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550 NE 94 St (12)• S,0 rit.,.11a7v1 OL �..X 1 a5.4.tt 'f.' 9, S2s Roos f . r, AAE °a►P g 3; Itf eAp-N ►JC.. } # fELr 'J OEP, OO JL,tfO ; ,, CEm. 1 : {1iac. T« -- OPEN T r-,X Tj r. e- fi ".' Comte, rf,00€ . > )(pc"J5s.9 cii .:: ►°- "tjr+J.: ., .+ t u r„? t) JTUCco or 1 PEP OE,UC E Fo:p. MP. ! MRJ. 44POL0. ,t «/4,111 !JQPEJ I , ,. , * ' - .t • - , , I -------.........,. ,. . ' ' - ' • -- , •1" '','" . ..1 4 _....;. "JF .,., .." * - - ' . . ■ • . 'i „ .,- 1 • .* ''• I , t 1 : . .• i','' 7 1,•"i• '. ". . ••„,, . ., . • .i.` ; z • 4. ,:A.. " . . 4 .4....,.,...; '-''' ' . 4 : ,. 1 ilk ' ''. . ' 4144 f'. i . .- ' ..., ....". •,,, ...... ,,,..:•"t .• -• . - ' ,i0,, '"....!..% -.,.. - .-.. - • 4; l'''.4 ''- • -,■4 , ,, -........ A' ,•:;,..t: ''ir ., , t' .... '-i - : ::' 1 1 - ,'• ',14 ,, e- -4:. . - !!''' - fr ' - - , • 4.-.714•1'.4.- .0- : '‘XaL,.5gc•4 • ro -, • '' '' VAU:c CAV , 4 1 .4: : -----'''' : ''",-- .• *-- " -- ' 4. 1 ' " . "7 4'' ' .. "'"`" - H-l . : . ' 5:.f il: . ,. .r ?''', ', . 4.' ' 11/44 : - It./. ,,. .. i - ' IV 04 ' fk I V 4" *- 1/iVf:AkVZ; ti 1 4W.-4 1 "W 5Vf I ti5f),)/ • GENERAL 1 1 V TE CODE REQUIREMENTS - Private swimming pool and spas shall comply with chapter 424.a Florida Building Code, 2002. Mechanical Requirements - All piping, equipment and ,natertale used in the plumbing system of swimming pools (Spas) that are built in place shall conform to the Florida Building Code, Plumbing. (42423). All piping materials shall be installed in strict accordance with the manufacturer's installation standards. Compliance - All materials, piping, values, equipment or appliances entering into the construction of swimming pools (Spas) or portions thereof shall be of a type complying with the code or of a type recommended and approved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on ground residential pools± and NSPI -5," Standard for residential swimming poolat published by the National Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa auction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANS /ASME A112.1913M, "Suction Fittings for Use in Swimming Pools, Spas, Not Tuba, and Whirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa if the auction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, sudi as an automatic cleaning system, is a vacuum cleaner system which has a single auction inlet, or multiple suction inlets which can be isolated by valves, then each suction inlet shall protect against user entrapment by either an approved antivortex cover, 12" X 12" grate or larger, or other approved means. In addition, all pools and spas shall be required to have a backup system which 'shall provide vacuum relief should grate covers be missing. Alternate vacuum relief devices shall include either: 1. Approved Vacuum Release System 2. Approved Vent Piping 3. Other Approved Devices or Means Suction Inlet Per Pump: A minimum of two auction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planest 1.e., on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the pump. Cleaner Fittings: Where provided, the vacuum or pressure cleaner fttting(a) shall be located in an accessible position at least 6 inches and not greater than 12 inches below the minimum operating water level or as an attacl -ment to the akimmer(s). Valve - Valves shall be made of materials that are approved in the Florida Building code, Plumbing. Valves located under concrete slabs shall be set in a pit having a least dimension of five pipe diameters, minimum 10 inches, fitted with a suitable cover. Waste Water Disposal - Direct or indirect connections cannot be made to existing facilities without the prior approval of the administrative authority. Tests - All pool piping shall be inspected and approved before cover or concealment. It shall be tested and proved tight under a static water or air pressure test of not less than 35 psi for 15 minutes. Water I- 4eating Equipment - 5wimmtng pool water heating equipment shall conform to the design, construction and installation requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of' combustion air, venting and gas eupply requirements for water heaters. it must contain a thermostatic or high - pressure control switch so the pool water does not exceed 104 degrees F. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas. Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 424.2.11.1 through 424.2.11.3 J01+111. LICENNI • • • • • • \\ JR P8 • • s•..CJ ■, • • • • • • • • v • • • • • • ••• V v u • • • • • • • • • Y • v • • • • • • • V v • • NAME: SINGER ADRESS: 550 NE 94TH STREET CITY /STATE: MIAMI SHORES,FL LOT 6/7 BLOCK 56 • • • Ladders and Steps - All pools shall be provided with a ladder or steps in the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, Matra or underwater benches / swim outs in the deep end. Filters - The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or leas. