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Plans 2348 Oceanwalk Dr W �'p REVISIONS EN ROOF & WALL D' EX15TING ANGLED ALUMINUM SIC 'PLUMB FACA OAFN I XD OK FLAT MA*27.2W2 BUILDING CODE SECTION 2002 2001 FLORI 2x2x.125 ANGLE EACH BOX 13EAM PLAN VIEW PLAN BFFECTIVE MARCH 1.2002 51DE OF BEAM wl(3)# AUG.9,2002 'LAN 12 TEK 5CREW5*(1) A x 3 Y2"LAG INTO FACIA 2,2002 VIEW I'x Xx 2/2" -0 ANGLE CUP*1 (2)#10x'A TEK TYP, IIROOF WINI)BRAC > 4H 3"x3"x.125 PLATE INLINE P05T NO BRACE PLAN ROOF 50)(BEAM PER 5CREW5 0 view TOP*BOTTOM ON REG CABLE BRACE TABLE ANGLE, OUT51DE OF REG.FOR WALL5 Ix2 4 1 x 3"x 7")�;1,2�!51 2x2 5CREEN CHANNEL I x2 5CREEN CHANNEL W1 A LONGER THAN 2x2 CORNER- FA5TENED 4(2)#10 x 2"LAG OR 3Z #I 2x3 Y2"TEK AT FA5TEN v4(4)#12 ANGLE wl(9' 2X 24"O.C. MAX. (TYPICAL) 2"5.M.5. FROM A TEK 5CREW! i�b ELEV. ELEV. ELEV. GABLE 5TYLE TEK 5CR5N5 WITHIN ROOF 5CMM wm BEAM TO FACU DETALL ELEV. �K-BRAC 2'x 2*x U5ff 2x2 P QMFTEK 5AME A5 A LAG(2)IN ROOF BEAM 14 x 3" H L-5HAFT OF HOU5E .-NA- MAN5ARD .125 ANGLE INUNE P05T 5NAP CHAN. (3)#I 2TEK 9A FRAME TO PO BRACIN TOP 4 ra 22 5CREW5 p ROOF FURUN P05T 51fff -,i BOTTOM W/ I x2 5CREEN CHANNEL 4 x 3"LAG5 24" 2NO WIND BRACE FA5TFNfD wl(2)#10 x Air (8)#I V-X'A" 2"5.M.5. FROM ji 7EW5 (4)#12 WITHIN P05T 4#10 x 2'- luc) c\J �E NJ LAV O.C.ALONG TE t 5.M.5. 24 L!IKAUNC� AMR UT -j x2 .125 VN UJI FIERIVIETER.OR U51! I \r 2'x 2"x ANGI F CUP wit(2) gel j 1 11 11 1 r5 NO W! D BRACE 5NAP CHAN. #I Ox'A" Tff\ REG, CABLE BRACE FOR NOTCH ROOF BOX 554 5CREW5 EACH REQ. A g —7E] I X2 ON EACH 51DE 0 3 Y2-x 7"xx 125 3 Y?*x 7"x .;25 R. FRONT WALL MEN TO OVERLAP P05T FOR P05T wl(5)#10 x 2"5.M.5 3- 1 CABLE BRACE PLATE PLATE wl(9 12 THRU-BOLT CONNECTION LEG DITEND5 u PC5T TEK TEK 5CREW5 FURTHER THAN 10-0", 2"x 2"x.12 F-LEV. 2x2 5CREEN CHANNEL ALLOWED FOR. BEARING WALL PEREWETER CONNEMON ANGLE 5HIM NVM14D BRACING DEEAXLS ANGLE(1)ON DOOR.JAMI55 4 FURUN5 &BRACE PIATE DETAK- EACH 51DE Of EX15TING MA50NKY OR,5TUD WALL 1"x5*xr.!x.125 I"x 2"x I"x.050 2x2TOr BEAM wl(3)#12 x ANGLE BRACING PERJIVIETER 2'x 2' 2"x 2"x.125 -Y40 TFK 5CREW5 4 CUP @ EACH 7U-CUrvl/(G)#10 FERJMETffR5NAr (2)#10 3'5.M.5.THRU. PERIMETrR 5CREW5 C M Al RjzA�J L CMAIRRAIL 2 x 2 INTO 2 x 2 5CREW x 5A"TEK5 CHANNEL ANGLE(1)ON (1) Y4"x 2 Y2*LAG BEAM OR 5UPER NOT ATTACHED TO EACH 51DE Of )R#14 x 2'TEK @ GUTTER,BRACKET GROVE55 OR CAN BE U5ED ATTACHt P05T BEAM 2*x 2' 1 x 2 FERJMETEK NEEDED JTO BEAM wl(3) EACH ANGLE 51DE I-x 2'* I x .050 U-0 I.. INTERNALLY W/ 0 FURUN 5NAP MATE5 w/2 f1O5T- (2)#Io *12xY4"TEK INTO GUTTER,*24"O.C.THEREAFTER. MIN. OF 0 I x 2"5CREEN ANGLE OR x 2 PER.IMETER. x 2',,(, 1" 5CREW5 *(I) BEAM&EIMUDED or SUPER GUTFER UP-� x 2'5.M.5. INTO 5CREW CtNAN, ATTATCHED FLAT 5NAr X.O�po A X 3/4" DETAIL FROM POST PURUN5 TO 5IX WALL5 OF 5ELf- U-dup TAPCON OR, 00 2x2 FURUN #14 2"TEK GROOVE5 0 INTE%A 2"x 2"x .125 ALT. PERIME R. MATING BEAM wl(2)#10 x 2"5.M.5. wl((4)' 5CREW 24j'O.C. TE -Y 2 CHAIRRAJL T-BOILT TO ANGLED OR LL ��j 12X �g (2 #11 Or2 ANGLE CUP WITM CONNECTION EACH 1/2 OF BEAM INTO INTERNAL #lox MA50N FLAT %.M.5.4#10 X z (4)#12XY4'TFK5 5AMI!FA5TI5qER 5CREW GROOVE5 OR,2 x 2 x.125" x /"s CHAERRAEL TO POIST DETARS WALL.U51! L FOR,5TUD WALL ADD I x2x.125 ANGLE UNDER I x2 �5.M.5. 24'O.C. CONNECTION A5 ANGLE CUP wl(4)#10 x 5N TEK 5CREff--)- q 1005T 3 12"LAG FOK BETWEEN BEAM5 ATTACH TO 5TUD FRAMING wl Y4 x 2 ALbNG PERIMETER. LEFT EXCEPT 5CREW5 EACH 51DE OF BEAM BOX BEAM -NEMON 5CREW5 THRU 5TUD WALL LAG5*#12 x %"TEK5 24'O.C.TO I x2 AL50 ADD SIDE WAU PERE PURLIN TO BEAM CONNECnONS (ANGLE OR FLAT) ANOTHER 2x2x.125 ANGLE EACH END TO BOX BEAM Ix2 TO 2x2 A"0 0(bLT THRU ROOF BEAM TO 2x2 I x 2 5CREEN CHANNEL 4 A x 2" (9)#14 x V4 TEK 5CREW5 BEAM TO MASONRY Or STlIM WALL 2;x2 PLIRUN I x2 OR 2x2 fA5TENED TO PURUN INTERNALLY W1NfD BRACE OF,Y4"0 LAG FROM LAG5 OR#12 x 2"TEK5 24'O.C. 2 x 2 x.125"ANGLE EAC11 51DE OF BEAM, OR MAX. 5.M.5.OR U-CUP WINb BRACE INTO Y2 ROOF 5 CUP EACH 51DE OF 7 5UPER MAJOR CARRY-BEAM TO 12 X 3/4" TM"FbMA6 EACH 51DE OF I x2x I x.050 wl(4)#I GUTTER BEAM wl te)# NOTE: U5E(10)#14 x 314 wl MIN.