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813 NE 97 St (11)IM. . - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 // --- 4.- - -4� --- 4.- - � - - - 1 1 1 1 1 1 1 1 1 . -« L— 6' TYP [..___1_ I2' AVG. TYPICAL CING AOR FRAME I.G. WINDOW 6063 —T5 GLAZING STOP 6063 —T5 x062 TYP .812 .8 f FRAME O.G. WINDOW 6063 —T5 .1 A A OR B DIM. A OR B DIM. TYPICAL ELEVATIONS GLASS 3/16' ANNEALED 1/4' ANNEALED OR 3/16' TEMPERED USE IMPACT RESISTANT SHUTTERS AS REQUIRED HY SFBC. FALSE HUNT INS (SURFACE APPLIED) MAY BE USED NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAJLS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO. A OR B I -- , A OR B DIM. ADRB DIM. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. SINGLE LITE PICTURE WINDOWS En9r. DR. HUIJAYOUN FAR000 STRUCTURES FLA. FE f 16557 OV 0 1997 BY A DR B DIM. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA PRODU► OMROI DIPS ON BUILDING CODE COMPLIANCE OfFICE ACCEPTANCE NO91 Z 1. 05 l z 10 N o f Q 0 N m E1:44 c-a Q n. O In n < Q 1 � W � II1 1 z d 0 X Lo M M Z l'' O 0 0 0 0 s 0 4 drowing no. W97 --11 (sheet 1 of 4 • e • . • 4 1. S 10 SMS OR 3/16'x2 -1/4' TAPCON 2 6' FROM ENDS Ea 12' D.C. TYP. 11 10 SMS OR 3/16'x2 -1/4' TAPCON 2 6' FROM ENDS & 12' D.C. TYP. 1 BY OR 2 BY W000 BUCK GLASS AS PER TABLE 3/16'- ANNEALED 1/4' - ANNEALED 3/16'- TEMPERED 1 BY OR 2 BY WOOD BUCK 1/4' MAX. SHIMS • INSIDE GLAZED WINDOW 1/4' SHIN MAX. lj DADE COUNTY - APP ROVED MUWON & MUWON ANCHORS • . •, , ,r. 10 S.M.S. O 12' O.C. as • e • , 0 . 4 3/16'x2 -1/4' TAPCON 2 6' FROM ENDS t. 12' O.C. TYP. it 10 SHS OR -- 3/16'x2 -1/4' TAPCON Q 6' FROM ENDS 1. 12' O.C. TYP. • • 1 BY OR 2 BY WOOD BUCK 4 .'• 4 • • e 4 . . • 1/4' MAX. , SHIMS A OUTSIDE GLAZED WINDOW GLASS AS PER TABLE 3 /16'- ANNEALED 1/4' - ANNEALED 3 /16'- TEMPERED WOOD BUCKS NOT BY GOPI, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS TO BE AT 6" FROM CORNERS AND 12" SPACING. FOR 1" BY BUCKS 3/16" TAPCONS ONLY, 1 -1/4" MASONRY EMBEDMENT FOR 2" BY BUCKS # 10 SMS WITH 3/4" WOOD EMBEDMENT 3/16" TAPCONS WITH 1" WOOD EMBEDMENT 10 S.M.S. O 12" O.C. DADE COUNTY APPROVED MUWON & MUWON ANCHORS • 1/4' SHIN MAX. • Y1 a. ' • 10 SMS OR L• •. 3/16'x2 -1/4' TAPCON e 6' FROM ENDS d 12' O.C. TYP, Engr: OR. HUMAYOUN FAROOQ STRUCTURES Fl .A. PE f 16557 APPROVED AS COMPLYING WiTH Ulf SOUTH FLORIDA BUILDING CODE 195 PROOUI .NTROL DIV:S:ON 4 BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO.7'8 2)1).5 n O 8 N • 9 1 N 0 C 0 0 c 0 41 .0 0 0 ,c c ) Y , ) drawing no. W97-1 1 WINDOW DIMS. A/B 19 -1/8' 26 -1/2" 37" 53 -1/8' 19 -1/8' 26 -1/2" 37' 53-1/8' 19 -1/8' 26 -1/2' 37" 53-1/8" 19 -1/8" 26 -1/2" 37" 53-1/8" 19 -1/8" 26 -1/2" 37" 53-1/8" A/B 26" 38 -3/8" 50 -5/8" 63" 74 -1/4" DESIGN LOAD CAPACITY -- PSF (# 10 SMS) 3/16" - ANNEALED EXT. 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 29.4 . 29.4 68.8 53.3 40.3 67.0 51.3 40.2 BASED ON HET1 -96 -1061 OF 10 -09 -96 0 TEST SIZE = 37 -1/4" X 74 -1/4' TEST LOADS = +60.0, -60.0 PSF DESIGN LOADS = +40.0, -40.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 3/16' - ANNEALED © TEST SIZE = 51" X 74 -1/4' TEST LOADS = +68.0, - 75.0 PSF DESIGN LOADS = +45.0, - 45.0 PSF WATER INFILTRATION TEST = 20 PSF TESTED GLASS = 1/4" - ANNEALED INT, 77.9 57.3 57.3 56.8 77.7 56.2 40.3 38.8 72.0 56.2 40.3 68.8 53.3 40.3 67.0 51.3 40.2 SINGLE LITE PICTURE WINDOW COMPARATIVE ANALYSIS CHART 1/4" - ANNEALED EXT. 120.0 88.3 88.3 76.7 104.9 86.6 62.0 59.8 97.1 77.0 62.0 45.3 92.9 72.0 57.7 43.2 90.4 69.2 54.2 INT, 109.2 80.3 80.3 76.7 104.9 78.8 56.4 54.4 97.1 77.0 56.4 41.2 92.9 72.0 56.4 39.3 90.4 69.2 54.2 BASED ON FTL -1162 OF 6 -1 -95 © TEST SIZE = 59 -1/2" X 77 -1/2" TEST LOADS = +91.0, -91.0 PSF DESIGN LOADS = +60.7, - 60.7PSF WATER INFILTRATION TEST = 16.5 PSF TESTED GLASS = 3/16' - TEMPERED 3/16" - TEMPERED EXT. 110.0 110.0 110.0 110.0 110.0 110.0 97.6 90.7 110.0 110.0 94.7 71.3 110.0 106.3 85.1 67.9 110.0 102.2 80.1 65.2 INT, 109.2 80.3 80.3 80.3 109.2 78.8 56.4 54.4 109.2 78.8 56.4 41.2 109.2 78.8 56.4 39.3 109.2 78.8 56.4 39.3 WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/16" - TEMPERED A/B 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60' 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" 24" 36" 48" 60" A/B 24" 36" 48" 60" 72" 84" 96" 108' 120' DESIGN LOAD CAPACITY - PSF (# 10 SMS) EXT. 