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Skimmers - Skimmers shall be installed on the basis of one per 1000 SF of surface area or fraction thereof. Hydrostatic Relief Device - In areas of anticipated water table an approved hydrostatic relief device shall be installed. Exception is plastic liner pools. Concrete / Steel - All floors 4 walls of pool to be pneumatically applied concrete with a min 25 day compressive strength of 2500 psi. All reinforcing steel to conform to A.S.TM 615 grade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 per sage bearing capacity after excavation and compaction. Should any muck, marl, or other organic soils be discovered on excavation. They should be removed In their entirety. This pool requires 1500 pat' bearing capacity. Pool Staking - This design engineer assumes no responsibility For pool construction in easements or required setback areas. Plot plans not prepared from legal surveys of the existing lot and residence are so indicated. The pool contractor shall verify all dimensions in the field and establish lot lines. The pool contractor shall establish locations of all utilities at the site. Min. clearance dimensions shall be held as required by the local regulatory agency. in general, hold a distance of 10 feet from overhead electric lines to open pool water. Existing Structures - The pool contractor shall always take all precautions to protect existing structures from failure by sheeting and /or shoring or other methods the design engineer accepts no responsibility for the Safety of existing structures. Backfill - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Backfill shall be accomplished with clean sands, Pew or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 % of the soils maximum density. A professional engineer will develop soil placement. Warning - To empty pool after constructtQn,LLfQr_repairs or any other reason, the hydrostatic uplift pressures beneath the pool rnt t be eliminated to prevent the pool from floating upward. The owner must consult a pool contractor or pool repair contractor experienced in eliminating uplift pressures. Diving - No diving board and no diving is allowed on any pool less than 8'0" deep and specifically designed for diving. This pool is not designed for diving unless specifically Stated on the site plan. Horner Plans - Thia plan remains the property of Horner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permtaeton of Horner Consulting Engineers, Inc. HCE #02- 1335 -02 JOB# DR YdN BY :MSW DATE:01/25/02 PAGE 4 OF 4 PAGE 36 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION 2 COUNTY: MIAMI -DADE CHARLES W. YOCOM F 11 0 . ! III O Z W Z O 0 O to co K) 4 40 J m W J W Q U � W Q ce W Q J W Z Z W Q Z O ce W J Z Z O W U • O W n- Z u, c u, O N • u) 4 t Nov • ••• ;" - - • Q 411".)' J 4 • . I . 4,; •• — • VIR-4 • ' • 11 . • • - r • !auz $s 1 7 1 : 1.7 •••,- • 1 41 •AAf,•1: • • Za-;„lef iif .1-i1;11 14'1 Y.19.001.313.104 .11) • Js 2 00 A m p. M ET . ;4 0) /r .. t` p A r •P fA? 0,' /9 / 3 /7 Lira /G /5 /4' tr /3 N ,i tI 5 I �,� /O // /2 ' // 1. 5 LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE ArC .... AIR CONDITIONING C CALCULATED C.B CATCH BASIN CL ...CLEAR C/L ....CENTER LINE ENC . ENCROACHMENT P.0 POINT OF CURVATURE FIP . .. FOUND IRON PIPE P.O.B POINT OF BEGINNING O.H.... OVER HANG W.M WATER METER P.B... , PLAT BOOK M MEASURED P1.. —PROPERTY LINE CONC .. CONCRETE UP ... UTILITY POLE F.D FOUND CERTIFY TO: Deanna Singer Leonard Teper Cabeza & Associates, P.A. Attorneys' Title Insurance FLnd, Inc. A B N Amro Mortgage Group, Inc., Its Successors And /Or Assigns LEGAL DESCRIPTION: Lot: 6 &EAST 1/2 OF LOT7 Block: 56 Subdivision: Miami Shores Section Two According to the Plat thereof as recorded in Plat Book: 10 Page: 36 Public Records of MIAMI -DADE ADDRESS: 550 NE 94 STREET MIAMI SHORES, FL 33138 2 Encroachments Noted: LOCATION SKETCH SCALE: /1/, .95 sT L 11`' �i E 94'/4 sT NOTES: 275, oo (Ai) A) All Clearances and /or encroachments shown hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. B) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown in the certification. Any other intended use will require written approval from the certifying surveyor or firm. C) Code restriction and title search are not reflected on this survey. D) The flood information shown hereon dos not imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said mtonrauon. E) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or 'natters of title are made or Implied. F) Underground Encroachments, if any, not located. I hereby certify that the survey represented hereon meets the minimum technical stan- dards set forth by the Board of Land Surveyor* in c rapier 151,517 .6 Florida Administrative Code pur pt ro SectIcn 'eco22TA: IUtes. J05. A. E' P..S' M. #4858 SIA OF FLORIDA NCT VALID UNLESS IW'frINTED WITH AN EMPOSCED SURVEYORS'S SEAL NOTES: 1 IF SHOWN, BEARING ARE TO AN ASSUMED MEPSDIAN ;BY PLAT). 2 IF SHOWN. ELEVATIONS .ARE REFERRED N.G.V. D 1929. 3 THIS I5 A BC'JNCARY SURVEY. CBS.., CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY LINE P.C.C. , . POINT OF COMPOUND CURVE P.o.C... POINT OF COMMENCEMENT BLDG .. BUILDING CHORD DISTANCE C.H D.E..... DRAINAGE EASEMENT F.H FIRE HYDRANT R RADIUS County, Florida. !'ATIOCA'. ^ ,EO"?ETIC Vt PR(...'(`IYT O° RE_rEfLrE CURt1T _ RAD ... RADIAL R'W . , .RIGHT OF WAY srC... SECTIOW S'R...SCREEN ^D 3 ....SET IION PIP. SWK ...SIDEWALK U.E..... UTILITY EASEMENT - 9 dS�O, 2// /X;7//7;. 75: (70 • JM t '2- • v, /Z/A0% / /2 - y e 9f /c-47 3 /.;/U- S l /e <n F /0CP 3g vo- // /Q . ' ( 2 55 FLOOD ZONE: X H TH 5 I5 A FLOOD ARD ZONE ✓✓ THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO. :. 