(2)#I Ox2*OF,3 BE ONE 51ZE LARGER REW5*(1) BOX BEAM GREATEKTHAN PURLIN TO E=UDED or supylvRx &R DELAK PIP, 2'x2'WALL THAN TROUTARY +++ 8 IN. #12 x 21,'TEK TO Tor (1) lOx3'5.M.5. PER.IMETER 5UPPORT BEAM MA.JOK CARRY-BEAM 46-r c1q @ 24-O.C. cf) t P05T U5E.125 ALUM, 1).1251 ALUM.PLATE EACH PLATE ON EACH HALF (5)#14 x 2x ROCOF IU ZAN�2-x.Q.5, ;k IAILF OF BEAM LENGTH5 71 4 5MALLE FROM TABLE BOX BEAM IN51DE TEK5 EACH BE x 13EAM 51ZE BEAM 51ZE U5 HALF OF BOX 2NO 5CREE CHANNEL A5 ATTACHED TO WALL Lvj 5TITCH LjW BFAM5 4 (2) 4-x 4- BEAM CO wl(3) Y41 x 3" #14 TEK (1)#8 x Y2'5.M.5. @ LAG5 OR WIND BRACE 5CREW5 TArCON5 OR#143/4' BOX mWAM SPLICE PIATE 24"O.C.TOP 4 14'x 1`05T 2"x2' 2 x 4 x.125" TM5 TO METAL BOTTOM 51ZE 5CRZEN ANGI F wl(4) 04 0 14"0 5OLTr FROM 2x2 WIND BRACE TO r- @ 5UPFORT 4(4) THKU-5OLT5 CHAN. #12 x 3/4"@ 0 c: 2x2 WALL PERIMETER OR V4'O LAG #I 2xTEK 5CRrh5 BEAM AND(2) YX4 c\I co FROM VWIND BRACE INTO 12 OF 2xg 0 J 0 INTO 15EAM 0 x 2'LAG5 10 WALL FERIMMR TRIBUTARY 5UPFCRT -j FACIA EACH WM Rt C0N?-=110N DETAR BEAM 0 2 x 2 x 3 x .125"wl(2)#12 x 3/4"TEK 2 1/211 MIN. MALY OF BEAM CARRY-NEAM TO BEAM CONNEMON 2x2xGx.125' 5CRE`i EACH 51DE 0 ANGLE 4)#I 2x3/41 TEK5 HOUSE GUTTER BEAM DETAH, 21x2*x.125 ANGLE ON ADD 2/nd ANGLE ON FLOOR, 2*x POST EACH 51DE OF 1`05T 4 2"x4"P05T CR.GREATER IRANSOM PANEL DLTAIDL. 2x2 PURUN R N BY' (2)#10 x TEK 5CRn&,5 5UPrORTING A BEAM (FILE Typff FOO1- 'SUMN ID CHECKEDRY: Zx ru-51 A. 14 x 2 12"DRIVE PIN wl A MINIMUM PENETRATION OF 2 INCHE5, 5 MON LITHIC f5LA5 ON GRAM) P05T OR ANGLED OR '5 U OU No r"N T NT 'N 15�1 FOOTtK 3'.4-OR FLAT Ix2 5CREEN SLA T Y, .3Y,'TAI-CON wl A MINIMUM PENETRATION OF 2 INCII- F"TeR I x2x I"U-CUr wl CHANNEL wl(2) 'CON5 rOOTER WI`05T 2 #10 x 2"5.M.5. OR T-BOLT ONE 5 -C Y4 x 3 14-T-BOLT wl A MINIMUM FENETFATION OF 2 INCME5. (4)#I Ox TEK5 A X3 14'TAF MIN. )ATF-1 I I @ EACH rC5T @ 2�-O- "'i EDGE ADD 2/nd ANGLE ON OFF5ET FLOOR 2'x4'P05T 51DF 4 24"O.C. ABOVE 'PROJECT: FILE 0 ALONG I x2 T)rICAL. 0 0 OR GREATER FOOTIN(; r CREEN Gxr. 10/10 WIRE ME5H OR 5UPPORTING A BEAM RADE wl CHANNEL W46 (2)%x 4 NO WIRE MI!5M WHEN FIBEIRCRETE 15 u5tv. BOLT 2x2 ALC A t "OX BE -LAN TABLE ANGLED OR, A L -NCHANN 4 r rL T 1 12 T�K X TE 5 AE-1 2W O.C. EACH WAY F-P, 1)*,5 Poo 11)#5 ROD NOTT� NO FOOTEF GUT' PAV 1HEET No.: TMPU CONTINUOU5 CONTINUOU5 MMIKED ON ROOF AREA5 1.i 5EE 3A x I P05T 400 50.FT.OR LE55 Y41xr.1 TAPCON5 OR T-50LT O.C. ONE MA50NKY I ONE @ EACH DETAIL5 HOUSE GUTTER PURLIN DETAIL P05T 51DE 4 24"O.C.ALONG (1)#5 ROD OF BOND I x2 5CREEN CHANNEL of 2 Sheets MASONRY DETAIELS ANCHOR P-01 MASONRY FASTENERS TMCAL RAW PLATE&V0Sr SMeOMON 4 id ATTACHED TO FXISTI NG STRUCTURE OR 4ll WALL Mlei ALUMINUM EA_*_P0_LY ROOF & WALL DETAILS REVISIONS REQUIRED 2001 FL6FWA BUILDING CODE SE"ON 2002 PLAN EFFECTIVE MARCH 1,2002 MAY 28,20012 3"INTERLOCKING RISE CONTINOUS ff)(TPUDED HEADER FASTENED I ZO.C. AUG.9,2= Of 11 ALUM.ROOF 2x POST TO BEAM CONNECTION 00�00f`FASTENINGS PAN OR POLY (5E!E!STRUCTURAL CONNECTION DETAILS) 1/14 or 11/2o L5) OVtRH5ANG PANELS POST 4 SeLFCT TYPE 4 SCREEN -`6 BEAM OR c 13REAKI-ORM FLASHING (SEE STRUCTURAL C&NNECTION DETAI ALUMINUM POOF R AS NEEDED MIEN PANELS lit FRAMED SPANS SHEET EDGE BEAM EXTRUDED FACIA FL ROOF ATTACHED TO EXTRUDED F)ITRUDED 2 of 2 D& NED rACIA rACIA GUTTER Z 1x2 111112 1x2 111112 POST TO X2 2wd KOOF ,j _ErAM 1 CHA RA f OVERHANG CANTILEVER CO I E('L NN -71ON (5e %-BeAM CANTILEVER ee PLAN YM&MQM @Son RM rAM OWI_ff STRUCTURAL 0 cd CONNECTION SCREEN OR DETAILS) il t cd cd ad till I" :, ;� : I 1 : KICKPLATE 2a 2d 29 24 !It 24 2d 2d 2-Mill FDGe BID :7 td W U2 Id 111 132 IF OVtRHANG4 111112 n-4 Ila 0 Ila I(PICAL -ALUM RJOOF A PAN" c 2x 2 HOU__ NOTE; MAX.MDTH PER SIDE WALL SCREEN P FL 11;8 FT. ILCL 5T Q,HEIGHT).SEE CTURAL SPAN5 SHEET CONIllOCITION I Wx.095 FLAT 5AP wi(3)#1 Ox TEIl 13 5 IL ill ot 27 eAl FOR P05T SIZE 4 ADD I x 2 TO SELECT TYPE 4 POSTS Ill R DOOR JAMD5(NOT TO EXC=7 y (See STRU 2x PO BASE CONN to CABANA SCREEN ROO N SIDE FOP,DOOR JAMB. x 41 THRIJ-BMT wi I A' ZMABO PENDEKWA5HeR 121 2 x 2 x. #10 X V4 ANGLE w... O.C.FOR PUY ROOF T" 121 SIDE O.C. Ill X 2 V2" VtRHANG 31 INTFKLOI SCREEN THKul IT TION DETAUS ROOF OV49FHANG STRUCTURAL QNNEC OR POLY-POOF THRU BEAMI FBEM BEAM EDGE BEAM SPAN rAwni FvrjL 11;2 K 2x�FA ON kch T ANGLE SIM 4' T CC V4 x 4"THRU-BOLI 'i 3"x 121 PAN 12' 24 2x2x INTO GUTT& PL4N VMW FM WMDEW CAMORT V4 x 4'BOLT 24'0 C X (3)#8 x -OR O.0 FENDER wl I Y4'FENDER 125 ANGLE ALSO#I 2,N 4 1' TEKS EACH WASHER 24" wolox S, POLY-ROOF ROOF PAN 14'PENDER, ERFOR @ 24'l. WASHER FOR r-ROOF O.C.FOR TEO 121 ON I x2 3x 12'PAN O.C.FOK 51 POLY-ROOF FO POLY-ROOF (3)#8 x AV TEKS EACH (3)#8 x 11112' NORN-INSULATED POLY ROOF CHANNEL (PAN ROOF -OR Ti EA01 3"x 12" (TYPICAL) ROOF PAN FOR ONLY)FOR POLY-ROOF ROOF PAN t-.125 ROOF PAN A, 2x3 OR 3x3 OR NON4N5ULATED ROOF INUNE POST 3x3 OR,4x4 Pi FOR 2 x POST Ir-OR (3)#8 x Ve"Tell (2) X 3 4x4 P05T TO EDGE @ NON-IN5ULATED PCILY-ROOF ROOF PAN POK J ..I-. 