Loading...
HomeMy WebLinkAbout3912 Crawley Down Lp #17-2736- community club house (a)t 'nECEIVE' SEP 18 20P Documented Construction Value: S $17�y(t42.00 / �� �rJ, 4 Q li�;lCITY OF SAWORD BUILDING & FIRE PREVENTION 0/�/) PERMIT APPLICATION APPlicatiorn No:—/ 1. _cl- "�b Job Address: 3912 CRAWLEY DOWN LOOP, SANFORD, FL 32773 Historic Distirict: Yes ❑ .No ❑X Parcel TD: Residential ❑ Colnnierc:ial Type of Work: New 0 Addition ❑ Alteration ❑ Repait• ❑ Demo ❑ Change or use ❑ M()Ve ❑ Desuiption of Work: CONSTRUCT 1-24'x 60' COMMUNITY CLUBHOUSE FACILITY WITH MEN'S & WOMEN'S RESTROOMS, COVERED PORCH, MECHANICAL & STORAGE ROOM, COMMON AREA & ENTRY WITH TRUSSED SHINGLE ROOF ON ALL Plan Review.Contact Person: BRUCE E. CURRY I U IPM` MR-W-4-�"Z1 1 1 1 "Title; PROJECT COORD114ATOR Phone: 407-369-2289 Fax: +'maul: Bruce@LuxuryPoolBrokers.colm Property Owner Information Name BRISSON WEST PROJECT 1, LLC Phone: 513-200-0523 (DOUG PRODOEHL) Street: 8534 YANKEE STREET, SUITE. 213 Resident or property? : NO City, State Zip: DAYTON, OH 45458 Contractor Information Name GC CONTRACTOR SERVICES, LLC Phone: 407-369-2289 Street: 1519 RIDGEWOOD AVE. I+'ax: City, State Zip: HOLLY HILL, FL 32117 State License No.: CGC1510220 / CCC1328275 Architect/Engineer Information Name: T.S. CHEHAL — LICENSED PROFESSIONAL ENGINEERpltQ11G; 407-521-5557 Street: 531 SO. STATE ROAD 434, I+'ax: City, St, Zip: ALTAMONTE SPRINGS, FL 32714 E-mail: RAJ7065@AOL.COM Bonding Company: N/A Mortgage Lell(jel•: N/A Address: ---- ------------------------- Address: -----------------.---_--------_ WARNING 'I.O OAVNER: YOUR FAILURE TO RECORD A NO'T'ICE OF CO1iINIENt:'L+NIEN"T NIAY RESULT IN YOUR PAYING "TWICE FOR INIPROVEMENTS TO YOUR PROPERTY. A P40TICE OF CO1`INIENCEMEN'T NIUST BE RECORDED ANI) POSTED ON THE JOB SITE I3T+FORE 'I'IIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR tuN A1'TOIiNEY BEFORE RECORDING YOUR NOTICE OF CONINIENCEMENT. Application is here) y made to obtain a pernut to (to the work and installations as indicated. I certify t1lat no work or installation has collunenced prior to the issuance of a pernut and that all work will be pertoriited to maet standards of all laws regLilating coxtstruction in this jurisdiction. I understand that a separate permit must be secured for electrical Nvork, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the elate or a pplicatlon and the code In effect as of that date: 511' Edition (200) Florida Building Code Revised: June 30, 2015 i J �� 4 /� l e Vennit Application 48" BLACK ALUMINUM PICKET 2 -RAIL FENCE COMMUNITY CLUBHOUSEfACILITY _ 6ft. Eft. 6n SCALE: 1/8" = V-011 4 Fr.(w) x 4 Fr.(hl) 0 _ MAINTENANCE GATE KEY -LOCKING ACCESS �J ��QL (SERVICE PERSONNEL ONLY J = NO RESIDENT ACCESS) 0 ! EQUIPMENT ft. 6 in .... F 11 ft. 3 ft. 6 in HOST= BIB ft. 6 ft. 6 ft. N 4 FT.(W) x 4 FT.(H) MAINTENANCE GATE WITH 54" MAGNA LATCH & KEY -LOCKING SERVICE ONLY OUTSWING GATE } (AWAY ONLY (NO T FOR USE ASIRESIDENT EGRESS KEY LOCK ACCES S EXIT) \ 6O f 1. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. 6 ft. — 'a BOELAFYd____________________'__-_____._____-----------'QB�LLARU BOLLARD I LIGHT LIGHT LIGHT ....... ....... r , I , s t SCUM GUTTER . ' IN POOL BENCH SEAT 1 SAND SET CONCRETE O i I LED BRICK PAVER DECKING O WHITE i LIGHT ............. 1 I I 1 �. O O 1 CJ Z ? U I BOLLARDQJ '• � � — bBOLLARD LIGHT LED LED cYj g WHITE ® O WHITE N m�9 a LIGHT LIGHT uJ Qz O O O U LLI z Z zLULL �t U.1 L (Yj >= O O O i POOL LIGHT - -- :-BOLLARDLED I BOLLARDOi JB'5AND LIGHT ED LIGHT ' TRANSFORMERS WHITE V'll-IITE; � LIGHT LIGHT' to ' POOL LIGHT 1 I - JB's AND A i wI 4 ,ETRANSFORMERSI O O O O T ' , 00 00 I 1 ' 11 1 , 1 1 i i LED LED ; 48"-W x 601141 WHITE WHITE i co SECURITY GATE LIGHT O O O LK'41 iT FROM PARKING LOT TO POOL SIDE ENTRANCE ' WITH OUTSWI G bBOLLARD BOLLARD w (AWAY FROM P DOL) I LIGHT LIGHT i 4� w/HES ELEcrRIG STRIKES � ° w/SK RK65K PROXIMITY READER WITH I< EY FOB J _LED LED ; ENTRY TO REST I ENTS WHITE a O 0 o WHITE LIGHT LIGHT #► 1 � � 1 I � I I I 1 I � O O O O I I I I � I BOLLARD P 4 FT. (W) x 4 FT. (H) I LIGHT o - ZERO SLOPED BEACH ENTRY MAINTENANCE GATE w ° WITH 54" MAGNA LATCH KEY -LOCKING SERVICE ; 04 Z d EL BOLLARD? - ONLY OUT5WING GATE I _1 ' W - ii o �? O LIGHT 1 (AWAY FROM POOL) °o 10 0°❑ i o WITH KEY LOCK ONLYi o N c1 uj °i �+ u 1 D. I (NOT FOR USE AS i o O k' oto RESIDENT EGRESS EXIT) Lo ; 01 .......-. em LIGHT �• GATE ♦LO ® ' ; fl 1 1 _ - aB.am. n.an I r sa S IL l It d in. 2 1 i ,11 ......•.•.......................................- �'----.---•-------•------................�...............: °■ ......_..................................... I 2i I �31 I X41 ' JUUE CABANA U1 1 1 1 ! CEIuNOFANS 1 (') S.W D SET CONCRETE KIGOVER 2 {—wILIGlIIS—► PAVER DECKICRUS"E 1 COMPACTED NES BAD -r 1 p1, CONCRETE FINES BASE CD - , F, of ICn �LLI _ . I -1 51{, � 121LBi�i. b�' dit din. 21L tlil. GTI. C3 �4' � 'I • -. I HBIBE 2 ' I BIB n _ �' ■ N ECTRICAL/sTORAGE ;;a - P.T. F --i MENS RESTROOM - - ROOM AC Unrt p UISP. ,L.C. STATION 1 URINAL ..I I WATERCLOSETSET co 1 LAVATGR'f I C\ VENT , \ (1)CEILING FAN LAVATORY LIC 1T FA LIGHT I - ICRT G1 IT I' -D- + '-0•. 1 ■ SWITCH ������JJJJJ! rU LIGHTO■ TOW—`�'� 1 IINIE CLOG MEN'S RESTROOM ntOP TIP. SWITCH EEEZEWAy a'A E'E�t I ELECTRICAL ■ DISPE^ISER e 1 L ■ PANEL `yl l" WATER ■ o ' 5 LB. FIRE ° CLOSET URINAL •' loot. EATIFGUISHER LIGHT ° e z ac ur.T , _ _ _ ■ r r ■ ■ ■ ■ ■ ■ ww GATE swlTCH �_ AlvneR 1 5f1. zlLew. tla n. 3n IIT n: G,L ■ F i5i It. 8k, �n 2fl a'n. IL AQUA ART SCIIltrIOS 'Irlc ^,I�TFIOF's!h! TO /IOL/;TE, 1E,,P�1fCAL A:aIDf_ A?.IY OF. T4'iE PROVISIO S OF i PREVENT CUNSTRUC T ED FOR A CONCENTRATED (z)CELING FNi9 ---------- 01 NorthOrlando Avenue 501j, - , 48"-W x 6 0"-H SECURITY GATE Suite 313.166 " E 6''1"N'S, PEXTIWNGUISIIER TE RIBBON PAVER ■ '>UGHT COMMON AaE A SWITCII ■ AT MAIN ENTRANCETO CLUBHOUSE R I to IL IIi, FOOTER ARUUN[ EXTERIOR DECK ucllr �BGHr r $ �qgI , PAPER TOWEII'f C. STAiIUt DISPENSER L1 r r� �R ; ET CONCRETE L1DIE5 RESTROOM ) 1 WATER CLOSET "I' , 3 SP,K '' ■ ® I UVATOftY LAVATORY, LIGHT LIGHT iD2 LIWII T.V. l� ■ \ •�- ID ' Is S4TCII DISGEN50( `7. RWOMENS WATER' ESgOOM CLOS-T I( ■ ■ REFIIr,. E-A) S Urr. _. W/SK RK65K PROXIMITY READERS ■ I ■--■ ■ ■� I cuoEr. elEl N'l 5f1. zlLew. tla n. 3n IIT n: G,L - r. 4rl .I IL I i i5i It. 8k, �n 2fl a'n. IL AQUA ART SCIIltrIOS 'Irlc ^,I�TFIOF's!h! TO /IOL/;TE, 1E,,P�1fCAL A:aIDf_ A?.IY OF. T4'iE PROVISIO S OF i PREVENT CUNSTRUC T ED FOR A CONCENTRATED FROM PARKING Lor To 01 NorthOrlando Avenue 501j, REC)U1r'INC� A. TION OR VIOLATIONS OF THIS CODE , 48"-W x 6 0"-H SECURITY GATE Suite 313.166 8"w x 6"d CONCR TE RIBBON PAVER r.r/I.1C[ CICr'TDIrrrDIVCc )RECESSED K (I)RECESSED ' w AT MAIN ENTRANCETO CLUBHOUSE FOOTER ARUUN[ EXTERIOR DECK ucllr �BGHr r $ �qgI , OUTER PERIMETER WI(1)Y5CONT. ; ET CONCRETE ( WITH OUTSWING (AWAY FROM POOL) ON 3" CHAIRS C1a rCL r; 1 PAVER DECKING OVER a1LOMPAcieocRusltEo ' W/HES ELECTRIC STRIKES L ' +CONCREtEFINES BASE , zl•xzr Urr. ' � W/SK RK65K PROXIMITY READERS O ( J O Cu j aCn i W WITH KEY FOB ENTTt'f TO RESIDENTS r�i� -. 0 ..L� .. I ' i BASE R D= AND INSIDE PANIC BAR EXIT ----� -------------------- 3. W ' ucHr (-D ul. ' .