93/J COMMUNITY #: 120652 DATE OF FIRM: 07/17/1995 BASE FLOOD: N/A FINISH FLOOR: N/A LOWEST N/A ADJ GRADE 2 /O• /4 9 442. 37- m 02' ie:7f--ez/z/),d 5" ,..5 DATE FIELD WORK 05/17/2001 //' Are' SCALE ' SURVEY NO. 01 -2012 Sheet 1 of 1 990 N. �. 94fh ST 6- . THOMAS J. KELLY, INC. /2 o22f L.B. #6486 SURVEYORS- MAPPERS -LAND PLANNERS 333 PALERMO AVENUE CORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DADE FAX (954) 779 -3260 BRWD FAX QPPWPS (cut 0? !. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET t0 A MAXIMUM OF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A BACKUP TO PROVIDE SUCTION RELIEF SHOULD ENtRAPPMENT OCCUR 3. POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME A112.19.SM 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT BE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL BE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL. 1. THE VENT LINE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAIN DRAIN LINE. S. VENT OPENING MUST BE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE 2) 90• BEND U 90• BEND POOL I" VENT LINE I" VENT LINE I I SAFETY VACUUM RELEASE SYSTEM (SVRS) —2" SU MAIN Q 2" SUCTION MAIN DRAIN BRACE SHEATHING t0 CONC. SLABW /2 "X4 "X 4' LONG WOOD AT 24" O.C. ATTACHED TO SLAB W/ ONE 1/2" DIA. WEDGE ANCHOR POOL EXCAVATION POOL WALL 2"X4" BRACC AT 24" O.G. EXISTING ROOF EXISTING COLUMN 0 / FLOOR CONNECT BRACES W/3 12d COMMON NAILS SHEATHING 3/4" X 4' X S' PLYWOOD 2"X4" WD PLATE IF EXCAVATION IS WITHIN 12" OF FOOTER FOR COVERED PATIO COLUMN, PROVIDE ROOF SHORING AS SHOWN TO REDUCE LOAD ON COLUMN NOTE : SHEATI -4ING AND SHORING DETAIL • SHEATHING WILL BE REQUIRED BETWEEN TI-4E EXISTING SCREENED PORCH AND PROPOSED POOL. SHEATHING SHALL REMAIN UNTIL THE CONCRETE ATTAINS INITIAL STRENGTH AND THE AREA IS BACKFILLED. • ABOVE REQUIREMENTS ARE MINIMUM AND ACTUAL SHEETING DESIGN SHOULD BE DETERMINED N THE FIELD IN ACCORDANCE WITH SITE CONDITIONS. • A TEMPORARY GUTTER IS RECOMMENDED UNTIL AREA IS BACKFILLED. • IF ANY UNDERMINING OF EXISTING SLAB OCCURS PRIOR TO PLACEMENT OF SHEATHING, FLASH EMBANKMENT WITH SHOTCRETE. NTS NAME: SINGER ADRESS: 550 NE 94TH STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -02 JOB# DRAWN BY:MSW DATE:01 /25/02 PAGE 3 OF 4 J01-ML e i J PE. LOT 6/7 BLOCK 56 PAGE 36 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION 2 COUNTY: MIAMI -DADE CHARLES W. YOCOM C D 1 O 0 1 4 0 N I h N ID 4 • In 0 .. Z � Z W Z X -� .L u. 0_ V Z t N�y Li. W W 0 Z W 0 Z 1-- J Z 0 U W Z 0 t J W J LL W 0 J J �L. 0 W Z W 0 0_ ID N ID A 9� \ � y5 3 � ' ��! ( Z) � ,� \ .J D ( PIPING SCHEMATIC 2 tee N.T.S. tG - PRESSURE GAUGE AND AIR RELIEF VALVE IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. 28' 18' 11' SLOPE (TYP.) MAX, t :1 MAXIMUM SLOPE 6' WATER LINE --! MAIN DRAIN LONGITUDINAL POOL SECTION N.T.S. 11' SLOPE (TYP.) MAX. CONTRASTING TILE e EDGES 12" 12" 24" ["3 e 12"0.C. EA WAY (SEE TYPICAL WALL SECTION) L 11" MAX. RISER I- +EIGHT MUST BE UNIFORf -1 2. f2 "TOTAL TOLLERANCE FROM UNIFORM RISER HT. 3. 240 SQ.IN MIN.AREA OF FIRST STEP DETAIL OP STEPS N.T.S. 1- 1YDRO6TATIC VALVE 11/2" WELL POINT ANTIVORTEX GRATE TO BE FASTENED WITH SCREWS - ROCK BED WELL POINT DETAIL NT W/P J.B. 3/4" PVC COND. 1 #8 SOLID COPPER BOND WIRE TO TERMINATE ON POOL DECK PREFAB. LIGHT NICHE LIGHT NICHE DETAIL WP MANUAL STARTER SWITCH (TYP) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER a f 48" MIN. fa 1i1 $" MrN. 2 1 (I) SAM LIGHT WI LOW WATER CUT OFF DEVICE POOL DECK JUNCT. BOXES SPST TOGGLE 'WITCH 12V TRANS. I" NON - CORROSIVE COND. 3 12 IN 1/2" COND. ELECTRICAL DIAGRAM PUMP MOTOR IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ "8 WIRE NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. 2 -"3 CONT. COPING TILE TEL LINE 10 MIN VERTICAL 2' -3" SHALLOW END 3' -0" DEEP END APPROVED FINISH 6" F MIN. INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL SLOPE 2" COVER (CENTER) 10" TOP t I1" BOTTOM W/ #3 At 10" O.C. EACH WAY. STEELTEx FORM, KRAFTBOARD OR EQUIV. #3 AT 10" O.C. E.W. BOTT. CENTERED TYPICAL WALL SECTION ( FOR DEPTHS TO 6' -0" ) N.T.S. HANDHOLD DETAIL N. LOCATE T.S. WATERLINE NOTE: PROVIDE A HAND HOLD NO MORE THAN 9" ABOVE THE NORMAL WATER LEVEL. • A 10' 4' SHEER DESCENT RAISED BEAM DETAIL NOTE: +'3 * 6" O.C. REQUIRED. N.T.S. B DECK • I 1 4" SHEER DESCENT mi tts. SPILL DETAIL NOTE: NO 90 ELBOWS ON SUCTION PIPING PIPING: PER SP.B.0 5005.3(bX6) POOL FILL HOSE BIBB SHALL HAVE VACUUM BREAKER PER 8F.B.C. 50042 (b) POOL EQUIPMENT SHALL COMPLY WITH 3F.B.C. 2309.6 (aXb) 1onin Aj provrd Y O oI eft C(osuty re ? cI. 1 • L EGA -L SC I PT I ON LOT: 6/1 'Lk - X SUBDIVISION: MIAMI SHORES SECTION 2 PLAT BOOK: 10 PG: 36 PUBLIC RECORD OTI 15.00' 15.00' I STORY BUILDING I STORY RESIDENCE N.E. 94T1-1 STREET NAME: SINGER ADRESS: 550 NE 94TH STREET CITY /STATE: MIAMI SHORES,FL HCE #02- 1335 -02 DRAWN BY:MSW DATE :01 /25/02 SITE L_ M JOB# SCALE: 1" = 20' PAGE 2 OF 4 LOT 6/7 BLOCK 56 PAGE 36 BOOK 10 SUBDIVISION: MIAMI SHORES SECTION 2 COUNTY: MIAMI -DADE CHARLES W. YOCOM 0 0 V + 4 co 4 0 N I N N N N 0 0 11) O .. Z W Z X O Q = IL 0_ O to t o to J W J Z � rnw Q V / J W Z • ✓ IL Z W p V Z F .. W J Z (0 z O ✓ � O W 0- Z Lo O I\ I in e 15" RAISED BEAM W/ 4' SHEER DESCENT 10' -6" EXISTING 4' CHAIN LINK FENCE 01 11' -4" 1 - 1" } MD 13' NOTE: LANDSCAPE SCREEN PER CODE. 6' -5" 1 II' 25' LONG 11' CLEANING LINE wi vAC -LOCK NOTE: LAYOUT OF POOL AND HOUSE DRAWN BY SUBMITTAL OF SURVEY FROM THE POOL CONTRACTOR HORNER 18 NOT RESPONSIBLE FOR ANY DISCREPANCIES DUE TO ANY ILLEGIBLE DIMENSIONS. 