01 MH POST (2) Z4 x 2 Y2' LATeD KOOF L+-JZ H NOWINSU 3j6. 4x4, POST SEE TAaLe OR (1) X GxG 2"1 2NWHOLLOW THRIJ-BOLT 2 x 2 x EXI LUDED GUTTER&rx7ft 11111i DETAK V4 x 3 12' 1 x2x.0625 U-CLIF i 5Ci CHANNEL OR.2'l f1i POST A t OR, x 34",4 All.I vs. NOTCHED (4)#I OXW TZK HOLLOA(MATED TO Ill AWLE wi (3)#8 x Ye"TEKS EACH A x 4 12" SCi CIANNEL wl#10 x2'-/ THRU-BOLT5 0-111i TO SCREWS,OR(2) #10 x x 4'THKUl ROOF PAN FOR W1 I V4# THRUl THRU EACM RECEIVE #1 OX2'INTERNAL NON-INSULATeD ROOF S.M.S,(20 24-O.C.(I NO TEK5 12" FENDER WASHER 12' 2"x2"-2'x3"EDGE BEAM) POST 2"BEAM SCREW5 FROM I x2 O.C,FOR POLY ROOF CORNER POST 2 x 2 2 x 2 x.125 O.C. 2 x 2 x.l2f� POST TO 2x2 PURUN SCREEN ROOF BEAM FOR 3"INTERLOCKING ANGLE wi 0) 10 x 5W 2 x WIDE CAN BE (I"x2"*2"x3"- 2"x4"EDGE TO I x 2 OR INUNE ANGLE w/# BEAM) POLY-ROOF OR POLY Ill I x5x2x.125' V4 x 2A* TEKS 12,O.C.FOR. BEAM SEM NOTCHED (G).M.OR(E)EXTRUDE ANGLE w/ POST 2x SNAP D Gu� PANIJ TH&J-5mTs, POLY-wor SCHEDULE TO THRLI BEAMA 14 x 4"LAG BOLT w/144" A4-um.ri cAl Bi q(2) 2 x.125 ANGLE EACH fli P 12" CENTER SUB-FACIA TeK INTO V4. All x 2/2'DRIVE Pill OR V4 x E OF P05T 4(1) 14'x 2 Y2- ALSO) REQUIRED GUTTER THKu mxi O.C.FOR PO 'OR Pi ROOF/ 3'x 12'PAN DRJVE PIN5 OR /4 x 2 Y4# TAPCON5 OR x 2/4' WIEN ON EACH ol CONTINOUS EXTRUDED OUTER ANGLE 510e� Till TAPCON5 OR 14'x 2 WT-BOLT5 (3)#8 x POLY-ROOF EXISTING HEADER ATTACHED wi 2x2x 125AN Ll CO FACIA IS 59p, t -.'ALSO#1 S"TEK5 CONTINOU56" MASONKYWALL V4x2Vg'LAGTOrACIA Film POLY LESS 02�N EACH j O.C. 0 24- _ x 3 A% EXTRU OR,5TUCCO 912 THAN 112. LL HFADEK FAST t E WALL ON I x2 2x2 4 1 x2 ROOF 44%6/2 THICK OR I (D THRU-BOLT5 I Ii FOR SCREEN 3N 12"PAN OR 0 V4 x 3*LAG CHANNEL FOR #I Ox2*5.M.5. (2) STOMIED WALL INTO (2)A TYPICAL) 3'PAN ROOF I A i POILY-ROOF _j� x I +FOST @ 24-OZ. I x2 5CREEN NOW THRU ADD I x 0 P05T EQUAL5 2*l CHANNEL INSULATED EA01 ANGLE TO WALL ------- RAFM VAM)THRu BUT c\1 POLY-ROO 0 MH fill POST wi K x 2'LAGS 5'SUPER GUTrrR 15 5T INTERNALY ROOF FROM To EACH STUD 2 x 2 x I it I 2t ANGLE ADD ZW 5CREWl THRU USE ANGLE WHERE Low) HALF OF V4'x 2W DRIVE FIN.TAPOON POST SEE TA5LE THEN SCREEN 0 0 S.M.B. T-BOLT OR LAG (3)0 10 x TEKc. %CH 50 SUPER GU`MR&rx7i'll DErAM ANGLE ON 51DE OF POST REQUIRED TO (�N EAC1 FLOOR. vi(2)#10 x I Y2" 2x FRAME TO H PLUMB HEADER TO t[DE Of Sm. ANGLE 10 FANOR0= < 2 x POST,3 x 3. (3)#8 x V2*TEKS EACH I FAN C* FACIA w/IF 10 x Pi V4(2) 211 5.11 OP,Tor BEAM SEE TM 12"O.C.FOR 12"O.C. '/4x2 Y2 P05T OR OF I x2 TO SCHEDULE 4,Olt G x G #10 x TENS 12-1 POLY-ROOF A'Fl I o x r.A,OR ii yd(m!4) GREATER 130770M OF POST Pi THRO-Ell J LTS IF 14 x V4"TEKS EACH HALF P05T A, Y4 x 2 W DRIVE PIN 4 A MINIMUM PENETRATION OF 2 INCi e—C—ONTMODFillillilli% MONOLITHIC SLAB ON GRADE FILITYPE F55TING DRAM NY' 5LA ... ... 511 TAPCON OR T-BOLT THRU I X2 5CRMN CHANNEL 14 x 3.V4'TAFCON till A MINIMUM PENETRATION OF 2 INCHE5, B W/FOOTER 2x7 OR 91. ... ... BEAM 24'O.C.4 WITHIN G'OF ErrHER51DE Or P05T t t V4 x 3y4-T-BOLT Ill A MINIMUM PENffPATION OF 2 INCHE5. (GUTTER 04 4 POST OR 3".4" WALS t -.3. BEAM 541 —77 DATE GU=R 11111i SPUCE 2'-O"ABOVE (D (D STIWEN CHAIRRAIL ATTACHED TO P05T FILE FOOTING ZD CHAIRRAIL INTERNALLY V4 MIN.OF(2)#10 x 2' I 10/10WIREMESHOR GRADE wl(2)Va x 5.M.S.INTO 5CR1!WGROOVE5 8. NO WIRE MEl WIEN A77AICHED TO t, BOLT EACH WAY I"x 29" THRU POST jow FIBERCRETE 15 USED. 1174 X 11".X OG25 NOTE: NO FOOTER TKIS OKAVAW,0001.1kl 5 THE SOLE RqD (1)#5 ROD (1)#5 FROFERrY OF NAC-INDRA WMAL t DMAD CONTINUOUS �,OOF 151!1!5TR, 'AL CONNECTION D UCTUP ETA'LS it RE S'O A V'3, y M y 8, M A 2 U .9, A G DITAI E C RJJDED A AA F FACIA 'Ir ot 00 F T 24 24 "24 CM ST To AIRAIL C ECTI NN ON U-cjLIP (4) 2 =IRED ON Koor AREAS Iii W14Trl!N CONSEW IS NEWIM TO CONTINWUS Fit-Pill ALI.Dit Ill OF FM COMr1ri #10>A 5A*TEK 400 SQ.f1r.OR LESS 2X2 CHAIRRAIL ONE 0 2002 NAGENDRA KHANAL.I SiLl c\j (1)#5 RO MMONRY DETAELS ANCHOR 11-01 of 2 Shl hL4SONW FASTEWERS D OR BOND J �d' t GENERAL DESIGN REQUIREMENTS SPECIAL SPA REQUIRE IENTS: REVISIONS; -DESIGN OfMENSfONS SHALL COMPLY WITH SPECIFICATIONS IN NSPI 5 AND NSPI 3 BASED ON THE Ilk 1i -MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH POOL TYPE. 1�4,oil� 11q, FLOW THRU SPA 28",MAYL SHALL MEET THE MANUFACTURE'S -STEPS:NUN.TREAD 10"X 12",7"MIN.RISER,12"MAX NO SKIMMER INSTALLATION REQUIREMENTS. RISER EXCEPT THE BOTTOM STEPMAY BE 14"IF IT IS -ENTRY/EXIT:REQUIRED AT THE SHALLOW END AND TYPICAL GR FOR#3 THE SEAT.INTERMEDIATE TREADS AND RISERS TO #8CUT( PUMP INTERIMITENTLY IT SHALL HAVE A ONE HOUR STAIRS(10"MIN TREAD WIT A INCH MIN. AREA,12"MAX.RISER WITH INTERMEDIATE TREADS TRUNOVER,IF CONTINUOUS A SIX HOUR TURN OVER. AND RISERS UNIFORM). LADDERS,UNDERWATER -MAXIMUM TEMPERATURE 104 DEGREES. OPTIONAL DECK W/ -MEET ANSI/NSPI ARTICLE XVII,SAFETY SEATS,AND SWIM OUTS(MA-X 20"BELOW WATER). 