�/. ........... FROr7T WALKV/AY TO PP1rKING LOT 2 fl J n. - um� City of Sanford q� Iq, Oil and Grease Program I �+ u BY UWNEWOTHERS - ILfim. BR Tl::::: L, l �I fl L LICEN..SED PROFESSIONAL:ENGINEER --- 53130,0 SR 434, :ALT,OiMON, E SPRING'3FL :32714 WALKWAY TO PARKING LOT BY OWNER/OTHERS GATE ACCESS DETAILS L1 QW. N .7f�11f_+JI-:A >_4�lJtt,-iJING 13E CONSTRUED TO BE A NOTE: • GUARDRAILS SHALL BE DESIGNED Af ID 4811-W x 60"-H SECURITY GATE AQUA ART SCIIltrIOS 'Irlc ^,I�TFIOF's!h! TO /IOL/;TE, 1E,,P�1fCAL A:aIDf_ A?.IY OF. T4'iE PROVISIO S OF i PREVENT CUNSTRUC T ED FOR A CONCENTRATED FROM PARKING Lor To 01 NorthOrlando Avenue 501j, REC)U1r'INC� A. TION OR VIOLATIONS OF THIS CODE LOAD OF 200 LB. APPLIED AT ANY POINT POOL SIDE ENTRANCE WIRE MESH SECURITY PANEL Suite 313.166 Q ANTI IN AIJV n1PPr.Tin Ni r.r/I.1C[ CICr'TDIrrrDIVCc 3 u LESS THM LESS T 48"-W x 60"-H SECURITY GATE AT MAIN ENTRANCE TO CLUBHOUSE w/HES ELECTRIC STRIKES w/SK RK65K PROXIMITY READERS y, ,.v° —, , ° ,v"—i I -I gni,,, I LI IJV IVIV LI- VIVLI REQUIRE ACCESS TO THESE (3) GATE LOCATIONS AND THEY ARE NOT TO BE CONSIDERED COMMUNITY EGRESS EXITS) (3) 2x6 SYP #2 BEAMaa I FRAME BUILD OUT SIMPSON LUS26-3 HANGER 'IIr�IIII t DECORATIVE TRIM i II II � "I'••'- 24 x24 MASONR>'—� I 4 COLUMN w/(4) FILLED CELLS, ONE AT EA. CORNER. TOP AT 111 HEIGHT. OMPLIANCE I REVIONEO FOR CO 1 PYLA MINER FOOTING PER p - j FOUNDATION PLAN DATE L1 QW. N .7f�11f_+JI-:A >_4�lJtt,-iJING 13E CONSTRUED TO BE A cv A t�f_((MIT 455UEU SHALT_ LIr.;ENE:E TO PRUCErD `�II'i i I'fHE NJOA� ��vNOT OR SETS C,ANCEL'THE ^,I�TFIOF's!h! TO /IOL/;TE, 1E,,P�1fCAL A:aIDf_ A?.IY OF. T4'iE PROVISIO S OF i PREVENT CODES; N04�t SHALL ISSUANCE OF (HE�REAFfER ff'IE uutLL:II •fes UI r,OFtRECfIUN OF ERROR51N PLANS, REC)U1r'INC� A. TION OR VIOLATIONS OF THIS CODE Got,iSfIjuC -�U . N W� ' Q� aAi cv P44 Q ,� rims -�U . W� ' Q� aAi P44 Q ,� rims WIla C1a rCL W Urr. ip O ( J O -. 0 ..L� .. I ' i : 3. W 0 Fum I E ul. .�/. ........... .. ......... .. um� City of Sanford q� Iq, Oil and Grease Program I �+ u / Initials & Date Tl::::: L, l �I fl L LICEN..SED PROFESSIONAL:ENGINEER --- 53130,0 SR 434, :ALT,OiMON, E SPRING'3FL :32714 PI ZONE: 407 .521=5557 // f -AX 407.521.5439:: ... .7 ENTRY DETAIL ..-, SCALE: 1/2" - 11-0II � T S CHE :AL, PE:00 .a748 IJ■t%10- t1� Date 8Up 1 1 NOTE THIS STRUGt•URE HAS BEEN.DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF.THE:2014 FLORIDA BUILDING,CO.DE SECTION 1609:AND INCLUDING ASCE 7 10: 1 WIND,SPEE0 139.MPH ULTIMATE: WIND„SPEEp (Vult)'AND 108 (Vasil) 2, RISK:CA EGORY 2 (:CONSTRUCTION TYPE -COMMERCIAL:•. ;I 3rEXPOSURE CATEGORY C IN FERNAh PRESSURE COEFFICIENT FOR EN NOSED BUILDING' 'I 18 'AND HE (;&EXPOSURE ADJUSTMENT; COEFFIGIENT•IS.1 40 ,,• 4- Ilk■ m ■ IUV m ---------- ..................................................... ----------- ---- ---- - . .................. .... ......... ............................... .. . ......... . . ,JN 0 K Ld ------ -- - - - --------_---------- .................. ......................... ............. LN LL 1 U) Uj ■ 0 a. COVEREO CABANA CO rL C1 c(2) CEILING FANS (2) CEILING FANS w/1_119HTS 0 ■ -wILIGHTS SAND SET CONCRETE D C14 I PAVER DECKING OVER COMPAc TIED CRUSHED ULI 5 LET, FIRE CONCRETE FINES BASE CL 4EXTINGUISHER C) Z. oSWf T ...... F_ COMMON AREA Ul To n ITCH .... LL 0 (A Oorr Nn til 21 i U) OI z I 0! 0 M -4J LL: M -4J -39.6 PSF -39.6 PSF z = o > Q M "' O rNi 5 ft. 2 ft, 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. =J -1 F 1 OS E w 0- 10 ft. 11 in. 0 0 JIM BIB U) LIGHT ■■■■■IllltN z z PIENS RESFROOM 2! ■ ELECT WATER CL RICALISTORAGE PAP I URINAL LL! PAPER TOWEL F F D.C.SET D.C. STATION DISPENSER 1 STANON 1LAVATORY T ROOM LL .. L .................... 0 uj u ` CJT1'NKE L? �C) c> VEN r co VENI VATORY C'? FAN 5" A R LIGHT C? _E�! H FAN t C . ...... 12". CLEARANCE RIT /F C E .4.17 )CEILING FAN 3' ZE W WILI f I G ED ED cl) .C: PIT= ........ HT LIGHr k .. �f> LIO LI( LIGHT DG HT CELL SWITCH SWITCH 4i, 't I T.P. I BREEZEWAY ASPENSER r' EtEiER C, LAUNDRY TUU M DISPENSk� 0 ]ELECTRICAL CD 'Ar'�L MEN'S 1'� WOMEN" C i W ER WATER 05 r URINA E RESTROOM 5 LB. FIRE _CL RE, RESTROOM cLosETw LADIES R45TROOM .... I OUTDOOR EXTINGUISHER LIGHT 11 WA�R L05Er . ... . M -20J LAVATM A/C UNIT -------- - - - ­­ . ......... 'LV L .... . .. . ... .......... . GRAVITY 8, UPLIFT SAFE LOADS 8 X 16" COMPOSITE POS IT E L.INT ELS ...... .. ELEVATIONS NO.::: .... LINTEL LENGTH.: ........... CLEAR .:SPAN LINTEL:.: TYPE . .... GFrAvi Ty SAFE LOAD SOLID ............... nsu ......... .......... -:DETAIL] ............ NI -1 '" : 1'-6" Precast Precast 10000 .. . I _.. .... . M-2 3--6" 2 ft. 5 ft. 8 ft. 8 in. P . 2 It, 8 in. i:j0000 .... ....... 4 ft. 11 4 ft. ft. 11 2 ft. 8 in. 1' 8 ft. 8 in. P 2 ft. 8 in. 1' 5 ft. z I it -32.1 PSF -32.1 PSF -10000 DA PSF -32.1 PSF V-2 Precast M -4J M -4J 9167 .......... 1,6 I32.1 M-4 M -4J J41 L METAL Precast Precast .......... 8414 III 48"-W x 60 SECURITY GATE 4� _97 IT-... Precast: 7 ... w . 437- (1) RECESSED (1) RECESSED LIGHrFP LIGHT III AT MAIN ENTRANCE TO CLUBHOUSE W TH OUTSWING (AWAY FROM POOL) 4'.6" Precast ................ ... . .. ........ ... 5015 it F .6',4,'::..77-0. -4 --Precast:: .74175 :.2108-. LU III ......... .. ...... ...... .......... ....... . . . ..... Precast Precast 3934 .(2) 2xI2 SYP #2 w/l/2" IL FLITCH PLATE. USE 2 � SAND SET CONCRETE I ISI w/,SK RK65K PROXIMITY READERS WITH KEY FOB ENTRY V.4" Precast WINDOW 3719 SIMPSON HANGER HUC412 ul 51 PAVER DECKING OVER III TO RESIDENTS AND INSIDE PANIC BAR EXIT 0 BOLLARD LIGHT I Precast . . ....... 2917 AT EACH END Top OF COMPACTED CRUSHED I III 7.8" 6-41" ­...... S'LbP�D .......... 2796 1 FRAME TO 11' HEIGHT CONCRETE FINES BASE Y DOOR (A-) SLOPE POOL DECK DOOR 1/2 :11.2581 ... ... ...... NOTE 41: SELF CLOSING DEVICE NOTE 42: CYLINDER LOCK 8'.4" 7-0-4 Precast FRONT OF BVILDING 2396 COLUMN -7 111-17- --Precast .. .. .... 1969 m 3u'XJ6 ZERO BEA TRY CH EN ................... ...... ... Precast::: FROSTED .......:::1627:.:w �o�====___==__�=_===_=_ ©ate 1 2% AWAY FROM POOL Precast INSULATION M-18 �°' Precast:11335 ALL WINDOWS ARE ULTRA LOW E - w/ARGON / ENERGY STAR SOUTHERN REGION _ It. rEEC i 12.6" 11'-2" ::Precast . ..... 1257 I LICHT SIMPSON HANGER ....... ....1144. P,1_21 ON ALL SIDES Precast.: LD 1066 TOP OF FRAME 11' HEIGHT 14'.8".. x.13_,V Prestresse wZ FRONT IhALKWAY M-23 m:15'4` 14141 PrestresseL...... 2ft.8in. FO PARKING LOT ..: i ..:­ ........... . . ... : ............ 16'-0" BY OWNUR/OTHERS 3 ft. F_ 4F ........ ........'r.982 M-25 I . Prestressed 849 M-26 1 20,.0"::1 181_81" Prestressed :.812:: ...... .......... U LU...... :746 i: ............ .... 717 L mz fl SLOPE POOL DECK 0. 2% AWAY FROM POOL 0 _1 BOLLARD LIGHT 0 0 _j u 0 _ - F- Lu Lu [C W LU CL - 0r 4 FT.(W) x 4 FT.(H) EGRESS GATE SELF-CLOSING/SELF-LOCKING OUTSWING GATE (AWAY FROM POOL) LO WITH LOCKING MECHANISM LOCATED A MINIMUM 54" ABOVE DECK LEVEL. SAND SET CONCRETE 0 BOLLARD LIGHT BRICK PAVER DECKING ...... ................. GATE IT TFruj=TTTTTTrnTFI I I I I I I I I I I I I I I I I I I I I I I I I I I I f I I I IT1TT7TFTTTTTT1nTTTT`n HIM POOL SHOWER (0 L0 M -4J REAR OF BUILDING M -4J MHOSE BIB & 11 ft. 6 in. 12 ft. I 12 ft.1PSF -32.1 PSF `VACUUM BREAKER --------------- 5 ft. 2 1t. 8 in. 8 ft. 8 in. 2 ft. 8 In. 1, 5 ft. M -20J M -20J M -20J, 4- Ilk■ m ■ IUV m ---------- ..................................................... ----------- ---- ---- - . .................. .... ......... ............................... .. . ......... . . ,JN 0 K Ld ------ -- - - - --------_---------- .................. ......................... ............. LN LL 1 U) Uj ■ 0 a. COVEREO CABANA CO rL C1 c(2) CEILING FANS (2) CEILING FANS w/1_119HTS 0 ■ -wILIGHTS SAND SET CONCRETE D C14 I PAVER DECKING OVER COMPAc TIED CRUSHED ULI 5 LET, FIRE CONCRETE FINES BASE CL 4EXTINGUISHER C) Z. oSWf T ...... F_ COMMON AREA Ul To n ITCH .... LL 0 (A Oorr Nn til 21 i U) OI z I 0! 0 M -4J LL: M -4J -39.6 PSF -39.6 PSF z = o > Q M "' O rNi 5 ft. 2 ft, 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. =J -1 F 1 OS E w 0- 10 ft. 11 in. 0 0 JIM BIB U) LIGHT ■■■■■IllltN z z PIENS RESFROOM 2! ■ ELECT WATER CL RICALISTORAGE PAP I URINAL LL! PAPER TOWEL F F D.C.SET D.C. STATION DISPENSER 1 STANON 1LAVATORY T ROOM LL .. L .................... 