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62.0 41.4 31.0 31.0 58.1 41.4 55.8 41.3 54.3 49.9 44.3 INT. 62.1 62.1 62.0 58.1 62.1 41.4 41.4 41.4 62.0 41.4 31.0 31.0 58.1 41.4 55.8 41.3 54.3 49.9 44.3 EXT, 95.6 94.2 83.7 78.5 94.2 63.8 63.8 59.8 83.7 63.8 47.8 47.8 78.5 59.8 47.8 38.3 75.3 55.8 • 55.8 47.1 73.2 53.3 71.8 47.9 65.4 42.5 58.8 INT. 87.0 87.0 83.7 78.5 87.0 58.0 58.0 58.0 83.7 58.0 43.5 43.5_ 78.5 58.0 43.5 34.8 75.3 43.5 73.2 53.3 71.8 47.9 65.4 42.5 58.8 EXT. 110.0 110.0 110.0 110.0 110.0 100.3 98.8 88.3 110.0 98.8 75.2 75.2 110.0 88.3 75.2 60.2 110.0 82.4 69.5 60.2 108.1 78.6 64.9 105.9 76.0 61.8 104.3 74.1 103.0 72.7 Fsyr: DR. HUIMYOUN FAROOQ STRUCTURES Fl. A. PEI/ 1 ef NOV 0 3 19 INT, 87.0 87.0 87.0 87.0 87.0 58.0 58.0 58.0 87.0 58.0 43.5 43.5 87.0 58.0 43.5 34.8 87.0 58.0 43.5 34.8 87.0 58.0 43.5 87.0 58.0 43.5 87.0 58.0 87.0 58.0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i M • E - 19 T? BY .�/ ...... PROOU■ '. ,TROL DIV,S.ON BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO 6 1 - / - 6']al.O6 0 0 0 0 w 0 0 N a 0 0 0 0 z w n. 0 0 0 0 0 a v c ) drawing no. W97 -1 1 (sheet 3 of 4 DESIGN LOAD CAPACITY - PSF (3/16" TAPCONS) DESIGN' LOAD CAPACITY - PSF (3/16" TAPCONS) WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/18" - TEMPERED WINDOW DIMS. 3/16" - ANNEALED 1/4" - ANNEALED 3/18" - TEMPERED A/B A/B EXT, INT. EXT. INT, , EXT. INT, A/B A/B EXT. INT. EXT, INT. EXT. INT. 19 -1/8' 26 -1/2' 37" 53 -1/8" 26" 77.9 77.9 120.0 120.0 110.0 175.7 24" 36" 48" 60" 24" 62.1 62.1 95.6 95.6 110.0 140,0 62.1 62.1 94.2 94.2 110.0 139,0 57.3 57.3 88.3 88.3 110.0 129.2 62,0 62.0 83.7 83.7 110.0 123.6 57.3 57.3 88.3 88.3 110.0 129.2 58.1 58.1 78.5 78.5 110.0 115.8 56.8 56.8 76.7 76.7 110.0 113.3 19 -1/8" 26 -1/2' 37" 53 -1/8" 38 -3/8" 77.7 77.7 104.9 104.9 110.0 154.9 24" 36" 48" 60" 36" 62.1 62.1 94.2 94.2 110.0 ^ 139.0 93.3 41.4 41.4 63,8 63.8 100.3 56.2 56.2 86.6 86.6 110.0 126.8 41.4 41.4 63.8 63.8 98.8 93.3 40.3 40.3 62.0 62.0 97.6 90.8 41.4 41.4 59.8 59,8 88.3 88.3 123.6 38.8 38.8 59.8 59.8 90.7 87.6 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 -5/8' 72.0 72.0 97.1 97.1 110.0 143.4 24" 36' 48' 60" 48" 62,0 62.0 83.7 83.7 110.0 41.4 41.4 63.8 63.8 98.8 93.3 56.2 56.2 77.0 77.0 110.0 113.7 31.0 31.0 47.8 47.8 75.2 70.0 40.3 40.3 62.0 62.0 94.7 90.8 31.0 31.0 47.8 47.8 75.2 70.0 115.8 29.4 • 29.4 45.3 45.3 71.3 66.4 19 -1/8" 26 -1/2" 37" 53 -1/8' 63" • 68.8 68.8 92.9 92.9 110.0 137.1 24' 36" 48" 60" 60" 58.1 41.4 58.1 78.5 78.5 110.0 88.3 41.4 59. 59.8 88.3 _ 53.3 53.3 72.0 72.0 106.3 106.3 _ - 47.8 4 47.8 75.2 70.0 40.3 40.3 57.7 57.7 85.1 85.1 - - 38.3 38.3 60.2 56.0 111.2 - - 43.2 43.2 67.9 63.2 19 - 1/8" 26-1/2" 37" 53 -1/8" 74 -1/4" 67.0 67.0 90.4 90.4 110.0 133.5 24" 36" 48" 60" 79" 55.8 55.8 75.3 75.3 110.0 41.3 41.3 55.8 • 55.8 82.4 82.4 51.3 51,3 69.2 69.2 102.2 102.2 - - 47.1 47.1 69.5 69.5 40.2 40.2 54.2 54.2 80.1 80.1 - - - - 60.2 56.0 - - - - " 65.2 63.2 108.1 t • 24" 36 " 48' 60" 84" 54.3 54.3 73.2 73.2 108.1 _ 53.3 53.3 78.6 78.6 - - -" - - - 64.9 64.9 - - - - - - 24" 36" 48" 60" 96" 49.9 49.9 71.8 71.8 105.9 105.9 _ 47.9 47.9 76.0 76.0 -" - - - - - - 61.8 61.8 _ - 24" 36 " 48" 60" 108" 44.3 44.3 65.4 65.4 104.3 104.3 - - 42.5 42.5 74.1 74.1 - - - - - - - - - - 24" 36" 48" 120" - - 58.8 58.8 103.0 103.0 _ _ _ - 72.7 72.7 - - _ - - - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT N., EN: 19 q7_ 8 Y d /-- - 41 PROOUC 'eNTROL OIY.S.o CJ BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO ci 7 ' a7 2 J. 5' c N c a u 0 o v r s° O_ 0 ,c (sheet 4 of 4 rowing no W97- -1 AS- • 8. 4' 40' 0 0 o`. 1 L _ zo' S' LI LI a •3' . r • 0 L, F\} \5' AL La? O 24 6' oNE sTY. 6.3 5. 2G�i• U.. 813 2 S ' aeK,,.Ja. 2 0' 1 u NOTES: — BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE — ELEVATIONS WHEN SHOWN ARE REFERRED TO SU V FY SCgr 1 '`: = 2 r ' 1( 3' 11. + a+ F. I.? .O - -'— x / 0.3 ' � Q L • J a\O • 0 r 10.0' � O . O w AIL. ' r „ PROPERTY ADDRESS 81 • ai`I ST2 SET • H I AN I , 'ff L.oP -I04 • 33 13 8 - LEGAL DESCRIPTION LOT 14 Al,o - 1HE HALF OR L' 1 t s• BLOCK '13 SUBDIVISION t- I1A4-i 1 or-- 1Je. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT PAGE 3 1 OF THE PUBLIC RECORDS OF Gr'< r COUNTY; FLORIDA CERTIFIED TO: N.E• c=7 10 !" J NE. 1 3 1 ALLE 13 LOCATION SKETCH SCALE: 1" = 20 THE N,TC AL FLOOD INSURANCE RATE MAP DATED 03 -0 2 19 °1Q- PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DELINEATES THE HEREIN DESCRIBED LAND TO BE SITUATED WITHIN ZONE • COMMUNITY NO. 12 -° ( '2-PANEL Oq 3 SUFFIX WE HEREBY CERTIFY: That the attached AS -BUILT SURVEY of the above described property is true and correct to the best of our knowledge and belief as recently surveyed under our direction, also that there cre no above ground encroachments unless shown, and meets the minimum technical standards set forth by the FLORIDA BOARD OF LAND SURVEYORS. Pursuant to Section 472.027 FLA. Statutes and Chapter 21H - of Florida Administrative Code. Examination of the abstract of title will have to be made to determine recorded instruments, if any, effecting the property. Location and identificotion of utilities and /or adjacent to the property were not secured as such information was not requested. Ownership is subject to opinion of title. ROBERT W. HANNAU, a single man FIRST UNION NATIONAL BANK OF FLORIDA ATTORNEY'S TITLE INSURANCE FUND, INC. WEISBURD, EISEN & ROTH- CORTINA, P.A. &Associate; hie. Registered land Surveyor, State of Florida 9360 S.W. 72nd STREET, Suite 265 Miomi, Florida 33173 (305) 598 -8383 FAX: . 598-0023 JUAN J. BONFILL PROFESSIONAL �D S'JRVEYO NO. 31 9 STATE OF FLORIDA DATE: 0 4 - 0 9 1 REVSION• REVISION: CLIENT: ORDER NO cll.- 0 5'70 z -� L ✓i r - j • L. � wW u a Cr 5 NV F-: UCi C) _1 �zz ooi CL 0: n C . a d L Lj zr X0417= W vi ci u `� J m � -z <Q oduou0 .••, tst., s 1 1 1 "- — 7 () • CLc 1141;10 T I L 20c) CF:N1 75-AA/ 12 r;:s 1 - 1 LUX/VV; t. r ,1 11 ( -)i-Ak 1 L • t. f _ iJ - 1_19 JT 1 /A6 _ c211\1:-5 d`,;"5' 1 - ;- r - - -• - 1 1 t 1 , t ; .-, , ... f r , .,,,...,.... ,...,..., , ...,..-.,,- r - - --- t_ i • - tz• 2nL) C14M 2.;(12, '12 A r2 0 '':/iY/ -)co r 1;1■A r I , _ _• t ' L I T L L, T -••_, • r Q. 6t1) W. 6.';, • -11/..1:: L. r .. , ; 2'1 Z\lr,2 1, 1 i; ( \ R ;kir) , k t )1; ; - A 4 1 \ it Njil - tAA.,;;_f,".); ; .•;r - 4 • • - - • 616 e t . t - : A;/ p Lc4x 1 - .121 c • r NJ 41 , 0 , SCALE , AS NOTED DRAWINGS ISSUED: FOR PERMIT: 8 OCTOBER 1998 REVISED: tc34-1., 813 Northecst 97th Street Miami Shores, Florida 33138 I ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754-6452 SEAL SHEET A OF 3 0 PROPOSED 5' HIGH WOOD FENCE SEE DETAILS ON SHEET A- to 11 I PROPOSED 3• WIDE WOOD GATE L • •••■•••■•••••••• elf ily■••■•••••• • 8x8 P.T. POSTS AT GATE ONLY. SET IN 16" DIAM. CONC. FOOTING 4' DEEP. TRASH CAN STC RAGE 5" THICK CONC SLAB 6x6 10/10 WIRE MESH SLOPE TO DRAIN 1/4" PER FOOT EXISTING DRIVEWA ••■•■•••■•••••••• = : =. .7.1= PROPOSED 5' HIGH x 10' WIDE ROLLING WOOD GATE ON TRACK; SEE DETAILS ON SHEET A-3 wra•••••••••••.• •■•••••■••••• ALLEEY PROPOSED FRENCH DOORS AND ROUND WINDOW SEE FLOOR PLAN, A-2 EXISTING HOUSE ■••••••••••••••••• • PROPERTY LINE (75'-0") I. 97th STRF SIT_ ..■01•••••• y LINE (75 PROPOSED 5' HIGH WOOD FENCE SEE DETAILS ON SHEET A-3 PLA •••••••■••■•••• ••••••••••••••• PROPOSED 4' HIGH CHAINLINK FENCE RE-USE EXISTING ••••■■■■IIM T PROPOSED 3' WIDE CH AINLINK GATE RE-USE EXISTING 1111■••••••■■•• 11 11 1 1 ti 11 1 1 I I I i- 1 PROPOSED 3' WIDE WOOD GATE 11 11 11 11 I I 11 I I I 11 11 11 I I I I PROPOSED 5' HIGH WOOD FENCE SEE DE TAILS ON SHEET A-3 1 • • PROPERTY LINE PROPERTY LINE SCALE AS NOTED DRAWINGS ISSUED: FOR PERMIT: 8 OCTOBER 1998 REVISED: A STRUCT. COMMENTS: 23 FEB '99 cicid yn, 1 �� Xan'ra,ui Q/sJi clunx, � 813 Northeast 97th Street Miami Shores, Florida 33138 ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754 -6452 • SEAL Vy \Y SHEET A , ,2 OF 3 EXISTI WINDOW \G HOUSE EXISTI\G HOUSE EXISTING OVERHEAD DOOR EXISTING HOUSE UNPAINTED 2x2 TRELLIS UNPAINTED 4x10 BEAM UNPAINTED 3x8 BEAM UNPAINTED 4x4 POST FILLED CELLS W /_ # ---- REBAR,_6 +N EPDXY © HEADER, at FOOTER TYP. FOR 4 PROPOSED FRENCH DOORS, TYP. FOR 2 PAIRS DEMOLISH WALL BELOW EXISTING WINDOWS, TYP FOR 2. NO PT PROPOSED WOOD _R-Ett1 PROPOSED FRENCH DOORS SEE DU TYP, FOR TWO PAIRS ROPC:;EO WINDOW EXISTING HOUSE 1 /4" = \--- VENTILATION GRILLE RAIL EAST FL 1 /4" = 1 '-0" CAS- T- 1N= P LAC l= —CONC ! _TE W/ (2) #3 REBAR RINGS, — &—DOWELS © 16" o.c. W/ 6" EMBEDMENT-1N_ EPDXY PROPOSED WINDOW tl v -- +41.1 43.9 FVATIO 1 '-0" FILL EXISTING DOOR OPENING W/ 8" CMU, DOWEL INTO EXISTING STRUCTURE © 16" o.c. W #5 REBAR, 6" EMBED. IN EPDXY. ONE FILLED CELL VERT. W/(1) #5 REBAR STUCCO TO MATCH EXISTING \G PLPVATO\ /4" = 1)-0" VAT WOOD RAILING PAINTED STEEL GATES WOOD STEPS EXISTING HOUSE EXISTING OVERHEAD DOOR �1 NPAINTED 2x_ HORIZONTALS VENTILATION GRILLE • EXISTING ROOF BEYOND UNPAINTED 2x2 TRELLIS UNPAINTED 4x10 BEAM ' UNPAINTED 3x8 BEAM UNPAINTED 4.x4 POST � - 2x8 WOOD CAP 1x4 SKIRT BOARD UNPAINTED 2x2 VERTICALS CO 4" O.C. UNPAINTED 2x4 NAILER TREX DECKING XISTING FINISHED GRADE GENERAL NOTES: 1. EXISTING ROOF AND WALLS TO REMAIN UNTOUCHED, EXCEPT AS NOTED. 