1'/2"PITCH IN 10' -CIRCULATION SYSTEMS,COMPONENTS AND INSTRUCTION/SAFETY SIGNS. OPTIONAL 12V LIGHT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TEST PIPING AT 25 PSI FOR 30 MINUTES OR W(TRANS.%"BRASS -THE MAXIMUM TURNOVER RATE IS 12 HOURS. MEET LOCAL CODE IF GREATER. OR PVC(SEE NOTES) -FILTERS SHALL HAVE AN AIR RELEASE AND NO LIMITATIONS TO PRESSURE GAGE. FLORIDA BUILDING CODE 424-2 -PUMPS 3 HP AND LESS SHALL MEET ANSIIUL1081 DUAL MAIN DRAINS SHAPE EXCEPT FOR CORROSION RESISTANT WITH STRAINER AND MEET THE POOL CONTRACTOR IS RESPONSIBLE FOR REQUIRED(TAMPER DIVING THE REQUIRED FLOW. FURNISHING ALL DETAIL DESIGN REQUIREMENTS PROOF/SEE NOTES) -SURFACE SKIMMERS SHALL MEET NSF 50 AND FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET THE FLORIDA BUILDING CODE,AND ALL OF SURFACE AREA. CONSTRUCTION SHALL MEET ALL APPLICABLE W C/) ENTRY REQUIRED -RETURN INLETS SHALL BE A MINIMUM OF ONE FOR CODES INCLUDING PLUMBING,ELECTRICAL AND it i SWM-OUT OR LADDER (SEE NOTES) EVERY 600 SQUARE FEET. REQUIRED(GR/#8 CU) GAS. PIPING SHALL BE SCH.40 PVC,NSFpw,MAX -HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. THE 0 WHERE DEPTH OVER UL559. 6 DEEP(SEE NOTES) POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS -DISINFECTANT EQUIPM ENT SHALL COMPLY WITH PER THE SAMPLE WITH THE INFORMATION NSF 50. REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL PTIONAL RAIL 0 -PRESSURE TEST PIPING AT 15 PSI FOR 30 MINUTES OR BE TWO DRAINS SEPARATED BY 31 WITH APPROVED MEET LOCAL CODE IF GREATER. ANSUASMEA112.19.8M COVERS. ASANALTERNATE THE APP 0 E S. B PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY GENERAL POOL PLAN. SAMPLE ONLY.EACH APPLICATION FOR PERMIT SHALLL 0 1/8" V BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. BE USED IF APPROVED AT A MAXIMUM OF IVz FPS 0 it AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE.IN ADDITION A SAFETY VACUUM RELEASE t SYSTEM ST B STALLED. THIS MAY CONSIST OF POOL VOLUME 15,000 GALS. AN AIR RELEASE SYSTEM.THE VENT PIPE SHALL BE t PUMP:STARITE P4EA5D,3/4 HP 40 GPM W TURN TIED TO THE MAIN DRAIN LINES,SIZED THE SAME AS OVER:4OX60=24DO 15.ODO/2400=6.25 HOURS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION,ELBOWED UP AND OVER FILTER:STARITE PTM 50,50 GPM CAPACITY VENT LINE TO DUAL WITH A GRATE FOR PROTECTION AND LABELED __TLINEOF GRADE "SAFETY VENT". MAIN DRAIN:HAYWARD SP1035AVS -MERS DO NOT REQUIRE PROTECTION AND MAIN DRAINS.,� MAY SKIM! BE DESIGNED FOR 30 GPM SUCTION. CLEANER:HAYWARD VAC LOC TIIE FOLLOWING SHALL BE LABELED WITH RED V NT SCREEN:HAYWARD SPI026 51 VENT DETAIL LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES,VALVES,"SAFETY VENT"OR"SAFETY I'N'20GP 112" DEVICE",PUNIT(S)OFF SWITCH. M SK IM44UIRED j! IT HAS BEEN CERTIFIED THAT THESE DESIGN i q W'20�(GPM REQUIREMENTS ARE COMPLIANCE WITH THE INDEPENDENT 1 FILTRATION SYSTEM FLORIDA BUILDING CODE 424-2,ANSI/NSPI-3 1992, 11A"40 GPM STANDARD FOR PERMANENTLY INSTALLED SPAS RAIL AND ANSVNSPI-SW�jlr FOR RESIDENTIAL OPTII�ONAL IN-GROUND 9 mr ME BUILDING OFFICF Z'20 GPM ENTR(f REQUIRED (-%EE NOTES) POOL NOV 0 4 2003 Z'20 GPM 740 GPM 0-IRCULATION 17MAX FROM VENT LINE TEE TO MAIN DRAIN CLEANER CONNECTION LINE -\A >DUAL MAIN DRAINS REQUIRED (TAMPER PROOFISEE NOTES) VENT >LIGHTING&BONDING SAME AS I W3 0 GPMf`I LINE POOL PIPE SIZING CHART MAXIMUM >NO LIMITATIONS ON SHAPE PIPE SUCTION PRESSURE 30 C _J 11,19 -PNO I W. 35 GPM 50GPM GENERAL SPA PLAN 2- 60 100 21A 85 145 PoolDzino, 1/4" V 'I'A"VENT LINE� 3- 135 225 7% 4- 235 375 8608 Beach Bilvd. Jacksonville,IF'L GARDN-ER' QO E. 9702 12.6$ Ro t Bet DATE:27 Oct. 