINE L. +17.91'NAVD JOINT7COLD JOINT To 0 COPING 2-#4 SUPPORT OP OF SLAB (0 #5 0 12- O.C. TOP EL +17.83' NAVD CANTILEVERED SLOPE w/STI) 90'BEND CONCRETE COPING EDGE OF SLAB 17.25'NAVD EL. + --- ---- -------------- ------------ OR COPING L* + AS PER POOL to z MANLIFACTURER/OWNER .1 V W cli 5 0 12" D.C. BOTTOM J V WATER LINE 16*CONCRETE POOL N 6' STRUCTURAL CONCRETEI #4 0 12- O.C. FGRADE BEAM/WALL w/ #4 TOP -BENT.BAR"-\ SLAB TEMPERATURE 0 12 D.C. REINFORCING 1-#4 0 12" O.C. VERTICAL, w E EACH FACE, AND 1-#4 0 MONOLITHIC CONCRETE GRADE 6" STRUCTURAL SWIMMING POOL 1 0 8'O.C. HORIZONTAL. 1- 4 TOP "SENT BAR' , , , ,7 BEAM, SEE PLAN I U.) 00 U) 2'-6'd x 1*-4"w GRADE BEAM CONCRETE SLAB 0 EACH FACE. 10D 12" O.C. S 0 12" O.C. TOP #4 0 8-O.C. LONG #4 0 8- O.C. LONG REINFORCED w/4-#6 TOP AND CN DIRECTION, TOP AND BOTTOM SCALE:314* V-0' 4-#6 BOTTOM wl#3 STIRRUPS #5 C 12" D.C. BOTTOM lip—B-11 I FPB-11 DIRECTION, TOP 7'-2- V-4- > AND BOTTOM 0 6*O.C. FIRST 4'-0- EACH END, EL. +lt C�� THEN 0 12" D.C. AT MIDDLE +lt 83' NAVQ V) lo h6TTOM OF GRADE /_#4 VERTICAL uj /-#4 VERTICAL 1 #4 BOTTOM -BENT BAR- BEAM oo 0 12" O.C. 0 12*O.C. 'N 0 12' 0.C. > #4 HORIZONTAL r#4 HORIZONTAL 0 8"O.C. c a" CONCRETE POOL SLAB 0 8*O.C. POOL G -#4 0 12* D.C. SHORT WATERPROOFIN w/1 c BOTTOM *SENT BAR" OF POOL DESIGNED DIRECTION, TOP AND BOTTOM, V-6"d x V-4"w GRADE BEAM 0 12" O.C. SECTIONS AND �BY OTHERS 3-#6 CONTINUOUS AND #4 0 B-O.C. LONG AT B0170M OF DIRECTION. TOP AND BOTTOM __-3-#6 CONTINUOUS REINFORCED w/4-#6 TOP AND DETAILS C 0. D C 0- L N' 0 T BOTT N 0 G P OM N� L 0 'BENT BAR_ 0 1 2 0.C 4,, 7/, 4' N]ED 4 w GRA2E BEAIVI lr-4 POOL WALL AT BOTTOM OF 4-#6 BOTTOM w/#3 STIRRUPS FP—B--3-1 POOL WALL 0 6" O.C. FIRST 4'-0-EACH END, THEN 0 12" O.C. AT MIDDLE PO GRADE BEAMS AND SLABS AT tt GRADE BEAMS AND SLABS LOCATE ALL LAP SPLICES WITHIN ISLAND TERRACE AND SWIMMING PdOL THE POOL SHELL SLAB. AV04D AT SWIMMING POOL STEP DOWNS P-2 LAP SPLICES WITHIN THE POOL \\\_2'-O"x2'-O"xl'-O"d± PILE SECTION SHELL WALLS. CAP AT SINGLE PILE, r5--� SECTION SEE PLAN FOR LOCATIONS 0WO&M15 \t,2j SCALE: 3/4" l'-O" 3-#4 EACH WAY ABOVE PILE '\�2 SCALE: 3/4" l'-O* MADWpows" 16'0 AUGERCAST v 4 1 4 CONCRETE PILE w/ 1.r*$EPVMAKOESOMMEENCOMMIMMWFTHIWVANDAM QaTmm 1,-0- 1,-0- 1 6-#5 x 30'-D" LONG EUAMAMlN3EMMM4RMMA0MMM7KG0DF camummuMPALOOMM 