2. ALL CMU INFILL PANELS SHALL HAVE FILLED CORES W/ # STEEL REBAR 0 2' -0" oc. DOWEL NEW WALL PANEL TO SIDES OF EXISTING OPENING © 16" oc VERTICALLY W/ (1) #3 STEEL DOWEL, 6" EMBEDMENT AT EACH SIDE. 3. ALL WASTE MATERIAL FROM DEMOLITION SHALL BE REMOVED FROM SITE. WINDOW AND DOOR NOTES: 1. WINDOW: YALE —OGRON 30" DIAMETER "BULLSEYE" WHITE FINISH, CLEAR GLASS. 2. DOORS: YALE —OGRON #900, 3' -0 "W x 6' -8 "H, OUTSWINGING, CLEAR GLASS, WHITE FINISH, BRASS LEVER HARDWARE, APPLIED COLONIAL MUNTINS. 3. ALL NEW WINDOWS AND DOORS TO HAVE HURRICANE SHUTTERS PER THE SOUTH FLORIDA BUILDING CODE. 4. CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS IN FIELD. ROPOSED "TREX" STEPS PROPOSED "TREX" DECK N FLOOR PLA\ 1 /4" =--- V-0" PRO PUSEE" TREX'' BENCH PROPOSED WINDOW NEW COLUMN; SEE ELEV. TYP FOR FOUR PROPOSED FRENCH DOORS TYP. FOR 2 PAIRS MITER JOINTS AT CORNERS SCALE 1 " y 1,-0" NO �II� NW DRAWINGS - aSSU-ED: FOR PERMIT: 15 OCTOBER 1998 REVISED: 0 cur !1 1 7 • 1 1 1 1 1 n l ARCHITECT - JOHN ORCRE ARCHITECT INC. 121 NORTHEAST 92nd STREET f MIAMI SHORES, FLORIDA 33138 TELEPHONE_ (3051 754 -6452 SEAL. ( //(1' (1 $HET E,:,3 OF 3 0 11111,11 hiallr A il 16, did : 44_ IP RC Tr , N 10' NG GA 1x6 PRESSURE TREATED WOOD PICKETS 2x2 PAINTED STEEL FRAM 2x4 PRESSURE TREATED WOOD RAILS TYP. FOR 3 EARTH DE A E STEEL WHE ROLLING ON 1 1/2" x 1 1/2" STEEL ANGLE TRACK. TRACK SET IN CONC. W/ 8" x 1/2" STUDS @ 16" o.c. SLOPE TO GRADE EXISTING PAVING 3000 PSI CQNC. FOOTING; 12" x 12" W/ (2) #5 REBAR s P.T. WOOD PICKETS 2x2 WELDED PAINTED STEEL FRAME 2x 1/8" STEEL STRAPPI \G WELDED TO STEL FRAME P.T. 2x4 WOOD FRAME STEEL WHEELS 1 1/2" x 1 1/2" STEEL ANGLE TRACK [F\SHED GRADE LC W00 F3 1/2" HE VY -DUTY STE L HINQE; QESi; WELD TO GATES. 1><Q P.T. WOOD PICKETS 30 DEGRET B(D —EAR ALTEFaNATING PICKETS D FI \ISHE) GRADE 1' 1 .e/ N 1/4" HQRIZONTAL,, THROW —BOLT WELDED TC TOP RAIL INACTIVE LEAF HELD Y 1/2" STEEL RQD DROP BOLT, HANDLE @ 3i —2 , HIGH. PROVIDE POSITIVE STQP FOR RAISED PQSITION. (--\ $\__) 1 E • ri I 4: '• A . 4 11 1 '1' IJ 5 1x5 PRESSURE TREATED WOOD PICKETS 4x4 PRESSURE TREATED WOOD POST @ 5' —Q" o.c. MAX. 2x4 PRESSURE TREATED WOOD RAILS TYP. FOR 3 SLOPE TO GRADE 000 PSI CQNC. FOOTI \Q; 12" DIAMETER EARTH NOTE: STEEL GATES TO BE FULLY FILLET WELDED, GROL) \ D SMOOTH 84 SANDED CLEAN, SPRAY-- - APPLY ONE COAT OF RUST PF?OOFI \G PRI VIER, AND TWO FINISH CQATS OF EXTERIOR GRADE ENAMEL. 1 1/2" SQUARE STEEL TUBE 3 1/2" x 1/8" STEEL PLATE ON EACH SIDE. FULLY FILLET WELDED. 1/2" STEEL PICKETS @ 4" o.c. 1 1/2" SQUARE STEEL TUBE 1 1/2" CLEARANCE TO DECK DECKING /_____Li arses' I/ _____________________________w. AI ./Jm/_/d_/__/_ItrdrfA iraar/____ /____ /ItLI� � 1M_I a ���N ►. /d� ►I MN ' ►1 ._ I�___/ r Ii_ ____/___I___!_iI____/____./_/__ 1 . F /__APIMI_'f /___________1~4151 %INI______APWAki 1/1/0. Xa/nina(,& NQA,i,clunx,02, 813 Northeast 97th Street Miami Shores, Florida 33138 forara►.v_.ISI►4• /_i! ■I V /_aAIIIINIF � ►w_TI_IrI►.I__IIr././AMVAIA7I_IB IN►_.rs�___/JI / / / A 4'" x 42' MIN. ACCESS HAT F0 TANK CLEANOUT. YE LOC.A •N OF CLEANOUT. ___ /Inoral.I_1.//.Iar.Imir//_ii OF JOI T HANGER: � SI P$ON U LIFT CAPACTYn86 NAIL W/ 6- .1Ox1 I /2 ` UPLFT384 / ' \ GRAVITY7$ N 0 i \ / 1 441 NAILS TO JOST & {TYP NA STSZ)ADR j P - 1 r__ aAIAldi JOIST HANGER: �\ J / SIMPSON HU312 UPLIFT CAPACITYm865# ACTUAL =192 , / 0 U UPLIFT 384# / ,� w GRAVITY =7801Y / \ 0 1 / N r ,,, CO I UPLIFT CAPA�C� =865. ,^ X 1 NAIL W/ 6-104 NAILS TO JOIST & 10 -16d NAILS TO HEADER / TYPICAL. EXCEPT AS, NOTED r 0 0 0 1 I ii 0 0 JOIST HANGER: LLJ . A S HU212 1— 1 ACTUAL=384� +'� EN / «c (f) / ^ P -1 W a. N LLJ ' th D(I' r — Ch X CL N / / " TR�X " DEC i / <I G �--- ►: / / / - _. 