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I - I � ,, '. ,L , 't � I I 11 I �� I FICAfloN fior %WINP M COMMCE It MAY 27,2002 ALUMINUM SCREEN ROOF & WALL SPECIFICATIONS AUG.9,2002 N614,2,2= 2001 FLORIDA BUILDING CODE SECTION 2002 J A PLAN EFFL49TIVE MARCH 1,2002 N� Priodect Address:2-,�, O&A� AeW Permit No: it TASLE I Post lengths and Spacing for Screen WALLS 11d: X Pr9oject Description: cc Lz"– Oqtupancy/Use Type: i-Fol 120 M.P.H.Wind Zone: INCREASE THE SPACING OR TABLE2 14 OF TRIBUTARY BEAM TO CARRY -11-16 HEIGHT OF WALLS 13Y 28 PERCENT. SFD,mut-TFAmiu,COMMERCIAL,IN TR7L-DESCRIBE BEAM(CARRY BEAM TO BE ONE 31ZE Deftign Paramieters GREATER THAN TRIBUTARY BEAM.) IPOST MAX WALL MAX POST MAX POST MWmum Soil Bearing Capacity: 2500 PSI SPACING HEIGHT HEIGHT _OIZE MAJOR 2xr 20" 2xr 12xr EXP."8 EXP."C BEAM S.M S.M.B. S.M.8 S.M.B. .......... B. Slalb Concrete Strength to be 2500 PSI Stair Live Load: LMGTH .065 .055 .072 .082 12"x3"x.045 7 FT.0 IN. 7 FT.5 IN. 6 FT.I IN. JL4 8 FT.0 IN. 5 FT.7 IN. 10'0" 115'7" 117"11" 21'10" 6 FT.10 IN. Iwo �i First Floor Live Load: Dead Load: Partition Loads: ;??'x4Nx.045 5 FT.0 IN. I I FT.5 IN. 9 FT.4 IN. IN I Z'U- 14'z- 1111l zu i9l,I I 6 FT.0 IN. 10 FT.6 IN. 8 FT.7 IN. j Second Floor Live Load: Dead Load: Partition Loads: 14'0" 13' 7 FT.0 IN. 9 FT.6 IN. 7 FT.10 IN. 2- 15-11" IS-7" no 4" 8 FT.0 IN. 9 FT.0 IN. 7 FT.4 IN. 16'0" 12'3" 1,V 2" 17'5" 19'0" Rol Truss TC Live Load: TC Dead Load: BC Live Load: BC Dead Load: jal'x�'X.050 4 FT.0 IN. 15 FT.9 IN. 12 FT.11 IN. 11-7- 13- 16-5- .17-11 is,ON W10d Loads .6111112, 5 FT.0 IN. 14 FT.2 IN. 11 FT.7 IN. fl: 20'0" 11'0" 12'S" 15'7" 17"0" 6 FT.0 IN. 12 Fr.10 IN. 10 FT.6 IN. Code Edition Used: 2001 FBC OR ASIDE 7-98 7FT.0 IN. 11 FT.10 IN. 9 FT.8 IN. 14�10" 16'2" E�X"Ure Catag0li (B or C or Tested) Bn 10 p.s.f. 18 p.s.f. C= 10 p.s.f. 26 p.s.f. 8 FT.0 IN. 11 FT.3 IN. 9 FT.3 IN. 22'0" 10'ON 12'1" 1, 22"xft.050 19 FT.8 IN. 16 FT.2 IN. 2AI ON 110,ON 1116" 114'3" 16'6" 6 FT.0 IN. 16 FT.3 IN. 13 FT.5 IN. Mftn Roof Importance Factor: 0.77 7 FT.0 IN. 15 FT.0 IN. 12 FT.3 IN. SPAN TABLE FOR SCRMED ROOF 4e (Greaterthan 80 ft must use ASCE 7,98) Bujilding Designed aq: Enclosed: Partially Enclosed: Open: 5 FT.0 IN. 17 FT.9 IN. 14 FT.7 IN. < 30 Ft. TABLE3 (FLAT ROO 8 FT.0 IN. 14 FT.0 IN. 11 FT.SIN. BOX BEAMS(SELF MATING BEAM Baltic Wind Speed: 140 (3 second gust) 18 FT.10 IN. BEAM 2xr 2x4" 2xr 2xr WIN 2xig' Basic Velocity Pressure: EXP. -13- 10 p.s.f. Beam 4 FT.0 IN. 23 FT.0 IhL :P"x1"x.0S5 B. 2xIr 18 P.S.f. (Walls) 5 FT.0 IN. 21 FT.0 IN. 17 FT.2 IN. 3ME SNAP S.M.B. S.MI& 8,1111111,11111. GrK S.M.B. S.M.B. .045 .045 .00 .4116111, On .072 .00 k lnttmal Pressure Coefficient: (If ASCE 7-98 analytical proceodum is used) 6 FT.0 IN. 19 FT.I IN. 15 FT.8 IN. EXP.-C- 10 p.s.f. Beam) k; 7 FT.0 IN. 117 FT.8 IN. 14 FT.6 IN. 4`0"O.C. 13'0" 16'3" 20'0" 22'7" 28-ON 35-0" 39-4" 46-1 Total Roof D aid 8 FT.0 IN. 16 FT.6 IN. 13 FT.6 IN. e Load: 2.0 Used to determine upift) 26 p.s.f. Walls -6- 330800 37'1 ON 44'1 4`6"O.C. 12'2" IV7 19'3" 21'7" 26 "xft.072 4 FT.0 IN. 27 5 IN. 22 FT 6 IN. Roviewed for ShIlearwall Requirements? YES NO If No,Reason: 12 5T"O.C. 11'5" 15'0" ISIS" 20*7" 25'0" 32'4" 36'5" 42-5" M.13. 5 FT.0 IN. 24 FT.8 IN. 20 FT.2 IN. 6 FT.0 IN. 22 FT.I IN. 16 FT.5 IN. 5'6"O.C. 10'9" 14'10" 18*0" 19'9" 24'0" 3103" 35-7- 411-9" �ji , �1 1 1. i t �l i i Impact Protection Required? YES NO If No, Reason: SCREEN 7 FT.0 IN. 21 FT.2 IN. 17 FT.4 IN. Actual positive and negative pressures for each window, door ect,are to be labeled on the plans. 8 FT.0 IN. 19 FT.7 IN. 10 FT.0 IN. SV"O.C. 1010" 14*3" 17'6" 19'ON 23'0" 30'2" 33'10" 40-0" -6 j 'xft.082 4 FT.0 IN. 28 FT.10 IN. 23 FT.7 IN. 6`8"O.C. 9*5" 13'10" 16'9- IS-5- 22-2" 29'3" 32*7" 39'0" (:�ommercial and multi-family flat roofs require uplift by zone indicated on the plans for decking and finish. — 5 FT.0 IN. 27 FT.7 IN. 22 FT.7 IN. 6 FT.0 IN. 25 FT.4 IN. 20 FT.9 IN. 7"0"O.C. S'11- ON 17'9" 21'4" 128'4" 31*4" 37'11 - cortilly that I have designed the structure associated with this form to comply with the applicable structural '7N 9" -6-O.C. 8-7"' 13-ON 15'6" 17"4" 200 ON 27-8-1 7 FT.0 IN. 23 FT.8 IN. 19FT.4 7 30 36 1�114 8 FT.0 IN. 21 FT.9 IN. 17 FT. IN. PORItions of the Florida Building Code as adopted and enforced by all Counties Planning,Zoning &Building 810"O.C. 8'3" 12'7" 115'0" 16'10" 20'4" 27'1 129-9- 35-S" :01'x10"x.092 4 FT.0 K 35 FT.6 IN. 29 FT.I IN. Delpartments, Building Division. I also certify that the structural components,systems,and related elements 5 FT.0 IN. 33 FT.I IN. 27 FT.I IN. 6 FT.0 IN. 31 FT.I IN. 25 FT.5 IN. PrQlvide adequate resistance to wind loads and forces specified by the current Code provisions. 