4MOSCEMAAVOM w/#3 TIES 0 12" O.C. 2.TM MW W=FORM RESWM MOM ME DENOM N A000FDAHM agKWMWME4CK RAMA== WrrN OMER A AMMM 7-12 IAMM OEM LOMS FMAXORM 002174M 2' 0' 2'-0' AWarrmsnaLmorMWRMAW7MVWCLQC5A8WM7W J WHAM"BAWWWOMOFtNW4L I 1 7W COMPON13MAND CAMM HAVE BEEN ME=AND MM UBE 000MMUD KM 7HE DEIM AND 96MCAMM N ACOOFOAMM WrIH IWTM I OF ME WMM OEM LOM FOR KXDRM AND amet&TRucyumr macnCNED N NDTE Z FL PA mm 18" 5'-0' 8'-4- 12* V-3- 3.—B. 04 w, 18* 12" 12* QD a. WALL WALL BENCH WALL STEP a Lu �u .0 LLI WATERPROOFING Ir W EL. +17.75' NAVE EL +23.92' NAVD CL U) LL. OF POOL DESIGNED cl) TOP OF COPINC BY OTHERS TOP OF COPING J4 0 12- O.C. M z w z x cm I FOUNTAIN POOL ISLAND TERRACE TEMPERATURE Lu Lu Lu Q CANTILEVEREE AN11LEVERED CONCRETE REINFORCING no twc S2 � CONCRETE COPIN( #4 rOP BAR w/90'BEND BEYOND OPING AS PER POOL 8" SLAB 6" SLAB #5 TOP Lu ca MANUFACTURER/OWNEF ANUFACTURER/OWNE �EL 1.25' NAVD OPTIONAL CONSTRUCTION 0 12*D.C. z 04 AS PER POOL-\\ JOINT/COLD Q,<m Luv +1 wog�§ A T ONE END, 0 8'D.C. EL. +17.25' NAVD U) LL TOP -BENT BAR- WATERLINE JOINT -0-8 LE EL u. S 0 8" O.C. WATER LINE V WATER LINE 20 Z(L cr EL. -l'-2" 24* LAP 12" CONCRETE SPA WALL u #-- BOTTOM _< - - SPA 1 #4 REINFORCING 0 12-0 C I 'n 0 12* D.C. AY BENCH lo I co EACH FACE, EACH W 18" CONCRETE POOL '_ I - 11 GRADE BEAM/WALL w/ 'Doi 04 #4 TOP l'-4' 6'd x l'-4"w GRADE BEAM co -H 18" wide MONOLITHIC-7 I. 1-#4 0 12- O.C. VERTICALI #4 TOP .I - 'cj CONCRETE BENCH w/ 0 12"0.C. REINFORCED w/4-#6 TOP AND j4EL. -2'-B" 1 EACH FACE, AND 1-#4 0 12"D.C. #4 REINFORCING #4 BOTTOM FP—B 31 4-#6 BOTTCM w/#3 STIRRUPS 0 8-D.C. HORIZONTAL, 0 12" D.C. EACH 0 12'D.C. 0 6"D.C. FIRST 4'-0" EACH END. EACH FACE. #4 BOTTOM 0 12" D.C. WAY. (TYPICAL) THEN 0 12" D.C. AT MIDDLE co #4 VER-nCAL---' DO 12' LOCATE ALL LAP SPLICES #4 30TTOM -BENT BAR 0 12*D.C. 4R' WITHIN THE SPA SHELL 8* CONCRETE POOL SLAB LONG DIRECTION 1-#4 REINFORCING 12' SLAB. AVOID LAP SPLICES w/1-#4 0 12" D.C. SHORT ADD 8" CONCRETE POOL SLAB 0 8*O.C. TOP AND LAP WITHIN THE SPA SHELL DIRECTION, TOP AND BOTTOM, #4 HORIZONTAL 0 8*O.C. #4 BOTTOM W/ 1-#4 0 12" O.C. S BOTTOM 11-11" D< o a* O.C. HORT WALLS AND#4 0 8- O.C. LONG a DIRECTION, TOP AND BOTTOM, 8'POOL SLAB DIRECTION, TOP AND BOTTOM Ix 3-#6 CONTINUOUS— #4 0 8---O.C. LONG- IN FRONT 0 .............. DIRECTION, TOP