0 uj u ` CJT1'NKE L? �C) c> VEN r co VENI VATORY C'? FAN 5" A R LIGHT C? _E�! H FAN t C . ...... 12". CLEARANCE RIT /F C E .4.17 )CEILING FAN 3' ZE W WILI f I G ED ED cl) .C: PIT= ........ HT LIGHr k .. �f> LIO LI( LIGHT DG HT CELL SWITCH SWITCH 4i, 't I T.P. I BREEZEWAY ASPENSER r' EtEiER C, LAUNDRY TUU M DISPENSk� 0 ]ELECTRICAL CD 'Ar'�L MEN'S 1'� WOMEN" C i W ER WATER 05 r URINA E RESTROOM 5 LB. FIRE _CL RE, RESTROOM cLosETw LADIES R45TROOM .... I OUTDOOR EXTINGUISHER LIGHT 11 WA�R L05Er . ... . M -20J LAVATM A/C UNIT -------- - - - ­­ . ......... 'LV L J POOL CA-BIANAFLOOR PLAN SCALE: 1/4" = V-0" 18 ft. 60 ft. .......... .... . .. . ... .......... . GRAVITY 8, UPLIFT SAFE LOADS 8 X 16" COMPOSITE POS IT E L.INT ELS ...... .. ELEVATIONS NO.::: .... LINTEL LENGTH.: ........... CLEAR .:SPAN LINTEL:.: TYPE . .... GFrAvi Ty SAFE LOAD SOLID ............... nsu ......... .......... -:DETAIL] ............ NI -1 '" : 1'-6" Precast Precast 10000 .. . I _.. .... . M-2 3--6" 2 ft. 5 ft. 8 ft. 8 in. P . 2 It, 8 in. i:j0000 .... ....... 4 ft. 11 4 ft. ft. 11 2 ft. 8 in. 1' 8 ft. 8 in. P 2 ft. 8 in. 1' 5 ft. Z"B: I it -32.1 PSF -32.1 PSF -10000 DA PSF -32.1 PSF V-2 Precast M -4J M -4J 9167 .......... 1,6 I32.1 M-4 M -4J J41 L METAL Precast Precast .......... 8414 III 48"-W x 60 SECURITY GATE 4� _97 IT-... Precast: 7 ... w . 437- (1) RECESSED (1) RECESSED LIGHrFP LIGHT III AT MAIN ENTRANCE TO CLUBHOUSE W TH OUTSWING (AWAY FROM POOL) 4'.6" Precast ................ ... . .. ........ ... 5015 it F .6',4,'::..77-0. -4 --Precast:: .74175 :.2108-. LU III w/HES ELECTRIC STRIKES 5--21. Precast Precast 3934 .(2) 2xI2 SYP #2 w/l/2" IL FLITCH PLATE. USE 2 � SAND SET CONCRETE I ISI w/,SK RK65K PROXIMITY READERS WITH KEY FOB ENTRY V.4" Precast WINDOW 3719 SIMPSON HANGER HUC412 ul 51 PAVER DECKING OVER III TO RESIDENTS AND INSIDE PANIC BAR EXIT 11.2' I Precast . . ....... 2917 AT EACH END Top OF COMPACTED CRUSHED I III 7.8" 6-41" ::Precast 2796 1 FRAME TO 11' HEIGHT CONCRETE FINES BASE Y DOOR (A-) FFe-5st.. DOOR 1/2 :11.2581 ... ... ...... NOTE 41: SELF CLOSING DEVICE NOTE 42: CYLINDER LOCK 8'.4" 7-0-4 Precast FRONT OF BVILDING 2396 COLUMN -7 111-17- --Precast .. .. .... 1969 m 3u'XJ6 CY W -T, Precast::: FROSTED .......:::1627:.:w �o�====___==__�=_===_=_ ©ate 1 10',C)" Precast INSULATION M-18 �°' Precast:11335 ALL WINDOWS ARE ULTRA LOW E - w/ARGON / ENERGY STAR SOUTHERN REGION _ It. rEEC i 12.6" 11'-2" ::Precast . ..... 1257 I LICHT SIMPSON HANGER ....... ....1144. P,1_21 LUS26-3 AT EACH END Precast.: 1066 TOP OF FRAME 11' HEIGHT 14'.8".. x.13_,V Prestresse ......... FRONT IhALKWAY M-23 m:15'4` 14141 PrestresseL...... 2ft.8in. FO PARKING LOT 1160 M-24 17'4': 16'-0" BY OWNUR/OTHERS 3 ft. F_ 4F ........ ........'r.982 J POOL CA-BIANAFLOOR PLAN SCALE: 1/4" = V-0" 18 ft. 60 ft. .......... .... . .. . ... .......... . GRAVITY 8, UPLIFT SAFE LOADS 8 X 16" COMPOSITE POS IT E L.INT ELS ...... .. ELEVATIONS NO.::: .... LINTEL LENGTH.: ........... CLEAR .:SPAN LINTEL:.: TYPE . .... GFrAvi Ty SAFE LOAD SOLID ............... nsu ......... .......... -:DETAIL] ............ NI -1 '" : 1'-6" Precast Precast 10000 .. . I _.. .... . M-2 3--6" 2 Precast Precast ... i:j0000 .... ....... M-3 4.0" Z"B: Precast Precast ......... -10000 DA 414! V-2 Precast Precast 9167 .......... 1,6 4 8 L METAL Precast Precast .......... 8414 M- G: S. 4� _97 IT-... Precast: 7 ... w . 437- NI -7 V-10": 4'.6" Precast ................ ... . .. ........ ... 5015 M-8- .6',4,'::..77-0. -4 --Precast:: .74175 :.2108-. M-9 61.611::. 5--21. Precast Precast 3934 M-10 6',8"-._ V.4" Precast WINDOW 3719 M-11: 1 7.-6111. 11.2' I Precast . . ....... 2917 'M-12 7.8" 6-41" ::Precast 2796 1 M-1-3.: Y DOOR (A-) FFe-5st.. DOOR 1/2 :11.2581 ... ... ...... NOTE 41: SELF CLOSING DEVICE NOTE 42: CYLINDER LOCK 8'.4" 7-0-4 Precast 2396 M-15 9'4'1 111-17- --Precast .. .. .... 1969 M:16 10P.6". W -T, Precast::: FROSTED .......:::1627:.:w M-17 1 10',C)" Precast INSULATION M-18 12--C)" Precast:11335 ALL WINDOWS ARE ULTRA LOW E - w/ARGON / ENERGY STAR SOUTHERN REGION M-19 12.6" 11'-2" ::Precast . ..... 1257 N1,20 ....... ....1144. P,1_21 Precast.: 1066 NI -22 r. 14'.8".. x.13_,V Prestresse ......... ...1234 M-23 m:15'4` 14141 PrestresseL...... 1160 M-24 17'4': 16'-0" Prestressed 4F ........ ........'r.982 M-25 1 ITA" I _._18'-0` Prestressed 849 M-26 1 20,.0"::1 181_81" Prestressed :.812:: ...... .......... M-27 :746 i: 717 z 0 uo DETAIL "J" QUALITY PRECAST COMPANY "STRONG" ON SERVICE P.O. Box 11- Brandon, Florida 33609-0011 TAMPA DISTRICT ORLANDO DISTRICT DISPATCH DISPATCH SPRINGHILL DISTRICT 813.885.5615 Hillsborough407.877.1000 Metro Orlando DISPATCH 727.821.6227 Pinellas 336.228.2112 Volu5ia 352.796.2901 863.425.3070 Polk .. . ... 66 a .:,,,.:,,:,::::::.WWW.QucilitkPrecas DISTRIBUTORS FOR: MOTT'SCONCREFE PRODUCTS, INC. COMMERCIAL CONCRETE PRODUCTS, INC. VVEKIWA CONCRETE PROD, jr-TS FL -5092 /QUALITY PRECAST CO. FL -1413-111 FIL-1774-111 SPECIFIED COMPOSITE LINTEL DEPTH IS THE MINIMUM ACCEPTABLE. ANY EXTRA COURSES OF BLOCK ABOVE LINTEL ARE ACCEPTABLE AS LONG AS ALL COURSES ABOVE P.C. LINTEL ARE FILLED W/GROUT. o z • RECESS DETAIL "DE" MIRROR SOAP DISPENSER ........... . ...... . ....... TOWEL DISPENSER < > < LIGHT2 m 2- swirc I 2E i 0 �o M 0 ----------------------- 15 MIN,,:,: MAX >< X Ir 0 2 . < ...........Sc N . 0 D It v) r1_ C) 0 6" MIN 8" MI CL 30" MIN KNEE CLEARANCEFOE CLEARANCE 60" MIN MAX DISPOSAL -j CLEARANCES CLEAR FLOOR SPACE CHANGING TABLE WHEELCHAIR DIAMETER ACCE55ORIES LAVATORY & DRINKING FOUNTAIN 13 Z" MIN HANDICAP CLEARANCES Vii* ;iV SCALE: N.T.S. 13 Y4" MIN 5" MAX FLOOR RECEPTACLE DRINKING FOUNTAIN WALL HUNG TYPE STALL TYPE URINALS 33"- 36" 16"-18" . . . . . . . . . . . 6" . . . . . . . . . . . 54" MINMIN MAX 36" - ---------- f 12" MAX 42" MIN MIN &r f -DISPENSER OUTLET 24" MIN 1. X -< 16"-18" MIN CLEAR 9. FLOOR SPACE '7 i______________________________ 60 -----------------------------60" MIN WATER CLOSET -SIDE WALL WAFER CLOSE r -BACK WALL CLEAR FLOOR SPACE Ar WATER CLOSET WATER CLOSET HANDICAP CLEARANCES SCALE: N.T.S. 18 min 445 1 0 X>8 205 (A) PULLSIDE 12 min 305 C. X > 8 205 LIJ/ PUSH SIDE (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCES AT DOORS / GATES DOOR/GATE CLEARANCES. SCALE: N.T.S. DOOR SCHEDULE WINDOW -:-...:TABLE No, 13 GRAV!TY &VPUETMFE LOADS (FILE) 8" x 16" RECESSED DOOR HEADER ELEVATIONS VIARK,: LINTEL LENGTH CLEAR SPAIN :::999R UNTU:- TYPE GRAVITY SAFE LQAU SOLID TIS MI)i DETAIL DE D-13.8 '" : -7-;F. '4- cf) Precast WINDOW MATERIAL D. 4'-G":: : 2'.8" 274 _- -Tr e -Ca S t 10000 D-3 4'-2'1:: .21-10,, -7-12777- Precast ......... 9256 DA 414! :; 1,0" 2-1-' Precast 8053 ,7-77r7 4 8 L METAL .31.01, Precast .......... ........... . .... 6231 ...... D-6 S. 4� 44" Precast: 11, i .0-7 . 6787- #1 31- 0" Precast io D-8 8,� -4 6;�2 Precast :.2108-. D_, 61- 811 .4" METAL. Precast ... ...... 11 1436 1 o z • RECESS DETAIL "DE" MIRROR SOAP DISPENSER ........... . ...... . ....... TOWEL DISPENSER < > < LIGHT2 m 2- swirc I 2E i 0 �o M 0 ----------------------- 15 MIN,,:,: MAX >< X Ir 0 2 . < ...........Sc N . 0 D It v) r1_ C) 0 6" MIN 8" MI CL 30" MIN KNEE CLEARANCEFOE CLEARANCE 60" MIN MAX DISPOSAL -j CLEARANCES CLEAR FLOOR SPACE CHANGING TABLE WHEELCHAIR DIAMETER ACCE55ORIES LAVATORY & DRINKING FOUNTAIN 13 Z" MIN HANDICAP CLEARANCES Vii* ;iV SCALE: N.T.S. 13 Y4" MIN 5" MAX FLOOR RECEPTACLE DRINKING FOUNTAIN WALL HUNG TYPE STALL TYPE URINALS 33"- 36" 16"-18" . . . . . . . . . . . 6" . . . . . . . . . . . 