04 7 FT.0 IN. 29 FT.7 IN. 24 FT.3 IN. 4- FOR HALF MANSARD&GABLE ROOF S7YLE MULTIPLY THE 8 FT.0 IN. 28 FT.4 IN. 23 FT.2 IN. < Nafte: N. Khanal ABOVE TABLE VALUE BY IA0 r FOR FULL MANSARD ROOF STYLE MULTIPLY THE ABOVE Lic*nse No.: 16515 TABLE VALUE BY 1.20 SPECIF1 IONS MAl DIM 11117l CHIECKIll �j 1.SHEET ME7rA%LSCREW3 SHALL BE PLATED OR STAINLESS Tr 2.ALUMIN LIM IFAISTEN ERS SHALL BE OF ALLOY 2024-T4 'AS N D^TF LLOY SHALL BE 611163-T6 F —1 3. BEAM ALL61Y SHALL BE 6063-TO POST,PURLINS,ANGLES,AND 1FULL PROJIM CHANNELSAL MANSARD UN TffiICKNESS OF THE ALLOYS SHALL SE0.040 INCHES. 4.MINIM 5.CONCRETt-TO BE 2500 P.S.I. jrjAPCONS, LAGS,SCREWS,TEKS SHALL BE W'O.C. 6.T-BOLTS, i 7.ALL EXTRu@IONS MAY ACCEPT EITHER FLAT OR ROUND SPUNE. INSTALLED T49 HOLD 18114 OR 20120 SCREEN INTO EXTRUDED 1105T &*ETN&: STRIJCTURE ThIS DPAYAW DOCUMEW 15 THE 5OL! SPLINE GROWES. FROPEM OF NAGINMA KHANAL 4 DAVID Mi�il il I � �i i, ; i;`[ TWO SLITTON.WIRMIN CCWSEW 15 NEWED TO S.STRUCTURILES DETAILED AND SPECIFIED IN THESE PLANS WERE RE-FRODUCE ALL OR PARr OF Il CONTMS 2 m6g JDA BUILDING CODE 0 2002 NACtMDRA KHANAL.DAVID SUrrON of 2 Sheete DESIGNED INIACCORDANCE WITH THE FLOP -140 M.P.H.WIND ZONE I F.B.C.) FORt lit j POOL SIZE: 15*X 28' REVISIC ONS IF di il�I ii� BETWEEN 11/2"LINE POOL AREA: 332 Sq.Ft. 111/2"LINE BETWEEN SPA AREA: 39 Sq.Ft. DRAIN GRATES 2"TEE WITH DRAIN GRATES POOL PERIMETER: 72 Ft. 11/2"REDUCER ERIMETER: 22 Sq.Ft. DECK AREA: 903 Sq.Ft. 2"VENT LINE %ECOND MAIN AND WINDOWS TOPOOL AREA MAIN DO0R TO EQUIPMENT DRAIN ON DRAIN TO SE A"AMED TO CODE 54ZEEN SEPARATE 2"TEE WITH avaostIRE To HAYE saF aosma 2"SUC.LINE ==L COMPLY W7TH SPECIFICATIONS IN NSPI ANDNS'P1 3 [PLANE IN SPA 11/2"REDUCER S&F LA TCHXAW DOORS TO CODE ALL SEEM ON 1 HE POOL'll PI FOR DrVLNG WATER ENVELOPE& BEAM -SLIDES SHALLMEET THE MANUFACTUll INSTALLATION REQUIRF-MTNqS- SARA&ER CODES *TU BE NET ENTRIIll RXQUIREDAT THY SHALLOW ENDAND DEEP END IF OVER 5 FEEI DfTP. ACCEPI-ABLE ARE STAIRS(10-MIN rREAD WITH 240 SQUARE INCH MIN AREA.12" MAX.RISXR'hTrH INT EDIATETREAMANDRISERSUINIFORM).LADDERS, Y) -BELOW WATER). L J UNDFRWAVIll SEATS.Y&RN3'1 SWIM OUTS~.20 AND EQUIPMENT SHALL CON -CIRCULATION SYSTEMS.COMPONEN 2"VENT LINE 2 S—C.LINE -THEMAXIMUM TURNOVER RATE 13 12 HOURS. TO EQUIPMENT MAIN -FILTERS SfL4,LLHAVLAN AIR RELZASE AND FRnn-RE GAGF_ PUMPS 3 HP AND LESS MALL MEET ANSIMIA081 COMICS, DRAIN STRAINER AND MEET THE REQUIRED FLOW. 1 1 AREFEETOFS A A. KIT. TUR14 INLETS S at A 11i NILIM OF ONE FOR EVER Y 1l SQUAR E F 0 S HEATERSHALLMY ANSI-Z2I._%ORULI26IORUL559. Y',TSILA DISINFECTANT rpt ipmA_T 15 Ps LL coswLy*arnl NSF 51 TEST 1�1 -uris OR Nurr LOCAL CODE IF FOR 3o MIN SPA DETAIL MAIN DRAIN DETAIL 1-1 C4 GREATER. 0 318" 318" Poa TO R&WYE SPECIAL SPA REQUIRTMIll MAXIMUM WATER nEPrH V.MAXLMUM SEA]DtVrHZS",MA-X MAUER AT PBUAIETER UMFORM.IF THE SPA IS OPERATED LN-YERMITEINTLY IT SMALL HAVE CODE REQVXR MNT TRUNOVFJL IF CONTINUOUS A SIX HOURTURN Ol -MAXIMUM TEMPERAT11 IR K 104 DEGREE& C4 -MEET ANSVNSPI ARTICLE XVII,SAFETY INSTRUCTIONISAFITY SIGN& -PRXSSURK TEST PIPING AT 25 PS1 FOR 30 MINUTES ORNIZET LOCAL CODE I F GRYATER. ELECTRICA.LREOU11121HENTS; co -WIRINGAND BONMNGAND ALL ELECTRICALTONIC A".$NOR LOCALCODE. f4OOL'rLFTORONTRHEADPOWIERWrnRNIW IFINITHIN IS-PROTECTIH`GFI, TRANSFORMER MIN.14V FORM POO1.S"ABOVE wArFiL j Box 4,FORM POOL.III TOJ BOX ORTRANSFORMERWHICH EVERISFIRST EXCEPYWHERE PVC IS APPROVED. _ILDII -2 FLA)RIDA M NG CODE 4Z4 I WALL THE POOL CONT RACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN Z NTS FOR EACH LNDI-.jDVAL POOL IN ACCORDANCE WITH THE FLORIDA REQUIREME1 BUILDING COOK.AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES DGA&PIPE 4QFv NSFP., l.4CLUI)INCPLU%IBING.ELECMCALA.N NG SHALL BE SCH. C- BENCH MAX.PRESSURE VELOCrrYlOFF%,.VL'CnOr46Vft.'rHE A— THE SAMPLE WITH THE INFORMATION REQUIRED DESIGN PLUMBINGAS PIER SHO%l?,LktN DRAIN PLUMBING SHALL BE IWO DRAIM SEPARATED BY Y WITH r ([18�`WIDE) _ � I CO APPROVED ANSI ASM A11219JNI COVER&ASA."I ALTERNATE IrHE APPROVED DRAINS MAY HE PLAC ED ON DIFFERENT PLANE&THE TW0Dl SHALLHAIVT A COMMON SUCTION LLN&SUMON CRATES MAYBE USED IF APPROVED AT A I XIMVN1 OFIV.FPS AND THE SUCMON MING ISRICESSED FRONI"I'HE GRATE THE DISTANCE EQUAL TO THE Sill PUS SIZE.IN ADDMON A SAFETY VACUUNI ME! INI RELFASESYS M MUSr BE INSTALLED.THIS MAY CONSIST OFAN AIR RELEASE SYSTEM.THE VENT PIPE&HALL BETI ED TO THE MAIN DRAIN ll SUED TH TIoN, AS THE MAIN DRAL.,q SUMON UNE AND BROUGHT RACK TO THE KL rtR