1 STORY NOTE: *3 a 6" O.C. REQUIRED WITHIN 5' OF I -LOUSE OR COLUMN. 2' 1 STORY E S 1 ENCE 14' -5" 10' -S" EXISTING CBS WALL EXISTING CAR PORCH POOL PL AN SCALE: 1/4" • 1' -0" NORTN • • • • •• POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL UGHT: POOL HEATER TYPE: POOL HEATER SIZE: CLEANING LINE: CLEANING SYSTEM: CHLORINATOR: 1 1.3 HP 1 1150 SF CART. 3 1 1 -SAM 1 N/A 1 N/A 1 VAC 1 N/A 1 N/A COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: 1 10'X28' 1 1 74 L 1 1 8.078 1 T.B.S. 6" NIA NO NO N/A N/A N/A N/A NAME: SINGER ADRESS: 550 NE 94TH STREET CITY /STATE: MIAMI SHORES,FL LOT 6/7 BLOCK 56 SPECIFICATIONS EXISTING 5' CHAIN LINK FENCE POOL DEPTH: POOL AREA SQ. FT.: TURNOVER RATE HCE# 02- 1335 -02 JOB# 13' TO 4' -11 "1 1 270 SF 1 11.68 HRS 1 AUXILLIARY POOL EQUIPMENT AUX. POOL PERIMETER AUXILLIARY PUMP: AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: RAISED: STEP(S): BLOWER: TURNOVER RATE: POOL FINISH ITEMS HANDHOLDS: INTERIOR FINISH: DECK S.F.: CAPPING S.F.: DECK TYPE: WATER FEATURES FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: SUBDIVISION: MIAMI SHORES SECTION 2 COUNTY: MIAMI -DADE 1 N/A 1 N/A NIA N/A N/A NIA N/A N/A N/A N/A 1 YES 1 1 D -BRITE 1 1 504 SF 1 1 N/A 1 1 PAVER 1 !NO 1 1 YES 4' 1 1 N/A 1 1 N/A 1 LIGHT FEATURES FIBER OPTIC SPOT(S): 1N /A 1 REMOTE : 1 NO 1 COLOR WHEEL PERIMETER LIGHTS: IN /A 1 UGHT SWITCH: 1YES 1 # OF COLORS: ADDITIONAL FEATURES, POOL ENCLOSURE: ©jl GLASS BLOCK TYPE: FOOTERS L.F.: WAN GLASS ROWS HT: DECO -O- DRAIN: imam GLASS ROWS WDTH. PILING POOL: 1 11 NO 1 1 OF GLASS BLOCKS. 1 N/A 1 1 N/A 1 NUM. 1 N/A 1 1 N/A 1 1 N/A 1 DRAfN\BY:MSW/ DATE:01 /25/02 PAGE 1 OF 4 PAGE 36 BOOK 10 CHARLES W. YOCOM O to to co to co j 4 m w J w Q U w u w Q LL Q w w Z • 0 Z w o Q Z � w J J Z O w U � L.L. O ^ L11 Li.. NN u, �i. u, O N 11) � { « . 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Okra: ORAWN EY REVISED • TICHNICAL IMAOB PRODUCTS jr NEW LOCATION OF SEPTIC AND DRAINFIELD NEW CONCRETE PA ERS ' 1 WL D ~ ~ ~ tafe N.E. 75.00 75.00 EXISTING ASPHALT DRIVE }� REET 1-S • • • • • • . • • • • •44 J J • • • • • • s • • • • • • • • • • a• • • • • • • • • • • • • _4• ••• •• • • • • • • • GAL I)ESCIIPT1N 6 AND THE ;BAST ONE HALF OF LOT 7 C K 56 OF MIAMI SHORES SEC 2 WOK 10 PAGE 37, JJEMOLmoN A. DEMOLISH EXISTING STING COVERED PATIO. 0 B. DEMOLISH EXISTING WALL AND GATE. REMOVE .ROD IRON AND ERECT A g ! -p CBS WALL WITH WOOD GATE. RELOCATE SEPTIC AND DRAINFIELD SEE SITE PLAN. ‘;.(' U CARPORT TO REMAIN RELOCATE SEPTIC AND DRAINFIELD N D. SINGER AND L, TEPER SCALE: APPROVED Sy: 550 NE 94st. MIAMI SHORES OMWIN1 NIMSEA 1 f1 THCHN)CAL IMAOH PRODUCTS MARBLE II 1rl�11 EA KITCHEN I'Li1N pDRYWA L L' j 'i " i. 35 I� 1 %I d E LEVATI 0 N GLASS DRYWALL rr 1 1 1 11 1 ' 1 1 1 1 1 1 55 %1 1 • • • • • • PANEL ELEVATI() N J • J • • J • • • • • ••• •• • • • • • • • • • . • • - • • • • • • • J J • J • • J J • J DRAWING NU11lIR 5 OF 5 21 g le' l DRYWA LL • • • 23 Ci li 11 3 '9 _ r • • 23 5 ! $ 1 !ti 'VI IELEVATI ON 23 fib 3(0 % h1 ,y11 EL E IS SS kt ` `` N -,,,s1`Ni ) o / ' � , / 4• // l Pq SCALE: OATS: D. SINGER AND L. TEPER AfTROVBO SY; C ‘ `MI TCHELL P 50 E94 st „IA 1 S ORES DRAWN SY RSVI$IO T•CHN)CAL11 PFIODUCIII EXIST. POOL HOUSE L R P 12x16 CONC FOUNDATION VV/ 2* 5 EXIST. RES. 11 A N SCALE 114 a • • • • • • • - '4 0 • a • • 0 g • • WEST E GENERAL.. STRUCTURAL. NOT5f ALLOWABLE SOIL BEARM PRES5UREs A. FOOTINGS DEMC.INED TO BEAR ON UNDISTURBED NATURAL eAND OR ROCK OF A MINIMUM SAFE BEARING CAPACITY OP 1,000 P50 A6 PER VISUAL INSPECTION OF THE 6ITE. 601L 16 NATURAL ROCK MO OAND.WITH A 5APE LOAD BEARING CAPACITY Gis 3000 PM AT t1 MIN. ELOW GRADE. B. IF SUITABLE BEARING CAMOT E.E OBTAINED, CONTRACTOR WALL MOTIF ARCHITECT BEFORE FROCEED1h WITH FOUNDATION WORK 1. CONCRETE TO ATTAIN A MINIMUM COM19RE561VE 61RENGTH AT 25 DAYS 46 FaLal.16: FOOTINGS MD GRADE BEAMes 3,000 P61 51.485 ON GRADE, 3,000 P61 4LL OTHER 4000 P61 .AGGREGAT13 TO 13E CLEAN islir> WELL GRADED MAXtMU1 SIZE I'. CONCRETE 6LUMP 3' MINIMUM TO 5' MAXIMUM. 3. CONCRETE COVER TO 6E AS FOLLOW: BOTTOM TOP SIDES F007ING5 3' 1' 2' BEAMS 1t12• 11f2' 1112' COLUMNS .. ... I I/1' 11L46 1' 1' I' 11446 .- • - 1 la ' E vATI N A-A 3 6 SCALE -1 •••■0-••• 11 11 12 x/ CONC FIG W 2- CONT. 8 CONC BLOCK WALL W/** 9 HORI REINF co , unammersmasursatesz4a.0.0...vs- @CALI: OATS: 8 x ra CONC CAP W o-* 5 BARS t i 0 0 IMONIMBIlmomant g■••■•gallownwawl 11 e 1 it at Ile 1110110 _MO11111160 IiI II i. CN MolbflOVIID IVi WAL L SECTION A SCALE 3 4" D SINGER AND L TEPER ORA14/4111/ C MITCHELL PEjArdisso 550 NE 94st MIAMI SHORES OnAWINO NUMBS* 4 OF 5 SCOPE OF WORK FOR POOL HOUSE INSTALL NEW TOILEL NEW SINK AND CABNET INSIDE EXISTING BATHROOM REPLACE EXISTING WALL UNIT A/C UNIT WITH NEW AND MORE IFCIENT UNIT. OUT LET FOR A/C UNIT IS EXISTING. ERECT A NEW LENIN CLOSET SEE FLOOR PLAN FOR LOCATION. OUTDOOR NEW POOL SHOWER FOR RINSING EXIST BATH WITH NEW FIXTURES TECHNICAL IMAUS PRODUCTS 3i. sho Qv we REMOVE 16 FEET OF EXISTING CBS WALL TO INSTALL TWO SETS OF SLIDING GLASS DOORS. SEE FLOOR PLAN FOR STRUCTURAL REINFORCEMENT. . EAST AND WEST SIDE OF ROOF LINE TO MATCH NORTH AND SOUTH OVER HANG 1'- 0" SEE ROOF FRAMING PLAN FOR DETAILS. BLOCK UP EXISTING BATHROOM WINDOW AND INSTALL EXAUST FAN FOR VETILATION. SEE FLOOR PLAN FOR LOCATION. LUM13IN,G P LC \N 31 NEW POCKET DOOR 30'X72" 11 REPLACE EXIST OLD A C UNIT XIST '00L HOUSE l_ II 18 -0 FLOOR PLAN ROOF TRUSSE •24" O.C,_, • . • • J i . i i • _ 4 • . 