54" MINMIN MAX 36" - ---------- f 12" MAX 42" MIN MIN &r f -DISPENSER OUTLET 24" MIN 1. X -< 16"-18" MIN CLEAR 9. FLOOR SPACE '7 i______________________________ 60 -----------------------------60" MIN WATER CLOSET -SIDE WALL WAFER CLOSE r -BACK WALL CLEAR FLOOR SPACE Ar WATER CLOSET WATER CLOSET HANDICAP CLEARANCES SCALE: N.T.S. 18 min 445 1 0 X>8 205 (A) PULLSIDE 12 min 305 C. X > 8 205 LIJ/ PUSH SIDE (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH MANEUVERING CLEARANCES AT DOORS / GATES DOOR/GATE CLEARANCES. SCALE: N.T.S. WINDOW SCHEDULE DOOR SCHEDULE WINDOW DOOR ELEVATIONS cc < DOORS DOOR MATERIAL FRAME MATERIAL C=) V) uj z < cf) WINDOW MATERIAL WINDOW MATERIAL O V) LLJ z.... < 17- < WIDTH HEIGHT TYPE LLJ m 0 Lr) WIDTH HEIGHT TYPE VINYL c 2'- 8 0 Z 0 L METAL METAL METAL #1 31-011 6'- 8" FLUSH METAL METAL INSULATED #1 1 #1 31- 0" 6'- 8" FLUSH METAL METAL INSULATED #1 1 u 31-011 61- 811 FLUSH METAL. METAL INSULATED #1 2 00 WINDOW WINDOW .E U) U Lo 0 Y DOOR (A-) DOOR 1/2 DOOR 1/2 ALL FRAME DOORS ARE MADE OF METAL NOTE 41: SELF CLOSING DEVICE NOTE 42: CYLINDER LOCK L) ALL WINDOWS ARE: U-Value:0.31, SFIGC:0.20 - DP50: FLORIDA APPROVAL CODE: FL20100.1 SINGLE HUNG SOLID WINDOW WINDOW H HARDWARE OPTION FROSTED CLEAR RESTROO MS/E LECTRICAL/STO RAGE ROOM ---ALL FROSTED GLASS NO CLEAR FROSTED ALL DOORS ---LEVER HANDLES WITH OUTSIDE KEY LOCK AND INTERIOR LOCK OVERRIDE GLASS GLASS GLASS WINDOW SCHEDULE u WINDOW ELEVATIONS Cf) WINDOWS U 0 4-1 C=) < cf) WINDOW MATERIAL WINDOW MATERIAL O V) LLJ z.... < .. 4" WIDTH HEIGHT TYPE LLJ m 0 Lr) 0 C) VINYL VINYL c 2'- 8 5'- 0 FLUSH METAL METAL INSULATED #1 6 U*) 21-811 5'- 0" FLUSH METAL METAL INSULATED #1 5 *4 u LLI (!) _j _j 4-, �j 0) u E ;-' a - L0 ., 5 4-j 00 WINDOW WINDOW .E U) U Lo 0 Y 3: L) ALL WINDOWS ARE: U-Value:0.31, SFIGC:0.20 - DP50: FLORIDA APPROVAL CODE: FL20100.1 SINGLE HUNG SINGLE HUNG NOTE 41: SINGLE HUNG CLEAR GLASS NOTE #2: SINGLE HUNG FROSTED GLASS LOCATION' FROSTED CLEAR RESTROO MS/E LECTRICAL/STO RAGE ROOM ---ALL FROSTED GLASS GLASS GLASS COMMON AREA ---ALL CLEAR GLASS SIDE AND REAR (1 -FROSTED FRONT) INSULATION ALL WINDOWS ARE ULTRA LOW E - w/ARGON / ENERGY STAR SOUTHERN REGION ILEGEND ,I m m m 21 VERTICAL REINFORCEMENT IN t r C.M.U. SHEAR WALL W/(146 BAR I IN GROUTED CELL TYPICAL U.N.O.; HOOK INTO TIE BEAM AT TOP & FOOTING AT BOTTOM) C.M.U. SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT TO BE FILLED UNLESS SHOWN ON THE PLAN) iu-w TOP OF MASONRY CONTINUOUS FOOTING SPREAD FOOTING C.j. CONTROL JOINT SLAB STEP OR DEPRESSION FLOOR DRAIN GENERAL NOTES: - ALL PLUMBING ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER FBC 110.3) - PROVIDE TEMPORARY SUPPORT FOR ALL MASONRY WALLS GREATER THAN 8'-0" DURING CONSTRUCTION FLORIDA APPROVAL #'s - Vinyl Fascia / WHITE / BLUELINX MFG. = FL 17758 - Vinyl Soffit / WHITE / BLUELINX MFG. = FL 17673 - Asphalt Shingles / GAF MFG. = FL10124-R19 INTERIOR NOTES: OINTERIOR PAINT FOR ALL ROOMS TO BE WASHABLE OTILE FOR INTERIOR ROOMS TO BE NON-SKID AND '/W/BASE COVE TILE (MIN. 6"): APPROVED BY OWNER. CONTRACTOR TO PROVIDE SAMPLES. PROVIDE SMOOTH WASHABLE SURFACE ON ALL BATHROOM WALLS. DKD TEXTURE DRYWALL AND PAINTED (COLOR TO BE DE'rERMINED) IN THE COMMON AREA. FLOOR SPACE NOTES: ENCLOSED FLOOR AREA = 688 SF OPEN AREA UNDER ROOF = 814 SF PROVIDED TOTAL AREA = 1,502 SF COMMON AREA WITH TABLE AND CHAIRS OCCUPANT LOAD CALCULATION NUMBER OF OCCUPANTS = (74) @I PERSON PER 15 SQ. FT. COMMON ROOM AREA = 411 SF MEN'S ROOM AREA = 106 SF WOMEN'S ROOM AREA = 94 SF STORAGE/MECHANICAL ROOM AREA = 77 SF OUTDOOR LIVING = 634 SF (EXCLUDES COVERED ENTRY AREA) CABANA FLOOR PLAN And HANDICAP CLEARANCES . Page 2 oft LAST RELEASED DATE: 0 9/08/2017 uj . �O�Q . W � > 0MCI " W�Q IL 0 CL �ZQoH E .E 0�wra�o (D0 E E Z�°� 0 Cn SCALE: 1/4" = 1'-0" T.S. CHEH AL LICENSED PRO ; FE:,SIONAL ENGINEER .531 SOUTH SSR 434, ALTAA40f,j'j_FrSPR1NGS, FL 32714 PHO,N IF.: 167-62-1-555'? /1 FAX:407-521-5434 .3. CHEHAL, PE 0040714.8, . Date: 09/0-'i/201 11 u co CN Cf) U 0 4-1 C=) cf) LO lot O Z 4-0 L0 "I (3111) 0 LLJ m 0 Lr) C) > c 0 0 0 0 0 0 U*) 0 P-1 0 ;.-1 LL *4 u LLI (!) _j _j 4-, �j 0) u E ;-' a - L0 ., 5 4-j 00 * T.S. CHEH AL LICENSED PRO ; FE:,SIONAL ENGINEER .531 SOUTH SSR 434, ALTAA40f,j'j_FrSPR1NGS, FL 32714 PHO,N IF.: 167-62-1-555'? /1 FAX:407-521-5434 .3. CHEHAL, PE 0040714.8, . Date: 09/0-'i/201 11 u O Z CN (3111) LLJ > c 0 0 0 0 0 U*) 0 0 ;.-1 LL *4 u LLI (!) _j _j 4-, �j 0) u E ;-' a - 2: ., 5 4-j * .E U) U Lo 0 Y 3: L) T.S. CHEH AL LICENSED PRO ; FE:,SIONAL ENGINEER .531 SOUTH SSR 434, ALTAA40f,j'j_FrSPR1NGS, FL 32714 PHO,N IF.: 167-62-1-555'? /1 FAX:407-521-5434 .3. CHEHAL, PE 0040714.8, . Date: 09/0-'i/201 11 �.,...................... _ .. _ _ ... :::::..... HI I. AIN AKU.UINU 'AAU tVAi , , _ _........ ,._ II I FOAM B DAR WINDOWS .. _ ... .. IS� .. ........ 12 CH :,,, ,.. ...... STUCCO FINISH w/4"/4" RADIUS ARCH , . . . �. I SHEET: CABANA FRONT And REAR 'ELEVATIONS Page 3 of 8 LAST" RELEASE® ®ATE: 09/08/2017 f --DOUBLE FASCIA �f1 O M w� 11'-0" RAISED HEEL. 10'-0" T.O.M ....'----.:.�.::: 1 _ �f` t-_ __............. .-1 /V I `NLUIVIIIVUIVI 0 I omu, j,r► O V1 f 1 c 1 o U) w E 0 U uvi Lad SCALE: 1/2" = V-0" CA . .... .................. _ L: FINISH FAUX STONE _....:. ... .::. 0 — 1 N65 0.4 WN . .4 1, < ' ::: STEEL if PANIGBAR.PL. ' N r� _......... . > .... Lit w 11) S Ln < I ,. I I. �,/ ® CV 0 '.: ........... ,................ ......... ...... ...... WATER TABLE o ........ ......... ......... .. ........................a _.. _ ._.. .. 1 _ _ f ! STEEL PANIC BAR PLATES _ 00 _..... ..... _......... .:....... _.... . Cn EGG L E CAP t o.............. • ..' .... .'.'. :.. UP 7m 3 ....... .... , lk.� 1 1::: 1. 1 1.::.: k i:l P.: LLi: _...... _ ... . 0;,; 48" W x 60"-H SECURITY GATE AT MAIN ENTRANCE TO CLUBHOUSE w/HES ELECTRIC STRIKES w/SK RK65K PROXIMITY READERS 5 ft. 2 ft. 8 in.. 8 ft. i! 5 ft. 2 ft. 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. 8 in. 2 ft. 8 in. 5 ft. in. 12 ft. 12 ft. 12 ft. _ _. ....... .. _.,._ ... .... ' ... _ ....... _... _...... .... ..... :.. .. _..... __. _ __ _......._ _.............. � ...... .. ..... .. .... .... .. ...... .. :. .. / v H v ✓ l / :.: ... / \ y / a - " N _ X { 48"-W x 60"-H SECURITY GATE 5 ft. 2 ft. 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. ATMA'NENTRANCETOCLUBH°USE _ _ 5 ft. 2 ft. 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. w/HES ELECTRIC STRIKES 2 ft. 4 In. 3 ft. w/SK RK65K PROXIMITY READERS — 2 ft. 8 in. ;t` ;A In A in 1 A P"! 1. F-% / A -r 1 f-% K 1 r :C- t"1 /'1 1t 1 T 3 ft. 0 I omu, j,r► O V1 f 1 c 1 o U) w E 0 U uvi Lad SCALE: 1/2" = V-0" 2\POOL CABANA ELEVATIONS -REAR � J SCALE: 1/411 = 11_0" 11 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasd) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 CA . .... .................. _ L: .LEDGE .77, FINISH F U S0 . . ',. N aL 0 1 N65 0.4 WN LiJ W IVt _ :II -" ' ::: STEEL if PANIGBAR.PL. ' N ,y TES _......... . > .... Lit w 11) S Ln I �5. I ,. I I. �,/ ® CV 0 ,................ ......... ...... ...... o ..... . 1 _ _ .E 00 _..... ..... _......... .:....... _.... . Cn U t ® . .. ....... ......... ..... .. ... ....... _....... _... ..' .... .'.'. :.. UP 7m 3 ....... .... lk.� 1 1::: 1. 1 1.::.: k i:l P.: LLi: ... . 