LUCA YT ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED"SAk- Y MAIN DRAINS -,a.. ANAI.TER-NATE'nIES"ETYVACULMRZLL4SESMEM(.N��)-"--I AS I ANAPPROVFDV�kLVEMEEnNGLAPMVIGCIWUOIR� SIaMMERS DO NOT REQUIRE PROTIt'"ON AND MAY BE DESIGNED FOR 30 GPNI -0. ISEE DETAIL 3'-6" 6- SUCTION. �? lk BE LABELED WITH RED LABEL MARKER TAPLAT THY THIS PAGE) DEPTH THE FOLLOWING SHALL 'SAFETY DEVICE-.PUNIN TH DEP FILTERLOCATI N:PIPES.VALVES,-SAFETYVEN -OR' 0 OFF 91 DA 4t : r SHEDLINEr WALL SAM LIGHT SAL LIGHT IT HAS BEEN CERTIFIED TILkT THESE DESIG N REQUIRIM ENTS ARE CONIPLIA:%CE INDICATES BACK: RE WITH THE FLORIDA BUILDING CODE 424-1 ANSL`NSFI-3 I M.STANDARD FOR r. L att) 1; 10 TURN (100 watt) (300 wi PERMANENTLY INSTALLED STAS.kND ANSIlNSP1-5 19"STANDARD FOR EMSIDENTIA 1, OUN IMING POOLS. Of EXCAVAMN MAWALK-IN BEPICH STEPS SPECIFICATIONS i tj :::j18." ..'DE GENERAL .W r r i r .r r r r I r I I r Nr r : : Z WALL DECK RETURN SCREEN DRAIN ENCLOSURE Pool Circ. Pump: 1.0 Hp Whisper-FIOL -24) (WIFE Spa Jet Pump: N/A Filter Type: Clean&Clear 150 SKIMMER EXISTING STOOP DECK, (160317) DRA14 Heater N/A VENT LINE Gas Tank By- Others Vented By:N/A S, FUTURE ADDITION Jandy Control, NIA TUB UP JUNCTION EXISTING C&VERED BY OTHERS I BOX LANAI Electrical By" Clift ilk Timer: No Skimmer(s)- 1 Size: 7' POOL EQUIP. RESIDENCE Main Drain(s)- 2 Size- 2" LOCATION Return Lines(s): Wall Returns DRAWN B NWE Stnd.-Lighting: Yes Pool Watts: 300 '03 Spa Wafts: N/A DATE: 20 5§ept. 7,538.06 gal LP 5-59pm(_(Hp Wftper-Flo) Pool Cleaner: Standard SCALE: I/C8 Chlorinator: Yes 2.28 brs Waterfall Mfr.: N/A Length: N/A CONTTAQT:: Elic Clift R NE A I I N 1E GE T ENO E S 2..v mT t IN F IF IMF: Deck By: Clift (904) 85t_0019 Deck Dainage: Drainage away from pool ............. �j pj, TABLE-1 ALLOWABLE SPANS OF EDGE SE46 BETWEEN SUPPORTS FOR PAN/PoLy ROOF M51CAN CWFICATION for 13ULPINL9 COM COMPLI&a REVISIONS ALUMINUM SPECIFICATIONS TOTAL ROOF C PANEL SPAN (140 M.P.H.) PANAPOLY ROOF &WALL 'MAY 1.3,2 F7. I BEAM SIZE 8 FT. 10 FT. 12 14 Fr. 18 Fr. 18 Fr. 20 Fr. 24 FT. 2001 FLORIDA BUILDING CODE SECTION 2002 MAY 28,2002 2".1 3". .045 7-9" 7'1 16'7- 16-2- we" we" 15.3.. 4'10" PLAhl EFFECTIVE MARCH 1,2002 2"x 3"x .097 ff -5- '10" 8 7 7'5" 7'C" 18 A .9,2002 �j ji 8.0. 2'*x 4"x .050 11'3' 10'3' 9'6" 11-11- 8-5- -7- 7' 7 0" 2"x 5-x .050 10's" 9*11" Q'6- as 2*x 8"x .050 t7" 14'2" 13'2* 12'3" 11'7" 11-0- 10-8- 0-8- PIrroject Address: Permit No: 2"x 7"x .055 4" 12*8" 12'1"' 11-1- 17111 116,4, 15*1,- 1412- 113' P4roject Descripti rr 2"x 8'x .072 22 0' 120'1' 18*7" 17'5' 116'5" 15'7" 14'10' 13 W 2"x 9*x .072 24' 121'11* 120' 9'0' 117'11" 17'0' 16'2" 14'11 CO C-Accupancy/Use Type: TABLE-3 LISTRAL-D13MBIr TAPLE- POST SPACINGS FOR ExTRunEn nurrEg SELF MATING BEAM (2"x7'x.055) POST SPACINGS FOR &M-W=1 SELF MATING BEAM (2-0-x.055) SCREEN ENCLOSURE ONE SIDE/SOLID ROOF OTHER SIDE SCREEN ENCLOSURE ONE SIDE/SOUD ROOF OMER SIDE I D*sign Parameters Loll SCREEN ENCLOSURE VAM SPAN SCREEN ENCLOSURE BEAM SPAN UJ PAN/POLY ROOF PAN/POLY ROOF 120 FT 124 FT 28 Fr 32 FT 35 Fr 40 FT I 120 FT 124 FT 28 FT 32 FT i 3US FT 4WO r I Minimum Soil Bearing Capacity: 2500 Stair Live Load: PRNECTION PROJECTION -8- 17-0- 16-6-1`1540P] 15'a' 6 FT. 1810" 17 First Floor Live Load: Dead Load: Partition Loads: 8 FT. 14*o* 13'7' 13'2"112-9-112-6- 12-21 1 8 Fr. 16'0" 15'8' 15'0"14 3707 12 "zo 11 10 Fr. 12'0" 117' 11*2' 10-9- 10-6- 10-2-1 1 10 14'0* 13'8' 1 a-g-18'5',8;2;'l j- -W _J Second Floor Live Load: Dead Load: Partition Loads: 12 FT. a" 11,0, �6; 9;10; (L C� 14 FT. 13'0" 7*7"17'2- 14 FT. 1010" 918" 9'0"".. 7 Roof Truss TIC Live Load: TIC Dead Load: BC Live Load: BC Dead Load: TA3LE 4 PPOSRT a WAM SWW OR MEX so IMULS TABLE 4 POST LMN PAM SCREEN OR WX$0 WILLS U) MAX PO! MAX. POST AL SKINED SKINED VOInd Loads POST IU5T Mm� POS7 POST SPACING HEIGHT WALLS SPACING MMHEIGHT METAWLALLS SI SIZE ZE CWe Edition Used: 2001 FBC OR ASCE 7-98 2"474,00 HOLLOW 3R DOOR JWSS OUTSIDE CORNERS OF EIEWNG WALL 2"&'4.048 HOLLOW FOR DOOR AM 1: OUTSIDE CORNER;OF BEARING WALL 4. f E)XPOSUre CatagOrY:_(BorCOrTe8t&d) 41 0 19, a* 101 2' X 3" x 0.045 5- 0' a. 9. 4- 5' 5l 0" 17' 9" 9. 6. 2" x 6' x 0.050 4' 2- la, 3" 5. 0. OR 5. 0. is. a. Bluilding Designed as: Enclosed: Partially Enclosed: Open: 7# 0" 7- 5- 3' 11* 3 x 3 x .125 7- 0' 15' 0" 8. 0. a, 101 3- B- 8' 0' 14' 0" 7' 5' Wan Roof Height: (Greaterthan 60 fL must use ASCE 7-98) Importance Factor <30 Ft. 0.77 5- 5- 0' 10, 10* 5' 2- 2' 111 4" x 0. a. 0. 