4 • • • • . • :. _ • . - . - • • ••• ••. •. • • .. • • • • • 2 2X4 BOTTOM cwORO LATERAL 15RACING 6' - O.C. W/ (1)16c1. NAILS AT EACH TRUSS 4 RESTRAINEC AT 2O' -O" INTERVALS AS PER 5PX3.C. BROWARD EDITION 2906.11 le) (4). II� MI55ED STRAP DETAIL SEMCO RTPGAS16 8 -16d NAIL, (3) HILTI, SHOTS • 2" O.C. PN 3'1 P8 .145" X t'a " UPLIFT 3 146 A —A 19/32" MIN. COX EXTERIOR PLYWOOD SWEATING (TYP)MTHV8x2 1/2 NAILS+ AT 4" C/c (EDGES) 6" c/ (13ALANCE) MTL. SEAT AND STRAP AT EA. TRUSS (SEE ROOF PLAN) f i i ) T. OF E3EAM APP. (BEE PLAN) 2X8 FASCIA OVER 2X6. SUB FASCIA CONCRETE TIE BEAM 2 *'5 TOP 4 BOTTOM TIE BEAM TIE BEAM 8'x 12" CONCRETE COLUMN W/4 #5 VERTICLE BAR AND # 3 TIES @ 8" O.C. 42 "X42 "X 12 "DEEP CONCRETE PAD FOUNDTION WITH 4 #5 EACH WAY TWO ROLLS. EXITING.8' -12" OVER HEAD BEAM WITH 4 # 5 BARS CONT.2 -60 LONG # 5 BENT 30" EACH WAY. # 3 TIES a@ :12" OC. 1 #5 VERTICLE REINF. IN CONCRETE FILLED CELL ANCHORED INTO FOOTING AND TIE BEAM WITH STD :HOOKED. PROVIDE # 5 DOWELLS WITH 30" MIN LAP AND DRILLED /SET IN EPDXY GROUT 6" MIN INTO EXISTING FOOTING AND TILE BEAN. 12 NEW tpossosromostersemeomdg NORTH ELEVATION EXTEND OVERHANG in An% _ok gli OK AMR Y fl II —■, Ill I: a r it �� w imi•••••mummummunilme • • 11 I)O FI\MING LAN SCALE: DATE: NEW S.D D SINGER AND L TEPER APPROVED sY: C MITCHELL PE DRAWN SY IIIYISED 550 N.E. 94 s t MIAMI SHORES D RAWIN4 HUU$* 3 OF 5 0 Ln T*CIiNICAL IMAGO PRODUCTS NEW OPENING FOR SLIDING DOOR ADD 1 - #5 VERTICLE REINF. IN CONCRETE FILLED CELL AND PROVIDE # 5 DOWELLS WITH 30" LAP AND DRILLED/ SET IN EPDXY GROUT 6" MIN INTO EXISTING FTG. AND TIE BEAM. REMOVE 3'- 0 OF EXISTING LOW NONE SUPPORTING OVERHEAD BEAM. EXISTING VERIFIED 12 "X16" CONCRETE TIE BEAM WITH 4 # 5 STEEL BAR CONT. AND # 3 TIES @ 12" O.C. AND 2 # 5 BARS BENT AT CORNERS EXTENDING 30" EA WAY. REMOVE EXISTING 8 "X12" COL BENEATH EXISTING TIE BEAM. SEE COMENT # 1 FOR ADDITIONAL SUPPORT. NEW STEPS 6 - M EXIST MASTER EAR SHOWER 0 0 11111111111111111111111111111111111111111111 CLO CLO EXIST B`R 1 DEN CONVERTED INTO W.I. C -c� AP' A _ EXIST WALL TO BE '1 - ENCLOSED F.R EXIST LIV ROOM PATNPOOI" I FL.00R/1NCLQ6URE NOTES: DATH- 111544ROULR GLASS E31CtA.30.8 P USED ARE TO E Of TE FER ED GLA68 BATE43OCt1 FINISHED FLOOR SHALL ea OF Ir1PERY10U8 MATERIAL AS TILER SHOWER HEADS SHALL HAVE ANTI -SCALD DEYICE6. AU. /SAW/Val DOOR LOCKS SHALL SE DESIGNED TO FERIIT THE CfEN14 OF THE DOOR FROM THE OUTSIDE N CA6E OP M EMERGENCY FLA ROOM r FLOOR PLAN SCALE al 4 ▪ • • • • • : • • • • • •• GARAGE Pantry . ref f ��,, I j ' j 01 1 ' counter i ' 1 1 1 1 a EXIST DINING • a •a • • a ▪ r + • a a • • - a a • • • • , • • • • •• 00 0 EJ r 1 FASTEN W/ 1" '8" SCREWS AT EACH TRUS6 ' GIYPSUM BOARD GN EACH BIDE FASTEN W DN314 HELTt 13HOT13 • 16' oo. 4' WAN U.O. R ,4e STUCT. NOES 4' CONCRETE &LAO (SEE STRtSCTURAI, DWG(3) A TITXO �� IL II A -A ON EACH *OE OAF IN ERIOft DOORB� 1 WINDOWS GROUT SHALL HAVE A SLUMP OP 8' TO 11' 4 A F'c CV 3000P8l IN 28 DAYS 4 SHALL BE POURED IN MAX. LIFTS OF 4' REINF. STEEL SHALL COMPLY W/A6T11 613, GRADE 60 REINF. COVERING SHALL BE A8 FOLLOWS: SLAB 3/4' COLUMNS DEA 16 lt'z' FOOTING 3' MORTAR SHALL C fG141 TO THE STANDAR00EC6 FOR MORTAR OF MASONRY UNITS , A6111 0210. MORTAR USED MORTAR USED TO R30ND UNIT' MASONRY SHALL BE OF TYPE '6' ACCORDING TO THE SFBC 2102 .10 (0X2) LUMBER USED FOR JOIST, RAFTERS TRUSSES, COLUMNS BEAMS 4 OTHER STRICTURAI. MEMBERS SHALL 13E OP A STRESS GRADE NOT LESS THAN 1000 PSI NOMINAL EXTRIEME FUSER STRESS N OENDING Rai. USE ANY OP THE FOLLOW ING : NO. 2 SO. PINE, DOUGLAS FIR, HEM -FIR OR SPRUCE PINE FIR • ALL PLYWOOD TO ISE APA RATE() 61 u41 8 ea FT 4 A MN. DIMENSION IN Np MY DIRECTICN as 3'. INSTALL 0.V N t13/ PACE GRA B PEIW ICULAR TO RN.oOR/R SUPPORTS PLYWOOD AT RACF DIAGOIRAt' SW: ea AI'A RATED R=kTER10R GRADE PLYWOOD MIN SPY THICK WITH mile.' SPAN RATING NAILING SHALL BE 8d CG4IICH NAILS SPACED ill 6' O.C. • PANEL EDGER 4 6' OTC • INTERMEDIATE SUPPORTS. ALL WOOD IN DIRECT CONTACT W COVCRETE SHALL DE PRESSURE TREATED. 6ATHROOM PIED FLOOR SHALL SE Cf IMPERVIOUS MATERIAL (14. CERAMIC TILE) OPENIt4 O F DOOR LOCK OOR T� G 1T1E DESIGNED TO FEWIT t R I 8 CLOSET DOOR LATCH 61 ALL ISE OWN THAT CHILDREN CM Gf THE DOOR FROM T1-1E OUTSIDE IN AN EMERGENCY. STUDS INtJS'NiUGLAY SEC. NOTES: E ooRmooR LOCK es ALL LOCKS CN EXTERIOR DOORS SHALL BE CAPABLE OF R ES18TNG A FORCE OP 300 IBS APPLIED IN ANY MOVABLE DIRECTION AND OTHERWISE IN ACCORDANCE U/ THE R E I6TANCE 8TANDARD6 SET FORTH N SUt3 SECTION 36012 LOCKS ON EXTERIOR I OORB SHALL BE A MINIM' 1 OF 6000 P068IOLE KEY CHANGES OR LOCKING COMHINATICNS. THE KEY -N -11-1E -KNOB 16 USED, THEFT SHALL BE AUXILIARY SINGLE DEAD 130LT WITH HARDENED DOLTS/ OR INSERTS. EXTEPJOR EXIT DOOR IF OPERABLE FROM EXTERIOR SHALL HAVE AT LEAST CNE LOCI< THAT I8 KEY- OPERATED FROM THE EXTERIOR THE ACTIVE LEAF OF PAIm CF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SNGLE EXTERIOR OWING DOORS: THE INACTIVE LEAP OF PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCK WITH le' 11N2141 