0;,; 48" W x 60"-H SECURITY GATE AT MAIN ENTRANCE TO CLUBHOUSE w/HES ELECTRIC STRIKES w/SK RK65K PROXIMITY READERS 5 ft. 2 ft. 8 in.. 8 ft. 5 ft. 2 ft. 8 in. 8 ft. 8 in. 2 ft. 8 in. 5 ft. 8 in. 2 ft. 8 in. 5 ft. in. 12 ft. 12 ft. 12 ft. 2\POOL CABANA ELEVATIONS -REAR � J SCALE: 1/411 = 11_0" 11 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasd) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 T.S. CHEWAL c LICEN lea PROFESSIONAL L ENGINEER 53'1 SOUI•l-I SR 434, RI_TAMON SPRINGS, TE .. PRING, ' FL 32794 .d •r rr` r PI�ICNE / AX:4U. X21-54' 34 1 l I 1 f E T. S. C �H.cHHL PE ! ,_ 0040748 Gate.' 03/08/,?t717 U CV N 0 (3111) N65 0.4 WN DO LO qtc N L O � Z T- In N 0 •� > M Ln O u �,/ ® M 0 o 0)-, 1 .E 00 T.S. CHEWAL c LICEN lea PROFESSIONAL L ENGINEER 53'1 SOUI•l-I SR 434, RI_TAMON SPRINGS, TE .. PRING, ' FL 32794 .d •r rr` r PI�ICNE / AX:4U. X21-54' 34 1 l I 1 f E T. S. C �H.cHHL PE ! ,_ 0040748 Gate.' 03/08/,?t717 U 0 (3111) 0.4 WN L O � Z T- N •� > M O u ® ® 0 o 0)-, 1 .E Cn U t ® V UP 3 T.S. CHEWAL c LICEN lea PROFESSIONAL L ENGINEER 53'1 SOUI•l-I SR 434, RI_TAMON SPRINGS, TE .. PRING, ' FL 32794 .d •r rr` r PI�ICNE / AX:4U. X21-54' 34 1 l I 1 f E T. S. C �H.cHHL PE ! ,_ 0040748 Gate.' 03/08/,?t717 Jut -I -I 1 wli h u _, .._ _.... c N N VENTILATION � SIMPSON HANGER CONTINUOUS +� o cls HUC412 AT PILASTER ch co LO e1' 0 N LO r t AND HETA"16 AT WALL U I 1.0 • CUc z Q un W i 0 I +' Y � a 24"x24" MASONRY - MASONRY WALL U. o COLUMN W/(4) FILLED p > uj w CELLS, ONE AT EA. 1 T CORNER. . CONCRETE ,, n Trn-A n I I J DO W NOTE: GUARDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB. APPLIED AT ANY POINT AND IN ANY DIRECTION, o .......... .. z 00 11 -1 1.1 Lt 11 11 11 111 lHf I I I I 6 ft. LESS THAN 2" LESS THAN 4" NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION '1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasd) 2. RISK CATEGORY 21 CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 rSHEET: CABANA SIDE ELEVATIONS Page 4 of g LAST RELEASED ®ATE: 09/08/2017 t, r o wl I c � � U) C� E E 0 U V 1 V1 E SCALE: 1/2" = 1'-0" T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMONTE SPRINGS, FL 32714 PHONE: 407-521-5557 // FAX:407-52'1-5434 ,rte �y .5,, CHEHAL, Q 0040748 Date: 09,108,12017 u c N N � U +� o cls LIQ ch co LO e1' 0 N LO Zuj U 1.0 • CUc Q un W i 0 O CL Ua � ® o ® U. o -1-4 uj U E LO E J DO W T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMONTE SPRINGS, FL 32714 PHONE: 407-521-5557 // FAX:407-52'1-5434 ,rte �y .5,, CHEHAL, Q 0040748 Date: 09,108,12017 u � 010 LIQ LO Zuj U 1.0 • `.� ® 0 0 o ao ® U. o -1-4 uj U E E J W U �+ C.7 � T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMONTE SPRINGS, FL 32714 PHONE: 407-521-5557 // FAX:407-52'1-5434 ,rte �y .5,, CHEHAL, Q 0040748 Date: 09,108,12017 1 I i ..................................... ...........ac ................... . f—" SLOPE POOL DECK ;I SLOPE POOL DECK I _ MIN. 2% / MAX. 4% AWAY I ! MIN. 2% / MAX. 4% AWAY FROM POOL ON ALL SIDES FROM POOL ON ALL SIDES wj Q I 12 ft. 12 ft. 12 ft. - F1 I i E1 F1 F1 14 ft. 8 in. 3 ft. 4 in. 4 ft. 4 ft. 3 ft. 4 in. 4 ft; 8 in. _...... LL.....• I It I _. '_..._ ---...-...........................:..........--------------------------------------------------! -LN:j-- !...................................................--................................-....... ---- ■ ■ - ---- ® ® ■ I I i 4 ------------------------------------------------------------------------------=-- ----I CO —---- __-- VARIES. < Z 1 w �! ' �. 4" THICK CONCRETE SLAB, 2500 PSI MIN. w/FIBERMESH ' SEE ELV. ° ❑; ' OR 6x6 -10/10 W.W. MESH SUPPORTED ON CHAIRS @ ; N T O.C.E.W. OVER 6MIL VAPOR BARRIER AND CLEAN, i ■ - 0: E I COMPACTED, TERMITE TREATED FILL (TYP) ALL SLABS i SHINGLES TO COMPLY WIASTM D225, ASTM D3462 —R-38 MIN. INSULATION r` i 'IIS 5 ft. 10 in._ I 3d COOLER NAILS OR—/ SAND SET CONCRETE ,� -• •% _ _' � (% ;;;".. ..� FD h. %�•; �' . --- ' ... i / PAVER DECKING OVER �./ O z: N 1 % % !/ ,':, .:. c " ii ' �•� i COMPACTED CRUSHED ' �,�/ (\, �/ 11 "`•J i a i V GWB54 @ 7 O.C. 01-01. , ' 'CONCRETE FINES BASE o ; h j 1 1/2 CEILING BOARD poi ...�. ■ - FILLED BOND BEAM W/1#5 — i CONT, W/25" SPLICE MIN. P"Ji 1 j ft. 3 in..„_j 3 ft. '11 in. 4 ft. 3 in. ”'PC LINTEL W/1##5 i Iii �( 4 ft. 8 in. 3 ft. 4 in. 4 ft. 4 ft. 3 ft. 4 in. 4 ft. 8 In " .,. a J I FOR OPENINGS a• ------------------------------------------- —1 —-- .��: ■ - ® ® i® ,® ® ............................. ® ® •- r; ............. -- Nof a� r----- ----=-- --�_�- I 1 #5 TYPICAL FIXED ----- j------------------ --------------------- �WINDOW OR F 1 I I1 .. . - GLASS U.N.O. SILL - 1 i i�i','.�'::,....../ i l lid i ry,/ j �� On " `... I I 1: h I : n �+ {.� 7 , ®i�' , / / 1'FD •�..,. I I \ �-•/ FD �.. _:� - -j .. �i ®. � ................ �.....�p!`� \\_�C• I i.� i � .../ .FD c 5 ft. 4 in. I ° " 11 ft`,8 in. .5 ) :;> ' n - L 1 1 / r r I i j I 1 6 ft. 3 in. ! I / ll 1:11 ft 7 in M N Nr�i 1 .... co �'•'I i , _ *- �.ri1' ,�.� , $ ( , , i is $ ' � ; - �. i <n i � �, ... �. '...J I $� .: ' 11 I o l._. � .� i cn (,.�• o j I � E r I '' ' � i t i N — I i 1. i N N II .1:: 1\ 00 ■ 8 ft. 10 1/2 1n. er I I , L ..................... F\ i C 1 T.1 ` �1� ft` 2 n. 9 ft. 8 In. ® ■ cr _,J 1!110 ft. 4 in..I _ i VII'i' 'S ------------------------- --- k.�,----------,--------------'-C--------------------------- --r�. ---------------------- --- co ................ r co .y -... f .........-_.............. ..... ... ... .... N _ N .....___. .. u i . ®®.:."»— ................:.....:..t-� ft®...... .. , _. ®®- 3 k. ■i ...._........--_._........... _........._..- ... ..............ExrEND 1 ft. 4 ft. 8 in. 3 ft. 4 in. ft. 3 in. 2 ft. 10 in.. 2 ft. 11 in. 3 ft. 4 in. 4 f . 8 in. ; 4 ft. <1 ff. I� 4 ft. 4 f . 8 n. 3 (t. 4 in. 4 ft. 2 in. 3 ft. 10 in. 3 ft. 4 in. 4 ft. 8 in. CONDENSATE LINE V FROM ' " I ' ' BUILDING 1'a 1 ; i FILLED CELL W/45 BAR FROM 1 1 t I COMP. SHINGLES OVER 30#FELT ON 7/16" CDX OR OSB MIN. PRE-ENGINEERED TRUSS @ 24" O.C. W/HURRICANE ANCHOR HETA16 ON EA. TRUSS, SEE TRUSS LAYOUT FOR TYPE &MANUFACTURER ZETA 16 PROVIDE BUILD. PAPER OR STEEL PLATE BETWEEN TRUSS & CMU �---DRIP EDGE s : VENTED SOFFIT AS SPECIFIED BY BUILDER NON-STRUCTURAL PRE -CAST SILL CEMENT TEXTURED 1/2" GYP. BOARD OVER 3/4" FINISH U N,O: P.T. FURRING &INSULATION CONC. WATER TABLE LEDGE CAP PER ENERGY CALCS ARCHITECTURAL FINISH (FAUX STONE) FOOTING TO TIE BEAM TYP. TYPE 'IS" MORTAR —� 4" THICK CONCRETE SLAB, 2500 PSI MIN. w/FIBERMESH OR ti .. O } L�' lit( 6x6- 10/10 W.W. MESH SUPPORTED ON CHAIRS @ 3' O.C.E.W. _ E ° I OVER 6MIL VAPOR BARRIER AND CLEAN COMPACTED TERMITE I �' �' 4" CONC. SLAB W/FIBERMESH 8" CMU o l f - - T - - TREATED FILL TYP ALL SLABS Fz I Fz L - : - —` OR 6x6 WWM OVER 6M VISQ. FRONT OF BUILDING II L =EMAI " I ----- �} I' SANfS SET CONCRETE-' ' I �r-II rill I�r 0'-0" FIN. FL. co I Wgrl I PAVER DECKING OVER_ _ I U �"cv co -f------ COMPACTED CRUSHED I �[I� `' �I IF A DOWEL IS MISSED APPLY W/EPDXY N N I I ` i (SIMPSON #ET) W/6" EMBEDMENT. CONCRETE FINES BASE �� 1 oO " ,' FINISH GRADE -DRILL 3/4 DIAMETER HOLES FOR #5 DOWELS. � (-��- III _ , ✓ r .._...... .___._...... -..._ FRONT WALKWAY ft luCDy•,.°` TO PARKING LOT BY OWNER/OTHERS in . '.' � .; 60 ft. x��,�0 CABANA FOUNDATION PLAN (MONOLITHIC INTERIOR SLAB & FOOTINGS) CABANA COLUMNS PLAN.(EXTERIOR COLUMNS,,COLUMN FOOTINGS &PAVER FOOTER -- —— —� 1 1 \\ o \ RIDGE --______®_______— ______-.___________ ______ _ —_ —— / �L \ �! 01 \ _—___®________________________ _____ —_____I_.