4. 0. 050 2' x 7" x 0.055 9, 10* 19, 1" OR OR ftsic Wind Speed: 140 3 se=d gust) Roof Live Load: 30 p.s.f. Roof Dead Load: 3.0 p.s.f. 3 x 3 x .060 7' 0" 9' 2' 4. 4. 4 x 4 x .125 7' 0' 17' 8" Z a. S. 4. 0. a. 0. 8- 0' 161 61 I nfternal Pressure Coefficient: Design Roof Pressure:20 p.s.f. (Solid Roof) 9. .5. 10 a 4' 0' 15, 91 5. 0. If ASCE 7-98 anaV1=1 proosedufe Is und 8' 5- 2* 111 5" x 0.050 1,V 21 Design Wall Pressure: 18 p.s.f. 12' 10" 7' 11' IS! OR 3 3 x .090 30; 8, 0" 7' 2 R*viewed for Shearwall Requirements? YES NO If No, Reason: j Impact Protection Required? YES NO If No, Reason: SCREEN Actual positive and negative pressures for each window, door ect, are to be labeled on the plans. tornmercial and multi-family flat roofs require uplifts by zone indicated on the plans for decking and finish. co tertify that I have designed the structure associated with this.form to comply with the applicable structural co 06 cq N 104brtions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning&Building DEapartments, Building Division. I also certify that the structural components, systems, and related elements LL w Pftvide adequate resistance to wind loads and forces specified by the current Code provisions. MAX PANEL SPANS PON'- ROOF 3-PLY I PANEL 'MK. 3 4 AND CO 0 FT.O.H. 1 FLOA 2 Fr. O.H. 1 L 6 %me: N. Khanal SANDWICH PAWE FACINGS 0.024 OR 0.032 ALUM. T T C\I kLLOY 3105 14/425 CORE. EXPANDED POLYSTYRENE ENCLOSED 0.024 12'8" 12'10" 13'3* 2.0 PCF J.P.S� DENSITY. 3 0. 0 032 14'10" 14*11" 15'5" Litense No.: 16515 10,11" 11'2" 11'7" 0241 TH15,DRAvlNr t I . < Documew 15 Tmr.5oLr. 48* 10.0321 rRQfftPTY or NAreNDRA KmANAL#DAVID 12'9" 13'0" 13'5" Rr-fftoouce ALL OR PART or IT5 owrm5. 5UTfFION,wpirreN cow_wNr j5 N==To SPECIFICATIONS) MAX PANELSPANS =WA_CH_**N 1 0 2_ft2 NkGENDPA KMANAL DAVID WTTON PANEL THK '3INTERLOCKING ROOF PANEL ;ED-y-3-j'P-H14/H25 ) T 0 Fr.GA. 1 FT.O.H. 2 Fr. O.H. T DRAWN BY: IEIKS EACH PANEL PARTIALLY DAYID SUTTON 1.%HEET METAL SCREWS SHALL BE PLATED OR STAINLESS TO ANY EDGE BEAM w/ MIN. (3) #8 x ENCLOSED 1 0.024 13-11- 14-1- 14.5- 4" CHECKED BY: MAX PANEL S NS 2.ALUMINUM FASTENERS SHALL BE OF ALLOY 2024-T4 0.032 -o- '2" -6- FPM THICK ENCLOSED 1 a 16 16 SCALE 3. IkEAM ALLOY SHALL BE 6063-T6 POST,PURLINS,ANGLES,AND - - 0 Fr.OA I FT.O.H. 2 FT. O.H. T ENCLOSED 0.02, AS NOTED T 1 11-11- 12-2- 12*7" DATE: BUILDING CHikNNELS ALLOY SHALL BE 6063-T5 PARTIALLY 0.02 9111. 45' ENCLOSED 3 ENCLOSED 10.0321 113-9- 1 -0- 1 14'4" 1 4.IMINIMUN THICKNESS OF THE ALLOYS SHALL BE 0.040 INCHES. PROJECT: PARTIALLY 0.030 B 9 B"I 1 9-5" S. tONCRETE TO BE 2600 P.S.I. ENCLOSED --PARTIAL= MAX PANEL SP NS 6.Tr-BOLTS,TAPCONS,LAGS,SCREWS,TEKS SHALL BE 24"O.C. ENCLOSED 0.036 1 1'3" 11'5" 11,10" 12" FPANEL THK. _�.040 12-3" 12'6" 12'10* T 0 FT.O.H. 1 FLOA JOBIF 7.ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. ENCLOSED 2 Fr. O.H. G. IN,%TALLED TO HOLD 18 114 OR 20120 SCREEN INTO EXTRUDED ENCLOSED PMTIALLY 0.024 17-3- 17'5" 17'9" T 0.024 5-B" 5-11- SHEET No.: q Ift SPILINE GROOVES. - 0 PARTIALL' 10.032 19-11- 20'0" 2D'4" 8*2" 8" ENCLOSED 030 4" 8-9" 1 WTRUCTURES DETAILED AND SPECIFIED IN THESE PLANS WERE: - TWO 0.0361 8.8.. 8.8.. ENCLOSED 24 14 10 1 15 1" 15'5 DE%IGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE BUILDING BUILDINO 10-0 ENC ED of 2 Shoots JE D 0.040 1 9-3- 1 9-5" C 5* 17'7" ND ZONE. NC E .0321 117-2- 1 17' NO v4 z REVISIONS; TYP.WIDTH it it WATERLINE L j: TILE TOP BAR STARTS 6** WATERLINE Gi FROM TOP OF BEAM �D LLAA4 Ei 1 1 1 0 TOP(2)HORIZONTAL ........ ......... BARS ON 6"CENTERS #3 REBAR ON 12" CENTERS TYP.FOR ALL BARS VERTICLALLY AND HORIZONTAL ABOVE THE 4ft.61n.DEPTH. POOL ................ LINE OF 411.61n.DEPTH - - - - - - - - - - - - - - - - - . . . . . . . . . . . , . . . . . . . . . . . . . . - - - - - - - - - - - - - - #3 REBAR ON 12" TYP.BEAM it HORIZONTAL CENTERS THICKNESS —AND 6"VERTICLE CENTERS BELLOW THE 4ft.61n.DEPTH. %j..... It it DUAL MAIN DRAINS t FORANTI-ENTRAPMENT PURPOSES z Noffs: tt, > DRA WIN49 MWAL FOR ALL SHEUS WXTH DEPTHS EXCEEDIA16 J 11 # 3 RESAR TO BE USED MICAL THROM9HOUT Ho > EVERY BAR—END TO BE OVERLAPPED 30 BAR DIAMEMPS j (EQ UX VA L EA tCE 11.25 cut DRAWN BY: Q�WW It t !t > SEE A Till"ACHED PLl FOR VENr LZUE DETAILS J DATE: 27 Oct"03 GARDINE Or. 01 Ll N S ,P,E 702 SCALE: N.T.S;. 1268.Rog�4 $It�ist QJLEARWATE`R,,,FL0RJDAIS�756 (727) 442-8443 (904)855-001tg it It 't