1/2 SCALE " NORTH =1' -0" IIIII DRAWINGS ISSUED: FOR PERMIT: 15 OCTOBER 1998 1/1/0. Xa/nina(,& NQA,i,clunx,02, 813 Northeast 97th Street Miami Shores, Florida 33138 ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE: (305) 754 -6452 SEAL i� V SHEET 2 OF 7 -4 1/2" TC -1 -4 0 „ 1/2" RA LI FRA 42" x 42" \A N. ACCESS HATCH FOR TANK CLEANOUT. VERIFY LOCATION OF CLEANOUT. v G 11 & Bi NC \G PLA\ 6 TREX 12' -2" 1/2" WOODEN STEPS PRESSURE TREATED 2x8'S 1 1 DE C \G TC -1 TC -1 PROPOSED WINDOW —6 1/2" P - : 4x4 TREATED WOOD POST TC-1 : (1) #5 BAR I\ FILLED CELL PROPOSED FRENCH DOORS TYP. FOR 2 PAIRS " TO SYVBOLS LO S REQ'D. P -1 / o c, Q 4 -v j / / / 11' -10" / / AS 2x10 PRESSURE TREATED LEDGER W/ 3/4" DIAM. KWIK- -BOLTS @ 16" o.c. 2 ROWS, STAGGERED D REQ'D. .\\ P- 1 � _ X /C FRAM\C si 4' —6 \ v A LA\ TREATED WOOD 2x12 (BURIED UNDERGROUND) WOODEN STEPS SEE DETAIL, SHEET S - 12' -2" 1/2" 3x12 OJSF 4' -6 1/2" P -1 P -1 P -1 Ln I SCALE NO SCALE DRAWINGS ISSUED: FOR PERMIT: 15 OCTOBER 1998 1 REVISED: A STRUCT. COMMENTS: 23 FEB '99 143 LA, tY- cum-ix/au/ eRvJAiclAv 813 Northeast 97th Street Miami Shores, Florida 33138 ARCHITECT JOHN ORGREN ARCHITECT INC. 121 NORTHEAST 92nd STREET MIAMI SHORES, FLORIDA 33138 TELEPHONE (305) 754 -6452 t"= SEAL SHEET SI 2 1 OF 2 co 0 N 4' , z • /. V) N 6" 2x2 ' , NAILER '�/�r 4' , .4 • v - (2) -3x 12 STRINGERS A v J • 4 4• f .. A SIMPSON HU312 P.T. 2x2 TRELLIS @ 8" o.c. (2)- 3/16" x 3 1 /2" GALV. SCREWS PER CONNECTION SECJ DECKING 4x10 BEAM W/ (2) — 1/2" x 14" GALV. LAG BOLTS PER CONNECTION PRE —DRILL HOLES TO PREVENT SPLITTING 3x8 BEAM W/ (2) — 1/2" x 12" GALV. LAG BOLTS PER CONNECTION PRE —DRILL HOLES TO PREVENT SPLITTING 2x6 P.T. WOOD CAP; NOTCH AROUND 4x4 POSTS TYP. 1x6 P.T. WOOD FASCIA EACH SIDE 2x2 P.T. WOOD SLATS @ 4 " o.c. CONTINUOUS 4x4'S FROM BASE TO TRELLIS —OR— TO RAILING CAP BENCH 2- .9..cto oc&. 3,<(a g.Gr�'P rat- N' t- -2x1..Cb PRESSURE TREATED LEDGER W/ 3/4" DIAM. KWIK BOLTS @ 16" o.c. 2 ROWS, STAGGERED 2x8 P.T. BEAM 5/8" GALVANIZED BOLTS f 1 4x4 PRESSURE TREATED POSTS EXISTING GRADE /CONC. PAVERS 12" DIAM. CONCRETE FOOTING 0 L6 id t4 O\AA A : •i . i ►' oi 1, 44 SIMPSON HU312 v �` W/ 16 -16d NAILS TO HEADER 86 6 -10d NAILS TO JOIST \J� EXISTING WALL S 2x6's BELOW TREADS SEE SECTION "B" CI A WOOD FRAMED DECK 2 -1 /2" GALV. BOLTS P.T.2x6 RA Ni WOOD — FRAMED DECK P.T. 2x6 LEDGER P.T. 4x4 POST -- 12x12x12 CONC. PAD TYPICAL FOR STAIR POST V 1 0 z U W 0 SIMPSON LCB44 TYPICAL DECKING DECKING 4 4 • t • • • a: DECKING P.T.2x6 P.T. 2x10 4 . • • • • • 4 ., • a. . SIMPSON HU21 A\ RISERS: 7" MAX. TREADS: 1 1 " MIN. CONCRETE FOOTING taff GX 6 -- (c wi./ P.T. 2x6 DECKING P.T. 2x6 1 2-1/2" BOLTS PER CONNECTION P.T. 2x6 (CUT IF NECESSARY) DECKING APPROXIMATELY FACAM (3,3 r 1 CO 0 - rofiL it cN. ' 55.0 J , C� r_ -( 3 (0, 3 V I VA; ((. 3'3 _ A 'L0_ 1 '3 1 o. Z ) I‘, -3 x'1.1: - 1.4J;1 � j 3 )/2 v, ('1,VZ (;) siJ)(e 2,15 - 4 ,11 +L 1oo,c r �{ 3 0 b_ o_ ( „,3'3 `' )P t 5 g 06, t. 4-- q �3 ". e; L fJ:;�: Irc) c 1 . I G " r-i C7 'V L t • S •� '� $A.G ÷ • 1 N ..(fit- -L` I: QO- r- tr4fd.v. r '. Ay _ _ '[7 c:71-1 LUT, '1cj, r-4 11 - _cQi� r5c- c>r4 ` - 7 -3- ti1 t1. 5 i -+prte: FLORIDA JOB . 1 DATA: { ' S1gET I DET. DRAWN , BY: CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTES BEFORE PBO,CEEDING WITH THE WORK. , ALL DRAWINGS ARE THE PROPERTY OF THE ARCHITECT AND SHALL BE RETURNED TO AT THE COMPLETION OF THE WORK. Iluerne_Diet A C2.. I,? \es T4rL, N. t, \' =1eRV (LerrT Tr.cintPelpr • '+.:c: aiixb .4 t. ti .� '' Lv ta•4�' Sral as � ; .. �. -i • 11' r x C?' r 14 :x, + r ter a ? ' # S f' ;-*,(1,-:.r ► t e. • '1L. ?1 + F4 c ti s 0`r4t E11rt,r r471 3 It l,.t wit N ~t'r�.t.. K;S �'�" t_�• I , i� i+C " t fv" ' C . C,s e;. :. • L.' r : � , . 4 4 t . *;j xG Pter4 1 : . Pj T. la >af?_ ..V<* t i s. 3Z ' s rr 'X , Z ~, 2 e C'. -rt 3 ' e rat rams 2v:c� �� �2rt t ht, car ` ;. S - t' \V4 Lt. ORAWN, BY: •.. r JOd f ,r .� OATS: S .1EET C., I DST. CONTRACTOR SHALL VERIFY ALL QIMENSIONS ANO ` NOTES BEFORE PROCEEDING WITH THE WORK. ALL DRAWINGS ARE TIDE PROPERTY OF THE ARCHITECT :• AND BRAD. BE RETURNED TO HIM AT THE COMPLETION OF THE WORK. 1 r a , , • , ' , • • . . , CONTRACTOR SHALL VERjOY ALL DIMENSION_S AND , NOTES BEFORE PROCEEDING WITH THE WQi1K. ALL - -- • 4 _ . DRAWINGS AR,E THE PROPERTY THE I AFiCif TECT AND SHALL BE RETURNED TO HIM AT THE COMPLETION OF THg'WORK 1 ea ...t• t , 1,‘ tugen,. lifet4ei; to Tne New Yuri. y. $O. Crc;pfos Tratiug tayei f t ' • , Tr'"*1 r a , , • , ' , • • . . , CONTRACTOR SHALL VERjOY ALL DIMENSION_S AND , NOTES BEFORE PROCEEDING WITH THE WQi1K. ALL - -- • 4 _ . DRAWINGS AR,E THE PROPERTY THE I AFiCif TECT AND SHALL BE RETURNED TO HIM AT THE COMPLETION OF THg'WORK 1 ea ...t• t , 1,‘ tugen,. lifet4ei; to Tne New Yuri. y. $O. Crc;pfos Tratiug tayei I! II b I it ■ 1 i f II 4 I N �6 j �� 6 11 11 11 U W 11 !L 43 M 10.00' SURVEY 15' Platted Alley 14.00' 17,80' Grass A sphalt Pavement —/ / —/ / —/ 75.00' N 90 ° C0'00" W 4 '/ One Story CBS Residence Floor Elev= 11.37' Conc 19.80' 16.30' 97th Stree Concrete Walk 10.05' 10.35' SCALE: 1". 