—_®_—____- _ __ __— _____________ __—_- I La ______—__®_I_--_®_ _____ CLEAN COMPACTED TYP. 16"x 20 MONO. TERMITE TREATED FILL 1611 FOOTER W/245 ROD CONT. ONE STORY 8" BLOCK- WALL SECT. MONOLITHIC FTG. ` SCALE: N.T.S. 4"x4" INSPECTION PORT AT - EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 6x6 W1.4x1.4 W.W.M. OR FIBERMESH VERTICAL REINFORCEMENT IN ® �;: C.M.U. SHEAR WALL W/(1705) A$T RELEA$E® BAR IN GROUTED CELLTYPICAL .... U.N.O.; HOOK INTO TIE BEAM AT ®ATE: 09I08/201I 7. TOP & FOOTING AT BOTTOM) I C.M.U. SHEAR WALL (BLOCKS BETWEEN FILLED - CELLS ARE NOT TO BE FILLEDA �, UNLESS SHOWN ON THE PLAN) W (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATION) STD. 90 DEG. HOOK (SEE DETAIL SHT, S2) 6 MIL VAPOR BARRIER (2) #5 CONT. ON 3 CHAIRS, QII 11_411 QII INTERIOR BEA 7: RING WALL SECTION SCALE: N.T.S. z� LU N O 3-1/2" MIN! t' CLEAN, CHEMICALLY POISONED AND COMPACTED SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557 �-- STANDARD HOOK VERTICAL REINFORCEMENT IN GROUTED CELL CLEANOUT REQUIRED FOR GROUT LIFT OVER 5 ft. CONCRETE FOOTING a it z I W LO I N 0 N ` U Z� �w CV d r U d• REINFORCEMENT DETAIL SCALE: N.T.S. STANDARD HOOK STEEL REINFORCEMENT SEE FOUNDATION DETAILS �- tf5 REBAR W/ SIMPSON ACRYLIC - TIE GRADE L.1 FOOTING Ln (2)46 0 CONT. 45 REBAR W/ SIMPSON ACRYLIC -TIE ADHESIVE IN 3/4" 0 HOLE EMBED. DEPTH 6" ALLOWABLE TENSION 5,100 LBS W/ CONCRETE F'(C)>= 2000 PSI. ALTERNATE DOWEL EMBEDMENT DETAIL STANDARD HOOK w/VERT. REINFORCEMENT #5 CORNER BAR MIN. LAP 30" (TYP.) - -- vfV V I CU I.CLL CORNER REINFORCEMENT DETAIL c ,i SCALE: N.T.S. N.T.S. NOTE: THIS DETAIL APPLIES ONLY TO MISSING DOWELS USE SIMPSON ACRYLIC -TIE OR EQUIVALENT SAND SET CONCRETE —\,� CONCRETE EDGE AS BRICK PAVERS NEEDED FOR PAVER DECK EDGE SUPPORT _ ....... _ _ GRADE 0\1 COMPACTED CRUSHED CONCRETE FINES CLEAN COMPACTED SOIL EXTERIOR PAVER DECK INSTALLATION SCALE: N.T.S. - SIMPSON CONNECTION CHART CONNECTION QTY. CONNECTION CAPACITY *FASTENERS PER CONNECTION* HETA16 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART A35 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART HUC412 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART LUS26-3 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART MTS L2 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART LSTA24 1 PER PLAN PER SIMPSON CHART AS REQUIRED PER SIMPSON CHART AS RE UIRED PER SIMPSON CHART Double connectors to be placed diagonally to each other. ** Do riot drive nails through the truss plate on the opposite side of the truss which could force the plate off the truss. PRE -CAST SILL CEMENT TEXTURED 1/2" GYP. BOARD OVER 3/4" FINISH U N,O: P.T. FURRING &INSULATION CONC. WATER TABLE LEDGE CAP PER ENERGY CALCS ARCHITECTURAL FINISH (FAUX STONE) FOOTING TO TIE BEAM TYP. TYPE 'IS" MORTAR —� 4" THICK CONCRETE SLAB, 2500 PSI MIN. w/FIBERMESH OR ti .. O } L�' lit( 6x6- 10/10 W.W. MESH SUPPORTED ON CHAIRS @ 3' O.C.E.W. _ E ° I OVER 6MIL VAPOR BARRIER AND CLEAN COMPACTED TERMITE I �' �' 4" CONC. SLAB W/FIBERMESH 8" CMU o l f - - T - - TREATED FILL TYP ALL SLABS Fz I Fz L - : - —` OR 6x6 WWM OVER 6M VISQ. FRONT OF BUILDING II L =EMAI " I ----- �} I' SANfS SET CONCRETE-' ' I �r-II rill I�r 0'-0" FIN. FL. co I Wgrl I PAVER DECKING OVER_ _ I U �"cv co -f------ COMPACTED CRUSHED I �[I� `' �I IF A DOWEL IS MISSED APPLY W/EPDXY N N I I ` i (SIMPSON #ET) W/6" EMBEDMENT. CONCRETE FINES BASE �� 1 oO " ,' FINISH GRADE -DRILL 3/4 DIAMETER HOLES FOR #5 DOWELS. � (-��- III _ , ✓ r .._...... .___._...... -..._ FRONT WALKWAY ft luCDy•,.°` TO PARKING LOT BY OWNER/OTHERS in . '.' � .; 60 ft. x��,�0 CABANA FOUNDATION PLAN (MONOLITHIC INTERIOR SLAB & FOOTINGS) CABANA COLUMNS PLAN.(EXTERIOR COLUMNS,,COLUMN FOOTINGS &PAVER FOOTER -- —— —� 1 1 \\ o \ RIDGE --______®_______— ______-.___________ ______ _ —_ —— / �L \ �! 01 \ _—___®________________________ _____ —_____I_.—_®_—____- _ __ __— _____________ __—_- I La ______—__®_I_--_®_ _____ CLEAN COMPACTED TYP. 16"x 20 MONO. TERMITE TREATED FILL 1611 FOOTER W/245 ROD CONT. ONE STORY 8" BLOCK- WALL SECT. MONOLITHIC FTG. ` SCALE: N.T.S. 4"x4" INSPECTION PORT AT - EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 6x6 W1.4x1.4 W.W.M. OR FIBERMESH VERTICAL REINFORCEMENT IN ® �;: C.M.U. SHEAR WALL W/(1705) A$T RELEA$E® BAR IN GROUTED CELLTYPICAL .... U.N.O.; HOOK INTO TIE BEAM AT ®ATE: 09I08/201I 7. TOP & FOOTING AT BOTTOM) I C.M.U. SHEAR WALL (BLOCKS BETWEEN FILLED - CELLS ARE NOT TO BE FILLEDA �, UNLESS SHOWN ON THE PLAN) W (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATION) STD. 90 DEG. HOOK (SEE DETAIL SHT, S2) 6 MIL VAPOR BARRIER (2) #5 CONT. ON 3 CHAIRS, QII 11_411 QII INTERIOR BEA 7: RING WALL SECTION SCALE: N.T.S. z� LU N O 3-1/2" MIN! t' CLEAN, CHEMICALLY POISONED AND COMPACTED SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557 �-- STANDARD HOOK VERTICAL REINFORCEMENT IN GROUTED CELL CLEANOUT REQUIRED FOR GROUT LIFT OVER 5 ft. CONCRETE FOOTING a it z I W LO I N 0 N ` U Z� �w CV d r U d• REINFORCEMENT DETAIL SCALE: N.T.S. STANDARD HOOK STEEL REINFORCEMENT SEE FOUNDATION DETAILS �- tf5 REBAR W/ SIMPSON ACRYLIC - TIE GRADE L.1 FOOTING Ln (2)46 0 CONT. 45 REBAR W/ SIMPSON ACRYLIC -TIE ADHESIVE IN 3/4" 0 HOLE EMBED. DEPTH 6" ALLOWABLE TENSION 5,100 LBS W/ CONCRETE F'(C)>= 2000 PSI. ALTERNATE DOWEL EMBEDMENT DETAIL STANDARD HOOK w/VERT. REINFORCEMENT #5 CORNER BAR MIN. LAP 30" (TYP.) - -- vfV V I CU I.CLL CORNER REINFORCEMENT DETAIL c ,i SCALE: N.T.S. N.T.S. NOTE: THIS DETAIL APPLIES ONLY TO MISSING DOWELS USE SIMPSON ACRYLIC -TIE OR EQUIVALENT SAND SET CONCRETE —\,� CONCRETE EDGE AS BRICK PAVERS NEEDED FOR PAVER DECK EDGE SUPPORT _ ....... _ _ GRADE 0\1 COMPACTED CRUSHED CONCRETE FINES CLEAN COMPACTED SOIL EXTERIOR PAVER DECK INSTALLATION SCALE: N.T.S. - cel cn cy L L O O O r� •� �, , p .1- .. t�A O O � LJo `7 O ® LL! 00IL UL O C,� •� �, , • O O � LJo Q ® LL! ,...i UL �.. ®, v Q� —J U) t!'1 GENERAL ,N OTES ■ CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL. ■ ALL WORK SHALL BE IN ACCORDANCE WITH THE 2011 EDITION OF THE NATIONAL ELECTRICAL CODE. ■ ALL CONDUCTORS SHALL BE COPPER, #12 MINIMUM. ■ ALL CONDUITS SHALL HAVE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR. ■ PROVIDE ALL NECESSARY PULL/JUNCTION BOXES, SUPPORTS AND MISC. ITEMS FOR A COMPLETE INSTALLATION. ■ THE USE OF TYPE `MC' CABLE MAY BE USED, IF IT MEETS THE REQUIREMENTS OF THE N.E.C. ■ PROVIDE TYPE WRITTEN PANEL DIRECTORIES. ■ ALL WIRING SHALL BE IN A CONTINUOUS CONDUIT SYSTEM. ■ ALL LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF SUSPENDED CEILINGS. ■ ELECTRICAL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. ■ SWITCHES AND RECEPTACLES SHALL BE 20 AMP COMMERCIAL GRADE AND IVORY IN COLOR. PROVIDE MATCHING COVER PLATES. ■ CONCEAL ALL CONDUITS AND BOXES UNLESS OTHERWISE NOTED. ■ COORDINATE ALL POWER REQUIREMENTS WITH LOCAL POWER COMPANY ENGINEER. • PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTING SYSTEM FOR DURATION OF THE PROJECT. ■ EMT FITTINGS SHALL BE DIE CAST SET SCREW. ■ MAKE FINAL CONNECTIONS TO EQUIPMENT WITH FLEXIBLE METAL CONDUIT. LIQUID TIGHT WHERE EXPOSED TO WEATHER. ■ ALL BRANCH CIRCUITS MEET THE FBC ENERGY CODE 505.7 FOR LESS THAN 3 PERCENT VOLTAGE DROP. POOL PANEL FURNISHED BY POOL CONTRACTOR. CONTRACTOR TO PROVIDE BONDING OF THE POOL SHELL, LADDERS, RAILINGS, MOTORS, FENCING, LIGHT NICHES AND ALL OTHER AREAS PER ART. 680 OF THE N.E.C. (FIELD VERIFY THE EXACT LOCATION OF EQUIPMENT) POOL. EQUIPMENT 1.C. 246 THWN CU. 148 THWN CU. 1-410 THWN CU. TO PANEL A CIR. A13, 15 I RICHARD'0 BATCHELOR = CONTRACTOR ................... _.... ELECTRICAL LEGEND 1PELECTRIC METER ELECTRIC PANEL BREAKER BOX EXHAUST FAN TO TIME CLOCK TO BE WIRED WITH A HEAT SENSOR OUTDOOR WALL LIGHT FIXTURE O CEILING LIGHT/ BULB FIXTURE _S SWITCH RECESSED FIXTURE GROUND FAULT INTERUPTOR GFI DUPLEX OUTLET CEILING FAN WITH LIGHT pC; OCCUPANCY SENSOR LEVITON OR EQUAL EMERGENCY LIGHT WITH BATTERY BACK UP ''EXIT. COMBINATION EXIT SIGN EMERGENCY LIGHT WITH BATTERY BACK UP SP.0 I SOLAR PHOTOCELL CONTROL P.C. PULL CHAIN OR SWITCH FOR ATTIC LIGHT This diagrarnatiC plan is intended to show lighting and Convenience outlets only. T.S. Chehal will bear no responsibility for its accuracy. It is the electrical contractor's responsibility to verify the requirements and locations of all electrical equipment and provide and install complete electrical services as required. Electrical contractor to submit electrical plan and pull permit as required. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasd) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 PANEL BOX TO BE SIZED TO ALLOW -`. SCALE: 1/4" = 1'-U" ADDITION OF (4) PEDESTRIAN STREET LIGHTS AROUND POOL 100 WATT MH . EACH FIXTURE SINGLE PHASE 200 AMP MAIN BREAKER PANEL NEMA 1 30 CIRCUIT .0 v✓ METER 10 Q�. TIMECLOCK WITH CONTACTS MAIN . _ _. OUTSIDE LIGHTS, FANS & RESTROOM VENT FANS M, QQ . U,: POOL PANEL IS SUPPLIED BY POOL ® POOL PNL. CONTRACTOR AND ALL POOL EQUIP. IS PREWIRED. CONTRACTOR TO . 2 pole INSTALL A 2 POLE 50 AMP 1 PHASE . 50arnp CIRCUIT TO FEED POOL PANEL AS SHOWN AND PROVIDE ALL NECESSARY BONDING TO PREWIRED 2" RIGID NIPPLE W/(3) 4/0 EQUIPMENT. _ THWN COPPER CONDUCTORS Ground #4� UFER Copper Solid to Building Steel 2"C., (3) 4. AL FROM POWER COMPANY 246 THWN CU. 148 THWN CU. ELECTRICAL'RIS,ER_D,IAG RAM 1-#10 THWN CU. N.T.S. I RICHARD'0 BATCHELOR = CONTRACTOR ................... _.... ELECTRICAL LEGEND 1PELECTRIC METER ELECTRIC PANEL BREAKER BOX EXHAUST FAN TO TIME CLOCK TO BE WIRED WITH A HEAT SENSOR OUTDOOR WALL LIGHT FIXTURE O CEILING LIGHT/ BULB FIXTURE _S SWITCH RECESSED FIXTURE GROUND FAULT INTERUPTOR GFI DUPLEX OUTLET CEILING FAN WITH LIGHT pC; OCCUPANCY SENSOR LEVITON OR EQUAL EMERGENCY LIGHT WITH BATTERY BACK UP ''EXIT. COMBINATION EXIT SIGN EMERGENCY LIGHT WITH BATTERY BACK UP SP.0 I SOLAR PHOTOCELL CONTROL P.C. PULL CHAIN OR SWITCH FOR ATTIC LIGHT This diagrarnatiC plan is intended to show lighting and Convenience outlets only. T.S. Chehal will bear no responsibility for its accuracy. It is the electrical contractor's responsibility to verify the requirements and locations of all electrical equipment and provide and install complete electrical services as required. Electrical contractor to submit electrical plan and pull permit as required. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasd) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 . .0 v✓ Q�. .Q M, QQ . U,: . U,: . . 2" .VTR i TP 2" 3, TP 2„ FD 2., FD TP SINK FD LAV 2" W C AVOID DIRECT INSTALLATION TO PREVEN T FOREIGN MATERIAL FROM ENTERING DIRECTLY INTO PRIMER "TRAP PRIMER VALVE CHECK VALVE SEAL . VACUUM BREAKER PORT VACUUM BREAKER PORT THE PRIMING VALVE MUST r 4q HAVE A MINIMUM ELEVATION OF 12 INCHES (305MM) ABOVE THE FINISHED FLOOR TRAP PRIMER DETAIL SCALE: N.T.S SANITARY WASTE RISER: DIAGRAM SCALE: N.T.S SINK ...... ...........KITCHEN SINK LAV....................RESTROOM LAVATORY LT......................LAUNDRY TUB (MOP SINK) WC......................WATER CLOSET FD ............. ......FLOOR DRAIN HB......................HOSE BIBB DF......................DUEL LEVEL DRINKING FOUNTAIN URNL...... ...........URINAL CO........ ...........CLEANOUT ACCESS VTR....................VENT TO ROOF TP......... ..........TRAP PRIMER SHWR................. SHOWER \I" II . 2" VTR 2" LAV . TP URNL F D �2"' 2„ 1 2" 1 REFER TO CIVIL FOR CONTINUATION PLUMBING LEGEND - SHEET:yn~ PLUMBING PLAN -- --- =VENT LINE CABANA REST ROOMS, = SANITARY WASTE LINE SINK,STO.RAGE & - - - - - - - - = COLD WATER SUPPLY POOL SUPPLY FEED —HW—HW- = HOT WATER SUPPLY Page 7 ®f 8 NOTES: LAST RELEASED 1. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. DATE: 09/08/2017 2. UNIT COMPLIES WITH MINIMUM PLUMBING FACILITIES AS REQUIRED IN SECTION 403 OF FBCP 2014. ACCES50RIES O O �w 48" MIN O 1 l z-,--------------------------------- ' --- --- - Jw V O a o g LL< z E 0� n. x N \ o . O Q L N O Ll.l � �, I U) h - _ n'1 Z -U \ -- !--------- ' ®® 6" MIN 1 8" MIN �1 1 KNEE CLEARANCE TOE CLEARANCE 1 19" MAX O CLEARANCES U CLEAR FLOOR SPACE Y 5 C/) TO WATER LAVATORY & DRINKING FOUNTAIN gem SERVICE (':7 HANDICAP CLEARANCES ...: SCALE: N.T.S. SCALE: 1/4" = V-0" PLUMBING FIXTURE EQUIPMENT SCHEDULE AND CONNECTION CHART MARK FIXTURE WASTE TRAP VENT COLD WATER HOTMANUFACTURER WATER u MODEL NUMBER. DESCRIPTION WC WATER CLOSET* (TANKLESS) 3" - 2" 1/2" N/A KOHLER K-4405-0 WHITE, ELONGATED BOWL, 1.28 GPF, 1 1/2 TOP SPUD, ADA r CV Lo N (3111) U W M }® FLUSHOMETER BOWL 030. C� O REGAL 111XL 1.6 MANUAL EXPOSED FLUSHOMETER FLUSH VALVE FOR ® FLUSH VALVE ISI = � O O FLOOR MOUNT WATER CLOSET LAV LAVATORY* 1 -1/4" 1 - 114" 1 - 1/4" 1/2" - KOHLER K -2005-R-0 - WHEEL CHAIR USERS WALL-MOUNT/CONCEALED ARM CARRIER ;--( — LO 21-1/4" x 18-1/8" 14" CENTER SET FAUCET W/RT HD SOAP DISP. MAINLINE 225E -CP - CENTURION 1.2 GPM 4" CENTERSET, ADA, WRIST BLADE HAND. LT SERVICE SINK 2" 2" 2" 1/2" - MUSTEE 63M 24"x24"x10" MOP SERVICE BASIN -ONE PIECE MOLDED HIGH A� IMPACT RESISTANT STRUCTURAL FIBERGLASS FD FLOOR DRAIN 3" 3" 2" - - SIOUX CHIEF 832-36PF ADJUSTABLE FLOOR DRAIN, SCH 40 HUB CONNECTION, 6.5" TOP URNL URINAL - - - 314 INLET - KOHLER K -4991 -ET -0 ADA, WALL HUNG, .125 GPF to 1.0 GPF, TOP SPUD TP TRAP PRIMER - _ - 1/2" - ZURN Z-1022 W/OPTIONAL FLOOR DRAIN DF DRINKING FOUNTAIN 2" 2" _ 112" - ELKAY EZSTL8LC WALL MOUNTED, WATER COOLER, NON FILTERED, 8 GPH ADA APPROVED, B -LEVEL, LT. GREY/GRANITE 1/2" MAINLINE MLDSE25223 - TOP MOUNT TYPE 300 STAINLESS STEEL SINGLE BOWL SINK S SINK 1 - 1/4" 1 -1/2" 2" - 25"x22"x8"D 4 -HOLE MAINLINE 111E -CP - FAUCET 1.5 GPM SNCL. METAL LEVER, POLISHED CHROME NOTES: 'HANDICAPPED ADA FIXTURES SHALL BE INSTALLED IN ACCORDANCE TO ALL STATE, LOCAL AND FEDERAL ACCESSIBILITY REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. 1. ALL FIXTURES SHALL BE WHITE IN COLOR UNLESS DIRECTED BY THE ARCHITECT OR OWNER. 2. PROVIDE ALL ESCUTCHEON PLATES, SUPPLY TUBES AND ANGLE STOP VALVES AS REQUIRED. 3. PROVIDE OFFSETS ON THE DRAIN PIPING BELOW HANDICAP LAVATORIES. 4. PROVIDE INSULATED PIPING BELOW HANDICAP LAVATORIES. TO WATER SERVICE 3/4" i POOL EQ 3/4" WC 3/4"3/4" LAV - HB SWR SINK 1/2" ; �= 1/2" ' URNL -✓ t- - 1/2" � D F 1/2" 1/2" ! WC ,off „ DF �/ '`� LT 3/4„ 4' 3/4„ 3/4" HB'I LAV I 1/2" 4 WATER�IUPPL�YR ISE�RD IAGRAM SCALE: N.T.S NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF. THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED =139 MPH ULTIMATE WIND SPEED (Volt) AND 108 (Vasil) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1.40 T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMON TE SPRINGS, FL 32714 PHONE: 407-52'1-5557 // FAX:407-52'1-5434 '�- ""ter-.-••.,. 9///� T,S. GHEHAL, PI 0040748 Da t e!`U9/Q8/2G i 7 u lLfc)) u L w 00 L O C/1 =) Z r CV Lo N (3111) U W M }® o 030. C� O IFTI ® 111:1 c) ISI = � O O W LL O U PQ P E ;--( — LO 00 T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMON TE SPRINGS, FL 32714 PHONE: 407-52'1-5557 // FAX:407-52'1-5434 '�- ""ter-.-••.,. 9///� T,S. GHEHAL, PI 0040748 Da t e!`U9/Q8/2G i 7 u C31 w O C/1 =) Z r CV N (3111) U W M kb o 030. C� ® = O O O W LL O U E ;--( — 4 W U Lo 0 C� A� T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH SR 434, ALTAMON TE SPRINGS, FL 32714 PHONE: 407-52'1-5557 // FAX:407-52'1-5434 '�- ""ter-.-••.,. 9///� T,S. GHEHAL, PI 0040748 Da t e!`U9/Q8/2G i 7 Live Loads Per FSC R301 & Table R301.5pxz/ 7/8" CEMENTITIOUS FINISH A. Attic Without Storage - 10 PSF FELT/PAPERBACKED vzx B. Attic With Limited Storage = 20 PSF LATH MATERIAL C. Habitable Attics and Attics Served With Fixed Stairs = 30 PSF LAPPED MOISTURE BARRIER (HOUSE WRAP) D. Balconies and Decks (Exterior) = 40 PSF WOOD SHEATHING E. Fire Escapes = 40 PSF c1/Z CDXor7/16"O.S.B.) F. Guardrails and Handrails = 200 PSF 1'` BSI OVy:WO°° MOISTURE BARRIER G. Guardrails In -Fill Components = 50 PSF (WALLTRANSITI°N) " DRIP EDGE H. Passenger Vehicle Garages 50 PSF CEMENTITIOUS FINISH I. Rooms Other Than Sleeping Rooms = 40 PSF CONCRETE BLOCK ORSOLID CEMENT 1/2" or 5/8" J. Sleeping Rooms =30 PSF NOTE: 1. ALL EXTERIOR ACCESSORIES SHALL BE PVC MATERIAL CONFORMING TO ASTM * ALL WINDOWS/GLAZING TO MEET STANDARDS D1784,C926,C1063 and D4215 U -FACTOR S.4 & SHGC S.25 * 2. CAULK ALL BUTTJOINTS, ENDS, ANGLES and INTERSECTIONS AT TIME OF INSTALLATION. 