AND BOTTOM _j AT BOTTOM OF ----------- ----------- ----------------- LL POOL WALL ---------- 'CONCRETE SPA SLAB -7- -------------------------------- ---------------- #4 REI NFORCIN G EL +12.08' NAVD ------- W/ .................... LOCATE ALL LAP SPLICES WITHIN 0 12'O.C. TOP AND THE POOL SHELL SLAB. AVOID TOP OF PILE LAP SPLICES WITHIN THE POOL B 7 7-1 ------ 01 OM 7\ EL. +11-40'NAVD SHELL WALLS. EOL +1160' NAVD co 0 11 + TOP+11-6 + T P Top &NAVD 3-#4 EACH WAY ABOVE PILE 2'-O"x2'-O'xl'-O"d PILE EL. 11.75 N AVD OF PILE TOP OF PILE Top 0 PI CAP AT SINGLE POOL F PILE, SEE PLAN FOR 16"0 AUGERCAST 16*0 AUGERCAST 16"0 AUGERCAST LOCATIONS CONCRETE PILE CONCRETE PILE CONCRETE PILE IN FRONT 16*0 AUGERCAST z IN FRONT IN FRONT CONCRETE PILE 16*0 AUGERCAST IN FRONT CONCRETE PILE w/ 6-#5 x 30'-0" LONG Lj w/#3 TIES 0 12* D.C. z W> 0 co L0 EL. -15.00- NAVD BTM OF PILE i #4 TOP BAR w/90'BEND EL. +17.25' NAVID SECTION THROUGH POOL SPA N AT ONE END, 0 12-D.C. WATER LINE SECTION iN-1 #4 TOP -BENT BAR- �,�3 SCALE: 3/4" 1'-0" w E .1 0 12" 0.C. s #4 0 8-O.C. 1 TOP AND BOTTOM MAINTAIN 2" SME:3/4* V-0. co B" CONCRETE POOL SLAB CONCRETE COVER wl 1-#4 0 12- D.C. SHORT AROUND OPENING c CL f4 0 8 O.C. LONG Ll DIRECTION, TOP AND BOTTOM, DIRECTION, TOP V) AND #4 0 8-O.C. LONG AND BOTTOM ID DIRECTION, TOP AND BOTTOM K) /-#4 TOP "BENT BAR" 0 12 O.C. ADD 4pcs#4 x 3'-0* 124" LAP I DIAGONALS AROUND DEEP POOL -0 #4 BOTTOM -BENT BAR" #4 0 8" O.C. LONG i WELL DRAIN OPENING, .1 0 12' O.C. DIRECTION, TOP AND BOTTOM -4— TOP AND BOTTOM SECTIONS AND CO DETAILS \l-K\ DEEP WKELL -5'-0" Xz/X�V (EL. +12.25'NAVD) 4 DEEP WELL DRAIN OPENING REINFORCING --,\ SEC \_#4 BOTTOM -BENT BAR- r3 TION V-6"d x l'-4*w GRADE BEAM 0 12" D.C. P-3 REINFORCED w/4-#6 TOP AND ��3 SCALE: 3/4" l'-O* 4-#6 BOTTOM w/#3 STIRRUPS FP-B---31 0 6"D.C. FIRST 4'-0*EACH END, 03/05/2015 THEN 0 12' D.C. AT MIDDLE mXDwpEwmm 1.nMPUMMEDEMMMTOBENOOkfUV=WnTWSTANW= CHFUROPHM r-KATW_W_ GRADE HAAS AND SLABS WrMUM N M"ISM RMM A=WftTK COWE comnTmonarnmajamm 4M08CMIAME" OM BAR- O.C. *L� zt c k2* w P _, REINFORCING 1 2' 0 a O_C_ Top AND LAP BOTTOM EL T., 4' L 2.MWMWM POFMFMTM$YffnMAW DOOM X A000FAV" 400aoWUEa&ZKRoWAWW AT SWIMMING POOL STEP DOWNS fflrACWMXMWM712"MWWMM UM FM KAMM AMOnWIrM)CTUFErTOWMWMVMWMLDMSABWM7W V9THA�M=Wl0VW0Fi30MPK r2 SECTION &THE