THROW 00L16 UV INSERTS DOORS TO GARAGES TO ea BE:CURED WITH LATCH AND 811 DEAD BOLT W/ MW THROW METAL overn4eAD TYPE GARAGE DOORS OF FORT O OR EXTRUDED ALUMINIUM SHALL BE 0021' MINIMUM IN THICKNESS SUCH D00R6 MADE CP FORS" WED STEEL SHALL NOT 13E LESS THAN 24 GAGE. OVERHEAD DOOR$ SHALL BE PROVIDED U1/ MULTIPLE POINT LOCKS OR OE LOCKED AT MORI.. 11-LAN ONE POINT UJ/ HARDENED BOLTS OR 13OLT6 tU/ INSERTS EtetAGMG AT LEAST TWO OPPOSITE POINTS A MINMIM Cf Os' OTI R. LOCKING DEVICES SHALL NOT OE REQUIRED WERE BUC4! DOORS ARE CONTROLLED AND LOCKED BY ELECTRIC POWER SLIDING GLASS DOORS SHALL BE PROVIDED WITH SLIDNG DOOR DEAD BOLTS OR A PIN NOT FIE10VAOLE OR OPERABLE FROM THE EXTERIOR At THE J. HEAD, 81LL OR AT Irt A T STRENGTH AREA t0 LIqNB TF DC g EFFECTIVENESS L ECNP C N ESS AND 8lm LOCK SHALL AREA MT IN S VE FROM REMOVABLE MOM OUTSIDE WHICHI WOULD FACILITATE READY HINGES ON EXTERIOR CUT•OWINGNG DOORS SHALL HAVE NON-EXPOSED SCREWS EXPOSED HINC44 SHALL NOT BE REMOVcOL E. JAM/36 OF ALL PRIOR OFFSET TYPE N•SWING DOORS SHALL ea OP f •Bi3ETTED OR OF SIMILAR FABRICATION SINGLE SWINGING EXTERIOR DOORS IF WOOD SHALL BE SOLID CORE OR NOT LEGS THAN 14'j' THICKNESS COMPLY GLA6 DOO SHA RL LL PL 'A 1303 I ' 8 ANSI � 1A A 101 SINGLE SWNGNG EXTERIOR AND SWING DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL OE MINI t1 146'. THICK, SOLID CORE AND NOLL BE SECURED WITH LATCH AND SINGLE DEAD HOLT WITH I' MNIM JI THROW OR A COMOINATION OF DEAD MOLTS SET WITH LATCH THROW A MINIMUM CO t%' AND BOLTS HAVING A MINIMUM THROW GP 1' FRONT MAIN D00R6 SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. eXTERIOR UJINCOUJ3: EXTERIOR WI vplLIg SHALL PROVIDED WITH DEVICES ON THE IN61DE CAPABLE OP WITHSTAND t c A FORCE 60 PCUND8 APPLIED IN AN OPERABLE DIRECTION. extern em . two MEAMB O1• RGItE66 SHALL COMPLY tW 31112(3). CONCRETE TIE STEAM -ee BEAM SCNDL. FOR SIZE AND REINt=. FULLY OROVT'E.D CELL YV t - 1 1 3 PERT. TIED TO HOOK BAR BOTT. 4 10 lb 51D. HOOK INTO LONG, SEAM •'3 NOOK GOL. BAR eV '10 HOOK 4 eXTEN0 30 DAR DIA, INTO COL, 1 104 5TD. NOOK Nt Ff6. CONCRETE FOOTING. -SEE FOOTING 3G4DL. POR Size t REINP. OATH: 1 • 8 D • 4 • 4 I • 4 I� (_. • • TYPICAL GROUTED CELL DETAIL N TS D. SINGER AND L. TEPER SCAM AVP sYl DAAWN 1Y K T 4L C MITCHELL RE MIMEO 550 N E 94 st .MIAMI SHORES aRAwlHG_Bu 1 • ih • PL flea cat f oitAi no. icati/vver, 11 4_;t11-eilloSisb5;90 souCnItt As I SI-ucco 30 L tt' • Li_ "" 6 to* Via Pi NA/ A L Ah_., 4a at. sr ft 0 9'g - ' r . 1 A c 4.-13011 3_,AjA 1 4IhhG rKoorn. u J12ALJO,1r 3 1 9' LA TMP 117 SuIL :4 PIA S "A ortpo i3 f• ift aLo ..12Arch Lee sti 1 ..1LooR ' - , - .-, ,? - 4: - .... , - ., - 1 --.: i ,- • ,:r ei a , .)1 JI Ao S' C A 4 f A. c,, , '-'" — ...----- 77t 1huDpkIiIrL .th41(,7h.41. ‘r List A 11(170.: tvgilgolt 3k* t - Ur &Pt pi.At Vt12 1.-intEL.1 7 coAne/41-- k inet44 4 ____ Atop " ki,vv. I _ , *it 9 ; Ts/ ILE_Iii.04% ?;ish Shgl. '7416111115111/4111WArAraik- 1 z_ NATP ! th L rc t el A_S 1 - L 4 L - Tr\ r r - f• "' L 4 C 4 A t r(IX-1 I A 1 i 4 iisp ' . • _ s c . 1 ' 1( 1,—. • _ • / _11 2 L 0 ,t 56 2,. ; • 5 • • * • ap;aA r ;IC J11,,,1I axuadilaiL_ L F rt, r3V E: _514, 0$ ?t-4 (4wd4LALL14____. _ • IMAGE! PROQUCTB COOK TOP EXIST PANTRY MARBLE CLO REF 1 \5 7 MARBLE TOP T1 - r• ... 0=0 *0 I .mm0- • ORYWA L L^' I 3 4 314 ,21 1 121 /e\ ELEVATION • / - GLASS . .....s..11111.,,., �.� DRYWAL Ln 1 1 1 1 1 1 1 1 1 1 1 1 PANEL E E V� \TIQN DRYWALL C ' Ravi/to D. SINGER AND L. SCALE: DATE: APPROVED eV: TEPER C 1TCHELL P 55 01E 9 st IA 1 S ORES TIN 87: nc : ■GNN:CAL:MAO• PgOOUCT• EXIST. POOL HOUSE 1 N 12X24CONC FOUNDATION w/ 4 k. r anmmuswegemmen T EXIST. RES II 8 "X12" CONCRETE STRTER COLUMN W /4 #5 VERTICLE AND #3 "TIES AT 8" O.. ALSO W/ 4 #5 DOWELS W /30" MIN. AND SET IN EPDXY GROUT INTO EXISTING CONCRETE TIE BEAM 1. 3.. CONCRETE COVER GENERAL. STRUCTURAL. NOTES: ALLOWABLE SOIL BEARING F'RE6ZUREs a FOOTING8 DESIGNED TO BEAR cm uNDleruFED NATURAL BAND OR ROOT( OF A MINIMUM SAM BEARING CAPACITY OP 2000 PBP A6' PER VIWAL IN6FCTION OP THE BITE. BOIL 16 NATURAL ROCK AND SAND. WITH A SAFE LOAD aAR1NG CAPACITY OF 200 p8P AT W MIN. !° LOIU GRADE. F3. IF BUITA.BLE BEARING CANNOT eE OBTAINED, CONTRACTOR SHALL NOTIF ARCHITECT BEFORE PROCEEDING WITH FOUNDATION WORK 1. CONCRETE TO ATTAIN A MINIMUM' COMPRESI IYE 6TREAGT1 AT 28 DAYS AS FOLLOWS: FOOTINGS AND GRADE BEAt•16: e,100,21 P81 61.A88 GN GRADE: 3,000 P6I ALL OTHER CONCREM 4000 PSI AUGREGATE6 TO BE CLEAN AND LULL GRADED MAXIMUM SIZE I'. CONCRETE SLUMP 3' MINIMUM TO 5' MAXIMUM. Tco BE A6 FOLLOW O: BOTTOM TOP SIDES F001'1456 ME COLA "e• BrLAB6 1WALI.8 3' 2' I1(2' II/2' r 1 , .. WEST ELEVATION A-A 3 4 SCALE 2' I I/2' I I/2' 1' I I/2' a..� ..