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN CONTROL BEAD WITH DRIP EDGE FIRST (2) TRUSS BAYS W/(2) 12d NAILS TOP AND BOTTOM CHORDS TYP. ROOFx811 2x4 BAR 3E F�,MET. DRIP EDGE SEE FASCIA DETAIL 2x4 X -BRACE @ 95" O.C. ALUMINUM W/ (2) 12d NAILS EA. ENDS - VENTED SOFFIT GABLE TRUSS GABLE END NAILING 48d @ 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE 7/16" OSB 12d NAILS @ 8" O.C. CONTINUOUS 2x4 or 2x6 P.T. #2 SYP LSTA24 @ 2" O.C. 5d COOLER NAILS @ 8 O.C. " (3) 2x6 GABLE END CONNECTION — FRAME slope), u R905.2.7 UNDERLAYMENT APPLICATION. For roof slopes from two units vertical In 12 units horizontal (17 -percent p to four units vertical in 12 units horizontal (33 -percent slope), underlayment shall be two layers applied in the following manner. Apply a 19 inch (483 mm) strip of underlayment felt parallel to and starting at the eaves, fastened sufficiently to hold in place. Starting at the eave, apply 36 -inch -wide (914 mm) sheets of underlayment; overlapping successive sheets 19 inches (483 mm) and fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the c-hingles to seal. For roof slopes of four units vertical in 12 units horizontal (33 -percent slope) or greater, underlayment shall be one layer applied in the following manner. Underlayment shall be applied shingle fashion, parallel to and starting from the eave and lapped 2 inches (51 mm), fastened sufficiently to hold in place. Distortions in the underlayment shall not interfere with the ability of the shingles to seal. End laps shall be offset by 6 feet (1829 mm). ROOF NAILING PATTERN: ZONE 1— USE 8d RING SHANK NAILS AT 6" O.C. SPACING (FIELD) AND 4" O.C. AT SUPPORTED EDGES ZONE 2 — USE 8d RING SHANK NAILS AT 6" O.C. SPACING (SUPPORTED EDGES) AND 6" O.C. AT FIELD PNEUMATIC NAILS MAY BE USED IN LIEU OF 8d RING SHANK NAILS NAILED 4" O.C. AT EDGES AND 6" O.C. AT FIELD LOLAjug 8d RING SHANK NAILS AT 4" O.C. 8d RING SHANK NAILS AT 8" O.C. (SENCO 2-1/4"X.131 AND PASELODE 2-1/4"X.099) OR EQUIVALENT PNEUNATICWAIL OR EQUIVALENT PNEUMATIC NAIL AT SUPPORTED EDGES dND AT SUPPORTED EDGES AND BLOCKEXTERIOR WALL NAIL PATTERN, SHADE AREASG AND FO.C.FIELD FOR BLOCKOTHER REAS OFRO FIELD FOR SHADED AREAS OF ROOF � OTHER AREAS OF ROOF 1. PLYWOOD: (FIELD) USE 8d NAILS AT 6" O.C" SPACING (EDGE) USE 8d NAILS AT 4" O.C. SPACING (EXTERIOR WALL SHEATHING) GYPSUM BOARD NAILING PATTERN: USE 5d NAILS AT 7" O.C. SPACING J j'J"40 a. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 -INCH LONG aX (38 mm), 11 GAUGE NAILS HAVING A 7/16 -INCH (11.1 mm) HEAD OR 718 -INCH LONG (22.2 4 mm), 16 GAUGE STAPLES, SPACED AT NO MORE THAN 5 INCHES (152 mm) X>,- T R .r DOOR FRAME TO BLOCK PER MANUFACTURER'S SPECIFICATIONS SHEATHING RAFTER/TRUSS 2X P.T. WITH 1/4" 0 X 3" TAPCONS WOOD CASING @ 8" O.C. STAGGERED � THRESHOLD ......................... ; .....;01ZJ/ / �—HOLLOW METAL DOOR 1111-'. 111 11111 10 LFINiSH PER SILL VERT.ELEVATION 45 R ON POURED CELL SHOWNIF ON ••• PLAN. JAMB AT • ° DOORS (Not to All DESIGN REQUIREMENTS: UNLESS NOTED OTHERWISE: 1. LIVE LOADS FOR FLOORS IS 40 PSF 1. USE HETA16 C.M.U. TO TRUSSES AND BEAMS 2. LIVE LOADS FOR ROOF IS 20 PSF .2. USE MTS12 FRAME TO TRUSSES 3. IF A LINTEL STRAP IS MISSED, APPLY (1) HTSM16 w/1/4"x 2 1/4" TAPCONS FOR 1,175 Lbs. UPLIFT and (2) HTSM16 for 2,350 Lbs. UPLIFT 4. PROVIDE HIP ROOF DECK SUPPORT PER APA GUIDELINES T_ M Lo _ _ ■ I1.IYr1 - - ■ ■. IT r. .-. ....Tr. z 0 J m BLOCKING @ 48" O.C. FIRST 2 SPACES EACH END ROOF SHEATHING LAYOUT . (Not to Scale) 45 VERT. BAR ON POURED CELL IF SHOWN ON FLOOR PLAN. JAMB AT WINDOWS HEAD SAME (Not to Scale) 22' - 15 23--- ::::::j::;::::. 3 !1TRUSS LAYOUT & ROOF OVERLAY SCALE: 1/4" = If- 0" GENERAL LUMBER NOTES All Lumber to be Southern Yellow Pine #2 with maximum content of moisture 19%. Exterior Lumber to be Pressure Treated, Studs May Be Spruce #2. Footings Have Been Designed For GENERAL FOUNDATION NOTES: A Soil Bearing Pressure of 2000 PSF. 1 All concrete slabs shall have a compressive strength of not less than 2500 P.S.I. @ 28 days. Slabs shall be reinforced with fiber mesh on 6 mil. vapor barrier over clean compacted termite treated fill. 2. Concrete footings shall have a compressive strength of not less than 2500 P.S.I. @ 28 days. Reinforce footings with #5 bars as indicated. All bars shall be deformed and shall conform to ASTM. designation A305 and be clean and free from rust and scale. Splices shall overlap at least 25". All rebar to be grade 40. 3. For concrete block walls provide concrete filled cells with 1 - #5 bar vertically continuous from footing to tie beam at all corners and where otherwise noted as per foundation plan. 4. Extend slab 1-.1/2" at door openings. 18" WIDE METAL VALLEY - FLASHING 10' MAX LENGTHS LAP 8 MIN. BLIND NAIL UPPER END S 1 3 5 3 1 ' DERLAYMENT OPEN CUT VALLEY ®ETAIL SCALE: N.T.S. WIDE MEMBRANE 112" MINIMUM :Z CLIPS TER T.S. Chehal will bear no responsibility for error in Truss/LVL design or manufacture. The builder and the truss manufacturer are to review truss plans and verify all dimensions, spans, pitches and quantities before manufacture and shall refer any questions on loading or design to the engineer of record. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE SECTION 1609 AND INCLUDING ASCE 7-10. 1. WIND SPEED = 139 MPH ULTIMATE WIND SPEED (Vult) AND 108 (Vasil) 2. RISK CATEGORY 2 / CONSTRUCTION TYPE = COMMERCIAL 3. EXPOSURE CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT IS 1"40 SHEET: CABANA TRUSS LAYOUT AND ROOF OVERLAY Page 8 ®f 8 LAST RELEASED DATE: 09/08/2017 SCALE: 1/4" = V-0" T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH S! � 434, ALTAMONrE: F'FUNGS, r -L`32714 PHONE: 407-b2`1-5557 // FAX:407-521-5434 T.S. CHEHAL PE 0040748 . Da ter: 09/08i2017 U � cV a� C* 4LJ .�. oo LO CA o cn Z 0 U Ln ®��®� •�I > �$ n M CL U*)0 O �, ® c� w _j J U � E 'o U E LO ® 00 T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH S! � 434, ALTAMONrE: F'FUNGS, r -L`32714 PHONE: 407-b2`1-5557 // FAX:407-521-5434 T.S. CHEHAL PE 0040748 . Da ter: 09/08i2017 U �l 4LJ .�. CA o cn Z W ®��®� •�I > �$ O M U O 0 ® O w _j J U � E 'o U E ® _j� UJ U 1O U � �+ T.S. CHEHAL LICENSED PROFESSIONAL ENGINEER 531 SOUTH S! � 434, ALTAMONrE: F'FUNGS, r -L`32714 PHONE: 407-b2`1-5557 // FAX:407-521-5434 T.S. CHEHAL PE 0040748 . Da ter: 09/08i2017 I 1- Q J I'N W c9 � I rr,Ln Q � Q W Q Q n � 0 00 Y M ONO Q� Q ry J W W J_ V O 00 7— O O Z / �o(0 / A TRACT H CONSERVATION AREA / /,S610 6.t JF 6 23.50 S87-24'06 o1w /40 LOT 29 PALM HAMMOCK ALLOTMENT PB 1, PGS 104-105 �A — — TRACT H / CONSERVATION AREA // . N GRAPHIC SCALE < // / / , \ 20 0 10 20 40 IN FEET ) 1 inch = 20 ft, 578-54'52"E' \ \ 75.12 21 \ \ 09 \ 7� �' \ as ry9�^ry A ,�o• ,y0 \ TRACTI ry� A°y °Q�� �e p RECREATION °`' A:• oe,�;��� ry� \ AREA rya x o^ ��-. .� .\ h0 ry^ � •rya. ry `�� • -. `ry\ xry0 \ RSO cv a. �Tq` ry0. 1` \ ry0o rya Al� lip ry,7ryas C S ^ rya• ryryo. x Al X 0^ �\ 000 Dry 0�c.. , ry O ii a• \ i < ,� �0 ryo• � �J ��ry �V',PjrVe � �G \ � - ryo• �0 0 w'` � � Oe �, ^O � y Op 0 � ` GO _� a ryry0 \ y0 �� ��a xry ry0ry0 ►� \ \ ,� 00 0'O \ I a _C r ryo. , , Q` 4 4, ryo. 7- ,VI �l_��C_ � ryas �•-Z�� � �G I ( Q _� _ _rya• � , . \ 1__ u0 F� ^�0 Ory ry0•. fie, / <.,, x�< A Qj < ry rya. I Ich.^ / / ��P� `\ —00 'J• � et•'-7ta0,<. , .tip `ry^� J� k ryas �L;100 \ h h k ry^ \ ry 1 � \ 80 h �S ry^� Off. LEGEND BOUNDARY SURVEY NOTES: .►� BFP BACK FLOW PREVENTOR - BEARINGS BASED ON THE NORTHERLY RIGHT OF WAY LINE OF CRAWLEY DESCRIPTION: TRACT I, KENSINGTON RESERVE, ACCORDING TO THE O D� � \ CLEAN OUT DOWN LOOP AS BEING S40'13'16"W. - ELEVATIONS BASED ON SEMINOLE COUNTY BENCHMARK #8155006, PLAT THEREOF, AS RECORDED IN PLAT BOOK 81, PAGES 86 THROUGH \ QD STORM MANHOLE ELEVATION= 20,09', NAVD 1988 DATUM, 92, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. \ DROP INLET - NO UNDERGROUND UTILITIES, UNDERGROUND CONCRETE FOUNDATIONS OR UNDERGROUND SIGN BASES WERE LOCATED. ® WATER METER 80