COMPONEMM AND MAMM WE BEEN SEMM NO 7HBR UK NWFPMTM KM NE DESIM AND 9SMMA71M N ACCOMANCE �3 SCALE: 3/4- - WITH rgM=0 OF THE UUM DOM LONN FOR KXW=AM FL RE KEY PLAN Customer Info Owner: McGurrin Grider#1965 NOTE: ELEVATION T.B.D. ON SITE W/ GARY GRIDER VSSHP220AUT Address: 659 Beach Avenue; 32233 CV 340 POOL SPA Neighborhood: Atlantic Beach, Florida - RS-PS6 W/ 7953 O.T. HOUSE - PURELINK W/ PLC 1400 Builder: Grider Construction POOL - AIRBLOWER EQUIPME IT L - (2) W505 WATERSOURCE HEATPUMPS F- - HEAT SOLAR LIQUID BLANKET Hydraulics Pool Specifications KEY PLAN - JXi 400P GAS HEATER PUMP#2:(2)SDX ON SIDE N.T.S. - PX-100W TRANSFORMER Branch Line: 311 Perimeter: 190 LF - PARAMOUNT UV OZONATOR Trunk Line: 2.5" Square Footage:642 Sq.Ft. SEE ATTACIiED NOTICE: PROPERTY LINE - WFTR 80 FEATURE PUMP SEE KEY PLAN FOR Return Line: 2.511 DECK AREA: N/A BONDING GRID -OPTION"C" 7 POOL EQUIPMENT Skimmers: n/a LOGGIA AREA: N/A 8 BARE COPPER CONDUIT Roo Jandy Pump: WFTR 80 FOOTER: N/A Jandy Filter: N/A Heater: N/A DIST.TO P/E: —60 LF - SKIMMER #1 Minimum TDH:— -15' Maximum Flow: 117 GPM's -ACCESS - AUTOFILL - DRAIN LINE I POOL WALL EXPOSED —18"-21" - IN POOL BEAM - IN POOL BEAM DECK BY OTHERS Spa Specifications Perimeter:25 LF WALKWAY -2111 -14" ---- ------------ ------ -----------------------------------------Ir puare - --------------------------- -- ----L Square Footage:39 Sq.Ft. BY-PASS LINE 1.5" THICK Or - SKIMMER #2 Hydraulics COPING 0. 41211 (3) JCPLS - IN POOL BEAM 51 41211 PCC 2000 DEEP PUMP#1: MDX-R3&SDX ON SIDE BY OTHERS DEEP DEEP (2) SETS, DUAL SDXs Branch Line: 311 3' DEEP Trunk Line: 31T ------------------------------- ...... YAPARt Return Line: 2.511 2f 811 Skimmers: 2 O.T. LOCATION 11211 DECK BY OTHERS Jandy Pump: VSSHP220AUT Df DEEP 0 Jandy Filter: CV 340 DEEP Heater: JXi400P Minimum TDH: -46 (-10) ALARMS BY PBJC Maximum Flow: 132 GPM's 6"-8" DEEP ENTRY SAFETY INFO - FLUSH SPA SAFETY 1: FENCE - 6' 9" X 59" INSIDE DIM. - TILE SPILLWAY - FOUNTAIN IN WALL - (2) 2" SDXs - PLUMB LINE FOR WATER SAFETY 2:ALARMS - (5)T-JETS FEATURE IN WALL OF HOUSE - (1) JCSL - 211 F/R INSTEAD OF FTN. LINE Company Info Designer: Address:600 ST.JOHNS BLUFF RD N City:JACKSONVILLE State/Zip:32225 .-Jan Phone:904.223.4050 Fax:904.223.0735 Email:INFO@PBJC.COM PROPERTY LINE License#:CPC 009595&1457425