20' BOUNDARY SURVEY FOR Robert Hannau DATE: 10 OCT 2004 SHT, 1 OF 1 DWN BY: JEB APP'D BY: J.E.B. JOB No.: 4927 ;5) co SKETCH 0 N 90 ° 00'00" W 80.00' FL000 INSURANCE INFORMATION COMMUNITY NUMBER: 120652 PANEL NUMBER: 12025 C 0093 J DATE OF FIRM: 2 MARCH 1894 INDEX DATE: 17 JULY 1995 FIRM ZONE: X BASE FLOOD ELEVATION: N/A MIAMI -DADE COUNTY, FLORIDA 13 Found 1 /2" Iron Pipe Grass N 0 \\Stave 1\MYDOCUMENTS\Drawings 4000- 4999 \4900 \4427 Robert Hahnau 11X17,dwg, 10/20/2004 1:30:39 PM 20 Ir JAMES BEADMAN AND ASSOC., INC. 11501 SW 57th TERRACE MIAMI, FL 33173 Ph 305 252 -0741 Fax 305 596 -5994 10 0 Found 1/2" Iron Pipe 1 20 W I I J / SURVEYOR'S CERTIFICATE T I HEREBY CERTIFY: THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS SET FORTH FLORIDA BOARD OF LAND URV ORS AN • r PURSUANT TOSECTI• 2.� F.S. AND 17-6 F.A.C. �� 1 .. I JAMES E. LB 000349 .S. NO. 2997 E Y THE APPERS HAPTER 61 G LOCATION SKETCH SCALE =1 NE 98th Street NE 97th Street LEGAL DESCRIPTION LOT 14 AND THE WEST ONE HALF (1/2) OF LOT 15 OF BLOCK 73 OF THE PLAT OF "MIAMI SHORES SECTION NO. 3" AS RECORDED IN PLAT BOOK 10 PAGE 37 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA, ADCRESS: 813 NE 97th STREET Miami -Dade County Follo = 11 -3208 -014 -2590 CITY OF MIAMI SHORES MIAMI -DADE COUNTY, FLORIDA SURVEYORS NOTES ` BOUNDARY SURVEY WAS PERFORMED 10 OCTOBER 2004. *THE ORIGIN OF BEARINGS WAS ASSUMED USING THE CENTERLINE OF NE 97th STREET AS N00 °0000" E. • ELEVATIONS ARE N. G. V. D. OF 1929, BM WAS A DADE COUNTY BENCHMARK (B -50), LOCATER NUMBER 3250 S, LOCATED AT NE 96th STREET AND US HIGHWAY NO. 1, BRASS BOLT IN CONCRETE MONUMENT, ELEVATION 10.02 FEET. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. • IT IS A VIOLATION OF THE FLORIDA ADMINISTRATIVE CODE TO ALTER THIS SURVEY WITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR AND/OR JAMES BEADMAN & ASSOC., INC. ENCROACHMENTS, IF ANY, ARE AS SHOWN. CUSTOM POOLS 13250 S.W. 131 STREET, SUITE 100 MIAMI, FLORIDA 33186 PHONE (305) 255 -5315 ACKNOWLEDGEMENT OF POOL OWNER'S RESPONSIBILITY DATE: /0— © ?-- TO: /4/4 M 1 f Fe__ ' `fi , ' (Municipality /County) ATTENTION: Building Official / I am the owner of the property located at: 09 3 97 Pr A4/ 1/ fOfi hereby acknowledge that I have received a copy of the portion of the State of Florida Building Code effective January 1, 2002, describing the requirements for swimming pool barriers and alarms, con- tained in sections 424.2 through 424.2.23. I understand and agree that is is my responsibility to comply with these building code requirements. 1 further understand and agree that CUSTOM POOLS is not required to complete the pool or make it operational until an inspection is made to determine compliance with these statutes by the building inspector of the appropriate municipality having jurisdiction. I understand that the final building inspection of the swimming pool will not be approved until I have complied with these building code requirements pertaining to swimming pool barriers and alarms. x 4,4x* (v. ar,1440 (Property owner's signature) .:. • ... • • . • • • • • • ▪ • • • . • .. . • • • • . . . • , • (Property owner's signature) (Date) 9 . .. • • A CERTIFIED GUNITE COMPANY NCORPOR, D It I FLORIC4 AUij1ST, 1964 S'AT2 CF FLORIDA CONTRACTOR'S CERTIFICATION No. CPCO56434 /0 —"°1—m4 --- (Date) EXISTING RESIDENCE NOTE' CONTRACTOR SHALL VERIFY ALL SETBACKS FRG'1 PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN THE MINIMUM REQUIREMENTS, EITHER SY CANER OR BUILDING OFFICIAL, THE ENGINEER SHALL SE NOTIFIED. BRICK ON SAND SKIMMER EXISTING WOOD DECK 10' -9" 10'-6" VACUUM INLET MAINDRAIN 6 ' - 1'6 "x6'0" SWIMOUT WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE MAINDRAIN 100111 12v LGT 9' FOOL LAYOUT 1/4 " =1'0" j BULLNOSE COPING POOL EQUIP 6:NVIj 6)1. /1-/2 .