- T W 5 CONT. 0 CO w 11 12 x 24 CON C FIG w L 8 CONC BLOCK WALL 44 9HORI REINFa 16 "0.C. SCALI: OATS: 1 I 11 1 1 8x12CONC T,D W i 5 BARS , AND *3 TIES 0120.C. a tLl A /FAOVID SY: 0 0 0 Q o 0 2 4 1 SECTION A-A SCALE 3� III�III�III� mom III�III�II�i� 0 D SINGER AND L TEPER C MITCHELL PE OMWN SY T ASVIMSO 550 NE 94 s t MIAMI SHORES 7:15"0"; SCOPE OF WORK FOR POOL HOUSE INSTALL NEW TOILEL NEW SINK AND CABNET INSIDE EXISTING BATHROOM REPLACE EXISTING WALL UNIT A/C UNIT WITH NEW AND MORE IFCIENT UNIT. OUT LET FOR A/C UNIT IS EXISTING. ERECT A NEW LENIN CLOSET SEE FLOOR PLAN FOR LOCATION. OUTDOOR NEW POOL SHOWER FOR RINSING EXIST BATH WITH NEW FIXTURES XIST POOL wIOU,E A ` alime VII 0 N cTE: ALL GFI OUTLET' AND MOULgp, 'ul - L-ETS "RE ExI TING EXAUST F/11J IN OATH 14 CxIiiNG LIGHT INJ HEW CLoSEV16 NEW ?CHNICAL IMAGO PRODUCTS REMOVE 16 FEET OF EXISTING CBS WALL TO INSTALL TWO SETS OF SLIDING GLASS DOORS. SEE FLOOR PLAN FOR STRUCTURAL REINFORCEMENT. EAST AND WEST SIDE OF ROOF LINE TO MATCH NORTH AND SOUTH OVER HANG l'- 0" SEE ROOF FRAMING PLAN FOR DETAILS. BLOCK UP EXISTING BATHROOM WINDOW AND INSTALL EXAUST FAN FOR VETILATION. SEE FLOOR PLAN FOR LOCATION. _q'LUM131NG_j?1,�1 N 1-0 II 6)114 Dia JLOOR PLAN REPLACE EXIST OLD A C U N I T ROOF TRUSSE •24" O.C. 12 EXITIN6 24 BOTTOM CHORD LATERAL - BRACING ® -O" O.C. W/ (2) t6d. NAILS AT EACN TRUSS 4 RESTRAINEC AT 20' -O" INTERVALS AS PER SF.B.C. BROWARD EDITION 2906.11 le) (4). SEMCO RTPGA8I6 8 -16d NAILS (3) HILT' SNOTS w 2" O.C. PN31 PO .146" X W2" UPLIFT 7 1456 e 12 M IeeED STRAP DETAIL A 3 12" 0.14. O?CIyT1t4 19/32" MIN. COX EXTERIOR PLYWOOD 61- IEATING (TYP) WITH 'S x 2 1/2 NAILS AT 4" c% (EDGES) 6" c/c (BALANCE) E�S ISTI - CGNCRETE TIE BEAM 2 "S TOP 4 BOTTOM II � FtER ter" N 0 TRE To SXTeNlp' ()YEA 1-161-16. TIE BEAM NT TO 11C#4181 8'x12" CONCRETE COLUMN W/4#5 VERTICLE BAR AND # 3 TIES @ 8" O.C. 42 "X42 "X 12 "DEEP CONCRETE PAD FOUNDTION WITH 4 #5 EACH WAY TWO ROLLS. e 'I511N S MTL. SEAT AND STRAP AT EA. TRUSS (SEE ROOF PLAN) i i; 4 T. OF BEAM AFF. (SEE PLAN) NEj4 GALv METAL 17RI pSTnp Eg1gI &XZLI 54130E14 VENT NEW 2X8 FASCIA OVER 2X6 °,SUB FASCIA loan 1#5 VERTICLE REINF. IN CONCRETE FILLED CELL ANCHORED INTO FOOTING AND TIE BEAM WITH STD HOOKED. PROVIDE # 5 DOWELLS WITH 30" MIN LAP AND DRILLED /SET IN EPDXY GROUT 6" MIN INTO EXISTING FOOTING AND TIE BEAN. EXITING . 8' -12" OVER HEAD BEAM WITH 4 # 5 BARS CONT.2 -60" LONG # 5 BENT 30" EACH WAY. # 3 TIES @ 12" OC. NEW II 12 NOITH ELEVATION 1 31.0 NEW 5 E,(15,106 I2 DER H *k •••••••••••••• • P AMIN NEI MINIM tr XI511I-46 I2 "ov N ER HA N6 RUOF F 1 . kti 1 N G 3 LAN NOW Z�?<(Q� PT RTI4 FTERS To 0S 1 06 6 111512 NEX To EX1 T1r1 %ga' VERI FIEC) TRUSS TD oxretjf7 ovER HArJ G To MATH Nowni AND 5ourti SIi7E OF {P0 HovSE. SEE 5EcT1o0 A -A. D SINGER AND L TEPER SCALE: DATE: 550 APPROVED 8Y C MITCHELL PE DRAWN SY RIVISIO N.E. 94 s MIAMI SHORES ECHNICAL IMAGE PROOUCTB NEW OPENING FOR SLIDING DOOR 8 "X12" CONC. 'I'IE,COLUMN, W/4 #5 VERTICLE AND #3TIES AT 8" O.C. EACH COLUMN TO BE PLACED AT EACH CORNERAND AT ANY OPENING GREATER `THAT 8' -0" REMOVE 3'- 0 OF EXISTING LOW NONE SUPPORTING OVERHEAD BEAM. EXISTING VERIFIED 12"X16" CONCRETE TIE n BEAM WITH 4 # 5 STEEL BAR CONT. AND # 3 TIES @ 12" O.C. AND 2 # 5 BARS BENT AT - CORNERS EXTENDING 30" EA WAY. REMOVE EXISTING 8"X12" COL BENEATH EXISTING TIE BEAM. SEE COMENT # 1 FOR ADDITIONAL SUPPORT. NEW STEPS- EXIST MASTER CLO 6 , II SHOWER BA EXIST B 4' EX 1511aca zl-I'E6055 CLO Ex, ,17 GAO r (DEN CONVERTED \ INJO W.I.C 0. 1 -0 WALL TO BE '1 EXIST LIV ROOM F.'. SATNRO E�.00R/ 1CLO�tJR� 1�OT 8s 114114-1134440412 GLASS MOMS F LIMO ARC TO 8E CF TE FER ED GLASS R'3AT14RO I1 FINIBNED FLOOR SMALL BE OF IMPERY1Q06 MATERIAL AS TILES 81401.L OR HEADS SHALL HAVE ANTI -SCALD DEVICES. ALL BATHROCtl DOOR LOCKS SHALL SE DE8IGNED TO PER1IT 1-E OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OP AN EMERGENCY 1/ EXIST FLA ROOM 1 C 1 1 1I E TIE 11 III.111.1-1-: (III III -II� L E � 11 11 i o)I(o Fr(, 13611-1 11 H 1 11 -a Z'� 5 1 0 0 1 I ti" uI I j counter ! I EXIST DINING FLUJOR PLAN SCALE 1L\L. GARAGE K1 T 0 : 1,4ALL e M 11 t42 FTU . O 0 O 0 1 1 I2rJAIDE FI KED LASS. BLAB COLUMNS BEAMS FOOTING 3/4' 11 1 3' FASTEN W1 1" '8' SCFEWS AT EACH TRUSS 811108 - t . GYPSUM BOARD ON EACH BIDE FASTEN W 0N31P8 HILTI 8HOT8 • 16" 0.0. 4' HIGH 110. SAW 4" CONCRETE; 81.413 (OE STRUCTURAL AL DIGS) ". 4 TtT L2E.14 ike. A - A IN CA 0R I - 8 9 -10 0 12 13. 15 14. IL 11. 18 19 22. 24 21 EXIS L OCA T1 ON LIGHTS t RECEP. SHALL APPL. REF RIG. WASHER WATER HEATER DRYER RANGE LIGHTS t RECEP. A/C s 125% ELECTRIC WATTS VOL 4.815 3.000 1.500 1.500 1.000 5.000 t2.000 1.000 3.219 • 1.500 120 120 240 240 240 120 120 120 TOTAL 31594 WATTS 20. 21 TOTAL 12305 12.305 WATTS ELECTRICAL NOTES: I at 10.000 W • 100% 10.000 W. 21.594 W 9 40% 11.038 W. A/C • .125% 12.305 W. 120 120 210 AL WI RE 12 a 12 a 12 512 1 10 a a a 12 • 12 x 12 S L CH COND I /2' I/ 2' 1/ 2' 1/2' 3/4' 3/4' 3/4' I /2' I/2' 1/2' 1 EDU C6 20 20 20 20 30 40 SO 20 20 20 50 LE • t REMARKS EXISTING ISO AMP SERVICE PANEL I.L05 5.F. X 3 W /S.F. 1500 W. EA. CIRCUIT 1.093 S.F. X 3 W /S.F. 3 TONS K, LOAM 33343 W — 230 VOLTS = 141.91 AMPS RISER DIAGRAM gL C.U.TO C.W.P. 3 - I/O THIN C.U. IN 1 1/2' COND. 150 A. DISC. 150 At1P PANEL r DIA. COND. 1- aL C T KJ X 5 / 8' DIA. GROUNO ROO TOTAL: 33.343 W. is* ee4 STUCT. NOTES INSERT 1- ■3 OARS IN CON - FILLED G LLS • 16' O.C. GN EACH BIDE OR EXTERIOR D001 4 WINDOWS GROUT SHALL HAVE A 6LUJ OF 8' TO 11'1 A F'c OP 3000P81 ITN 28 DAYS 4 SHALL BE POURED IN MAX. LIFTS CP 4' FE1NF. STEEL SHALL COMPLY W/ASTM 613, GRADE 60 REINF. COVERING SHALL BE AS FOLLOWS: thcRrAR SHALL CGNTORM TO THE 8TANDAID .8FEC6 FOR IMORtAR OF MASONRY WITS , A81M C210. MORTAR USED IMORtAR USED TO BOND UNIT MASONRY SHALL OS OF 'TYPE '8' ACCORDING TO THE SFI3C 2102 .10 (13X2) ILUMEER USED FOR JOIST, RAFTERS TRUSSES, COLUMNS I13E4'18 4 OTHER BtRLIGTURAL. MISERS SHALL BE OP A 18tRf:68 GRADE NOT LESS THAN 1000 PSI NOMINAL EXTREME IFIBER S112E86 IN BENDING