‹.) POOL , N rs: 31- WINO/ SELF-LOCKING GATES REQUIRED QUIREC FENCE: 4 ' HIGH (MIN.) AND NON-CLIMBABLE- IT: NEIGHBORS REMOVE FENCE/ WALL, OWN,F1R MUST REPLY E WITH A 4' FENCE ON..1.6eWOOD C't'iNER'J PROPERTY FENCE A 1 l Mho • •=1 F- r• ALARMS TO BE PROVIDED ON ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO POO pE WOOD 15.0 FENCE 2004 OJ-4. SERVICE 1 22.02 SEPTIC TANK 31.01 -- METER PANEL N.E. 97 STREET SITE FL4N I " = 20' 0206 EQUIP 4$1 0 WATER 4.4- CHAIN• . LINK FENCE / SELF CLOSIN SELF LATCHING GATE SNEET I /11 NOV. 4, 2004 DA TA' GENERAL LIGHTNG - 2100 SQ FT. AT 3 WATTS / SQ. FT. a4rr9 6300 4500 APPLIANCE CIRCUITS 4 LAUNDRY RANGE 12000 DISPOSAL 800 D I614WASHER 1200 REFRIDGERATOR 1200 DRYER 5000 WATER NEATER 4500 SUBTOTAL 35500 POOL LIGHTNG 100 TOTAL ,356 00 10000 FIRST 10 KW • 100 PERCENT REMAINDER • 40 PERCENT 10240 AIR HANLER 5000 HEAT PUMP 6 000 POOL PUMP 2100 TOTAL 43340 43340W / 240V • 180.6 AMPS ELEV. TOP OF POOL WALL 98 DEPTH OF POOL' 50 ELEV. TOP OF MAINDRAIN 48 MIAMI DADE COUNTY FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRA[N 48 POOL IN FLOOD CRITERIA 12 LESS 2'0" HYDROSTATIC VALVE -08 SLAB THICKNESS REQUIRED 6 " SURFACE AREA (6Q. FT.) 405 VOLUME (GALLONS) 11000 TURNOVER (HOURS) 4 PERIMETER (FEET) 86 DECK AREA (SQ. FT) 546 *3 BARS AT 10 " CENTERS / BULLNOBE COPING in INLET "3 BARS AT 10 " CENTERS FOOL SECTION ELEC. 3 '3/0 THHN 2" COND. METER 3 .3/0 THNN + 1 .6 T141-W, IN 2" COND. 2004 DISC. NOTE: FROM TRANSFORMER TO JUNCTION BOX: 300UU: 2 "10 TI-41-N + 1"12 TI-{IN 150W: 3"12 TI-41-4N 15W OR 100W: 2 14 THHN + 1 1 12 THIHN ALL 1/2" CONDUIT POOL HEATER 5 HP HEAT PUMP AIR RELIEF - VALVE POOL FILTER, CARTRIDGE 115 SQ. FT. OF BURFAGE AREA CEMENT WEDGE SAND BED NATURAL GRADE OR COMPACTED FILL MAX. SLOPE 1 : 1 NO SCALE POOL WALL PAYER DETAIL NO SCALE 42*111. 14444 IN 2'D$11 11 IN 3 4" COND. OrgrA BRICK PAVERS TIMER 16V TRANSFORMER JUNCTION BOX (TYP) HYDROSTATIC RELI VALVE SET IN WASHED ROCK BED EQUIPMENT ISOMETRIC NO SCALE RE CEPTALCE BOX RECIRCULATION PUMP 2 HP, 15 GPM AT 60' TON SELF PRIMING RIDGED METAL CONDU I T ill ANTI VORTEX MAINDRAIN 1001.11 RECEPTACLE E3OX Dr -TAIL NC' BCn;LC "3 BARB A r 10 " CENTERS 1 6 " "3 BARS AT 10 " CENTERS 2 HP RECIRC. PUMP PUMP HEAT ELECTRIC RISER NO SCALE 3' 3 "3 a 10 " CENTERS 84R SPLICE WALL SECTION NO SCALE 1- 2P -20A NOTE: POOL PANEL LOCATED IN IMMEDIATE VICINITY OF EQUI PMENT. 1- 2P -40A ALL EQUIPMENT WITHIN VIEW. 1 -1P -154 "12 TI-IHN IN 1/2" COND. "8 11-11-IN IN 3 4" COND. NOTE: ALL PIPING SIZES 8140WN ON THE EQUIPMENT ISOMETRIC SHALL BE MANTANED TO FITTINGS. EXCEPTION: ALL INLETS MAY HAVE 1 PIPE WALL PENETRATIONS TO INLET FITTINGS AND DETAILS ON TNIS SHEET SHOWING OTHER SIZES. NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR BLAB STEEL IS BENT INTO WALL. WATER LEVEL \ WEIR CERAMIC TILE THROAT POOL WALL NOTE: PROVIDE .8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK 16 NOT PROVIDED, PROVIDE A'8 BARE COPPER BONDI WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB 18 PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE 5 RENFORC- ING BAR N THE PERIMETER SLAB FOOTNG. A 60ND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. ELECTRICAL NOTES: 1. ALL POOL ELECTRICAL WORK SHALL 6E ACCOMPLISHED N COMPLIANCE WITH FLORIDA BUILDING CODE 2. ALL ELECTRICAL GROUNDNG AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL 6E LOCATED WITNN 100' OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK A REVISED DRAWNG SHALL BE SUB- MITTED AND APPROVED SNAOWING EXPECTED AS GUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE ENCLOSED IN A WEATHER°ROGG CONTANER ALL PUMPS, HEATERS, PIPNG AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXF08URE TO THE ELEMENTS. ADJUSTABLE LID i SKIMMER DETAIL NO SCALE CONCRETE BASKET (MIN 15 SQ-IN.) SUCTION LINE NOTE: BASED ON IAFORMATION PROVIDED N16 OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. POOL DATA: PLUMBING NOTES: 3 41'x2" BULLNOBE TILE SE NOSING "3 BARB AT 10" C/C VERTICAL AND HORIZONTAL SEE POOL SECTION FOR FLOOR BLAB RE INFORCING SWIMOUT SECTION NO SCAL HYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN 6.1 FEET THEN THE FLOOR BLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. • ALLOWS FOR WALL SKIN FRICTION OF 30 PSF AND THICKNE88 OF BLAB 1. ALL POOL AND EQUIPMENT PIP SHALL BE SCHEDULE 40, P'vC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXI11,1114'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION P ;,HALL BE 2" DIAMETER AND ALL Vi" PRESSURE PIPING 1 DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE N ACCORDANCE WITH LOCAL 6UILIDING DEPARTMENT REQUIREMENTS. 4. ANTI voRTEX MAINDRANS EHALL. HAVE ITS PLATE SECURELY FA81E:NED WITH TAMPERPROCV SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED N ACCORDANCE WITH THE FLORIDA BUILDING CODE- PLU116NG SECTION 30'3 AS IT PER - TANS TO ScUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION pIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGH? ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPNG SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. SOLID CONCRETE ADDITIONAL REINFORCEMENT NOT REQUIRE') 35 � 3.0 Z> n 25 2.0 X 15 BULLNOSE TILE (OPTIONAL ) 18" 12" 12" 6" 9" 10" 12" 14" 16" 18" SLAB THICKNESS LOAD CALCULATIONS SUJIMOUT SECTION (ALTERNATE) NO SCALE 10 10 10 1 0 3 /4 "x2" BULLNOBE TILE BEAT NOSING "3 OARS AT 10" C/C VERTICAL AND HORIZONTAL / 2" /2" STEP SECT I ON NO SCALE SEE POOL SECTION FOR FLOOR BLAB REINFORCING TEE SAME SIZE AS PUMP BUCT I ON \ � \\/.1 lei =" HYDROSTATIC REL TUBE. ONLY ONE REQUIRED NO SCALE POOL SAFETY DEVICE1J: AS PER THE FLORIDA 3UILD'NG :OC° 1 POt4. AND /OR SPA SHALL BE PROTECTED (AT THE OWNERS erC E1vSEPW Il1AuT1-;,ORIZED AQCCES6 IN ACCORDANCE WITH ONE OF THE FOLLOWNG: 1 A PERIMETER FENC'= 8141.L BE LocATFD AROUND THE POOL. UTILIZING A PART OF THE HOUSE AS A AR"21E R T141311ETNCD, AT TI-',E ()LINER'S EXPENSE, SHALL REQUIRE COMPLIANCE WIT,4 ARTICLE 4V2J1 OF 1HE FLC/A4DA BUILDING CODE. ACCESS THROUGH THE BAkRIEr2 SHALL 13E THROUGH SELF CLOSING, SELF LATCHING GATES COMF'LYNG WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER ALL DOORS AND WINDOWS WITH DIIECT . 'SC:E58 TO THE POOL SHALL BE EQUIPPED WITH AN EXIT AL.'4f21 C Y1 LUI UL 2011 THAT 14A8 A MINIMUM SOUND PRESPi'RE N'A'' Inks (.F A AT 10 FEET AND 18 EITHER HARD WIRED OR OF THE PLUG -N TYPE THE EXIT ALAN'? SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF 6ENG HEARD THROUGHOUT THE HOUSE DURING NOf1AL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTNATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 5 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 NCI-ES ABOVE THE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF T1-E POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER THE NET OR COVER SHALL BE N COMPLIANCE WITH ASTM F1346 -91. 3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MNIMUM OF 48 NCNE8 N HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE WATER FROM ALL. DIRECTIONS. THE SAFETY FENCE SHALL 6E PERMANENTLY INSTALLED AT CNE END WHICH CAN ONLY 6E REMOVED BY TOOLS. 4. A COMIBNAT1ON OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS NSTALLED N COMPLIANCE WITH ITEM 3 ABOVE STRUCTURAL NOTES: I. ALL POOL CONCRETE SHALL DEVELOP A MNIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P81. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60000 PSI. 3. ALL DECK CONCRETE (WHEN NSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE S I t4kNGTN OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING SPLICES SHALL 6E 18" IN LENGTH UNLESS OTHERWISE NOICATED ON THESE PLANS. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL 6E NOTIFIED. NOTE: 1408E 6188 WNAGJUM BREAKER REQUIRED PROTECTION OF WATER SUPPLY TO COMPLY WITH FBC 4242.6.65 4 4242.9 DISPOSAL TO COMPLY WITH FOC 4242.10 COVERS REQUIRED, PLANS TO COMPLY WITH P..ORIDA ENERGY CODE 61'.1 abc 2.32 WATER HEATING EQUIPMENT TO COMPLY WITH F.B.C. 4242.14 SWIMMING POOL- WATER HEATING EQUIPMENT SHALL COd1 TO THE DESIGN, CONSTRUCTION AND NSTALLATION REQUIREMENTS N ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES AND SHALL BEAR THE LABEL OF RECOGNIZED TESTING AGENCY, AND SHALL INCLUDE A CONSIDERATION OF COMBUSTION AIR VENTNG AND GAS 6UPPLY REQUIREMENTS FOR WATER HEATERS CONNECTIONS, ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER PER FB.C. 4242.14A BOND WIRE TO POOL STEEL NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. CLAMP TO BE ENCASED IN DECK BLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP Ai 1 4t /!, J . � ,. /1/47//v/ ` c� i)" NON METAL lc CONDUIT TO JUNCTION BOX 2"3 BARB ACROSS NICHE POOL WALL STEEL 5 TC OF I.' WEB COPING, YARD OR DECK, WHICHEVER 18 HIGHER \r= N I" DETAIL LIGHT BOUY UNDERWATER LIGHT DETAIL NO SCALE VENT LINE LENGTHS: 1 HP OR LESS PUMP • 30 FEET I1/2 HP PUMP • 40 FEET 2 HP PUMP • 55 FEET 21/2 HP OR LARGER • 14 FEET VENT LINES DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LESS AT A MAX VACUUM OF 45" Hg PROVIDE SCRE MESH AT JOINT NO SCALE 2 `t- 2 vJ 414;14:k 1 h x "2i/rqcER P.E. OV 4, 2004 DATE