P0. USE ANY OF THE FOLLOW ING : NO. 2 O. PINE, DOUGLAS FIR HEM -FIR OR OPRUCE PINE FIR ,ALL PLYWOOD TO ea APA RATED SHEATHING WIN. 8 361 FT 4 A MIN. DIMENSION IN ANY PPREGTION OP 3'. INSTALL W/ JOINT STA�D OVER 2 OR 1 SUP PORTS GRAIN N � ICULAR TO FLOOR/ROOF PLYWOOD AT I DIAGPHRAM 61141113E APA RATED EXTERIOR GRADE PLYWOOD MR 5/8' THICK UJ1TH 32/16' SPAN RATING NAILING SHALL BE 8d C*MIGN NAILS SPACED • 6' OTC. • PANEL EDGES 4 6' O.0 • INTERMEDIATE SUPPORTS. ALL 11I000 N DIRECT CONTACT t1V COACFETE SHALL Fft681 E TREATED. BATHROGI1 FINISHED FLOOR SHALL SE CF IMPERY10U6 MATERIAL IRA. CERAMIC TILE) BATHROOM DOOR LOCK SHAD. BE DE31GNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN EMERGENCIES cL.O3ET DOOR LATCH 6HALL ea e1Jai THAT CHILDREN CM OPEN THE DOOR FROM THE OUTSIDE IN AN EMERGENCY. I SEC. NOTES: l OORJPOOR LOGGBz ALL LOCK GN EXTERIOR DOORS SHALL BE CAPABLE OP RE618TIN4 A FORCE OF 300 IBS APPLIED IN MY MOVABLE DIRECTION AND OTHERWISE IN ACCORDANCE W/ THE {a6IBTANCE 8TANDARD6 SET FORTH IN SUB SECTION 36012 LOCK ON EXTERIOR DOUR6 SHALL ea A MINIMUM of 6000 POSSIBLE KEY CHANGES OR LOCKING COMBINATIONS. IF THE KEY-IN- 18 USED, THERE SHALL 8E AUXILLIARY 6I144LE LEAD BOLT WITH HARDENED BOLTS OR IN8ERT8. EXTERIOR EXIT DOOR IF OPERABLE FROM EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT 16 KEY•Gf'ERATED FROM THE EXTERIOR THE ACTIVE LEAF OF PAIRS CF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS: TFIE INACTIVE LEAP OF PAIRS OF DOORS SHALL HAVE MULTIPLE POINT LOCK WITH %' MINMiM 114 0W 13008 W/ INSERTS DOORS TO GARAGES TO BE SECURED WITH LATCH AND 6MGLE DEAD eat IW MIN THROW METAL OVERHEAD TYPE GARAGE DOORS GF FORMED OR EXIKIDED ALUMINIUM SHALL 6E 0021' MINIMUM IN THICKNESS. OUCH DOORS MADE GF FOR'1E0 STEEL SHALL NOT BE LEGS THAN 24 GAGE. OVERHEAD DOORS SHALL BE PROVIDED UV MULTIPLE POINT LOCK OR BE LOCKED At MORE THAN ONE POINT W/ HARDENED BOLTS OR DOLTS (U INSERTS ENGAGIN3 AT LEAST TWO OPPOSITE POMT6 A MINIMUM OP fib' OTHER LOCKING DEVICES SHALL. NOT BE REQUIRED WHERIr SUCH DOORS ARE CONTROLLED AND LOCKED. 9Y ELECTRIC POWER SLIDING GLASS DOORS SMALL BE PROVIDED WITH SLIDING DOOR DEAD BOLTS OR A PM NOT REMOVABLE OR OfERABL.E F1 r;41 THE EXTERIOR, At THE JAMB NERD, SILL• OR LOCK A tO MAINTAIN A BOLT STREWN m F NE�88� A etIcH DOORS $314ALL NO • Y ENTRANCE t8 A8LE FROM OUTSIDE UNJCH WOULD FACILITATE HINGES ON EXTERIOR OUT- StWINCsING DOORS SHALL HAVE NON - EXPOSED SCREWS EXPOSED HINGES SHALL NOT BE REMOV2A43LE. JAMBS CP ALL RJOR OI SET TYPE IN- SWINGING DOORS SHALL. ea OF TTED OR OF SIMILAR FABRICATION SINGLE SWINGING EXTERIOR DOORS IP WOOD SHALL BE SOLID CORE OR NOT LESS THAN IV THIC Q4E88 GLASS LASS DOORS SHAL SHALL SHALL 303. 'I AN'ANSI N MI'. SLIDING GCE ACAS E SHALL E WING DOORS CONNECTING L1 MINI THICK SOLID CORE AREAS A L BE S E U D WITH LATCH AND SINGLE DEAD BOLT WITH 1' MINIMUM THROW OR A COMBINATION OP DEAD BOLTS eat WITH LATCH THROW A MINIMUM OP AND SOUS HAVING A MINIMUM THROW Of 1' FRONT MAIN DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANEL. EXTERIOR WINOCIUJ5: EXTERIOR • witi4 WINDOWS FORCE G4 0PROVIDED' F'0 6 WITH PM. I DEVICES I OPERABLE I DI C1 ECTICtt EXTERIOR WINDOWS USED A6 tIMAN6 Cr EGRE66 SHALL COMPLY ID/ 31112(3). CONCRETE TIE IeAM -5EE REAM 3CHDL. FOR SITE AND R.E I NF. FULLY GROUTED CELL Y'V 1 -K'3 YirRT. TIED TO HOOK DAR 1301'T. 4 10 Ib STD HOOK INTO GONG. BEAM A *5 HOOK COL. BAR Y'V '10 HOOK 4 EXTEND Et? 0AR DIA. INTO COL, 4 904 STD. HOOK AT FT6. CONCRETE FOOT,N6 -5EE POOTIN6 SCHOL, FOR WE 1 R.EINP. D. SINGER SCALE: OATE: 4 D 13 APPR - C 550 N E 9 • , 4 I.4 4 • • 4 TYPICAL GROUTED CELL DETAIL N TS AND L. T E PER OVER SY: MITCHELL RE RSVISEO 4 st MIAMI SHORES DRAWING HOMIER 2 OF 5 ECNNICAI. IMAGE PRODUCTS NEW CONCRETE PAVERS VV.. � W.L. I.I $ s i ll : ' I i ii = = 1 = �ii i1 i q1:i fl:: :: 1 11 ll II I$ t11111I111111II =$ I 1 111/1/111/i1 = 11111111 / .. � / 111 / 1111 111 1 1 1 11111 111 1 1 11 1 u. / /11//11/// • • . 1•• •r• 1u..1 ••• I=II =III ., IIl / I 111 1111 1 :11,11:111 11 1 11111131,111 111111• l 1 �r 1.1111 1/ 11 Uly.ul FUT V R E.+ POOL 'P PR / /111 / /.�u / 1 •./ 1 11111111; // u1 11 1 . /......... 1/ I LOCATION BY 1::1 11 :111111111! 1 11 . 1:9;::::::.11; 111 n I u u./1 . /r // 1 u• . auu / 1 Illllll 1� 111. O T H E R 1.11 1= /.. / 1.. 1 .,111. ..1/ II 1u /1 1111 !11l11111!lus1 1 u ,, 1 u 1 1 5 11 � 1 I � 1 1 1111 1 ' s ' ii ii=I p,1111i/ s 1111 I/� 1 i u ! .11! 111 uil� 1II /11,11 IIII /l I. . I 111 1 ; . .. ..1 /.:.. /.11/.//.Ii.I►//,. !l..:/... //ZIa...� , u/I /.. 111.....1.. .l.11ls u /....�=..I.l. 1 IISl:II1uII II EXIST C.B.S POOL HOUSE EXIST C.B.S RES. Y NEW LOCATION OF SEPTIC AND DRAINFIELD i EXIST PARKING 5'� � 1 1 Ii L.l� L..11 d ' ra 71 I 1 1 i G o. 1 r 1() 0 - W. r IMO *MO r rwr MID .p1 9.8' 75.00 • • • • 75.00' EXISTING ASPHALT DRIVE NE. 94 STREET SITE PLA N , _SCALE MO Oa O 1) N N LEGAL DESCRIPTION LOT 6 AND THE EAST ONE HALF OF LOT 7 BLOCK 56 OF MIAMI SHORES SEC 2 BOOK 10 PAGE 37, V DEMOIJIION PLAN A. DEMOLISH EXISTING COVERED PATIO. DEMOLISH EXISTING WALL AND GATE. REMOVE ROD IRON AND ERECT A 8 =0' CBS WALL WITH WOOD GATE. D. RELOCATE SEPTIC AND DRAINFIELD SEE SITE PLAN. SCALE: DATE: CARPORT TO REMAIN • RELOCATE SEPTIC AND DRAINFIELD D. SINGER AND L. TEPER APPROVED SY: C. MITCHELL DRAWN SY RIVISID 550 N E 94st. MIAMI SHORES DRAWING NUUIIR 1 OF 5