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665 NE 97 St (17)98 Qa; , FAI 0713;940/d ( ', %;. � 1 : 1, 11. kder I off industry hi : ► {;) installed u I iff It, �,�, p� l than a(•1'i 01 ';ut l(7111p i, VUll tivu have made. the rl ht dccisiw haviu Chsd an AquCa(Iteat pump. � E&T'NAVE kith p��o NGE j puMps X0011 N?$ koo • - .....r, jy•.: .. • glaiN at Jr 14,4 i 601 , a IN Will Pet Hour Cceit,onr of Periotmance qt siott input VO /111/Phosa 208 •230v/60h1/ yh . •2081.233 460ru/1 Ph Minimum Quilt ?vivacity 23.6 40 f r�mum fuse Silo 30 2QlU m 20.24 ppm 241a G'+� 16.]0 gpro gp• 0 0 kali 580, r . 980 S G 4 36'x 32'x 28' 36's 32's 28' 3 `t<:, i 3832' 36 "x 32's 38' HG ltl Stu (t 9th x Width x Might Economical ". Your 1{ 1Wova hest p•m2 can heat your pod for os little as 51 o doy and give you up to 0 720% rerun on your investmentl tit of al., h cbo corn; o teect V1arrowry ` Compare of r wain my to the campetition... �;� �'(Wa �/ � b l�� q be (�c of m� ! ��, YK. w��wtt t o Nxs7lnl P h�rf tat du t d i9oSD Amin �yy i wy tY.d fat Ma A D1 Y� � 1 6.1 � 1a� r .z. uaa da ticr d Y n7c(� b y L•lri d� to wi, tnrstip 06,4 d 1.4 al iir ti o it : �y (his w �M � ► krOt cb 9us N rerrc7� Grist DI wanan"y i W ks +1 t d Inc ab G�' toa+a� i ipn Id. dtc rtaa OR Fwd wA a� 16 II? l tr) ( ' 3atax:d'n ro ute tit p a ude� i 0 r V s , a'd ( ott. r 1 14 11413 -54 c �r.�:1731.2 c b S ict • smarm, arm, 8 3J11 f • 44. • / _ . • • / �' e�o3ot� bI amt) L~r k Vic ban Ca tts t+ i r. 0411., ''. y� a� orso ,y am i d WI td aurl �x a is �'�� QC rt40�t � 4 W �".1f . •' • pZ�' ar�f l ad it+li t>a xit R u+ Own tt. 6'1.'Y• 4J v, ir ems i rit � not 1'c� kl lyv r 1 Fs NI :�:a �� ,c s M cxa � 1° t� a hOaAr� a�rx, 1,40.10, 1,40.10, �.,; r ra , , darxal,a ewes sls t� 4 a w do ka ant i :b >h 5414 d q' � .+,ouru+,:•� W401 � i..414051 do,tv�vs. � � ' ( 14•8 A ia Wad ,A dtrirtir Ydlk.atoas pow no t (i f IeaiicoL Rez!mce •Cl„air..,t. 51.00 WO HORNER CUSTOLER SERVICE. 64,000 90,000 •11 0 118,004 7.2 .6 4.0 ' 5.2 2.6 ` ¢ 20ew • 230v /9100 28,0 30 c ® Y 1 24k Soul o. [ (613) 123-AA (e00)166'116 (613) a11.1 411 ru 7 : I fat. : .1 ...... :ff • .... .... r .. r r .. � . e S V • ' • • t., • r . r r w r. r r. r r r r r r r r r r. PROVIDES ALARM PROTECTION TO OUTDOOR GATES OR HGME DOORS LEADING TO POI ENT' :ALLY DANGEROUS POOL AND SPA AREAS THE SAC 5 POOL F EATURES WEATHER RESISTANT CONSTRUCHUN AND MOUNTS TO BOTH W000 OR METAL DOORS/GATES WHEN CHILDREN OPEN THE PROTECTED DOOR OR GATE MORE THAN ONE INCH, THE UNIT WILL SOUND IT'S BUILT-IN 110 DB HIGH OUTPUT ALARM THE PASS /RESET BUTTON ALLOWS ENTRY OR EXIT FOR ADULT S WITHOUT SOUNDINGALARM, THE UNIT WILL THEN RESET AUTOMATICALLY TO RESUME PROT ECTION /C i i � ` . ,, IN 11 �' L1 T 111 a� A9 . ,o, d C a . alarm .,t' )- seconds P• P SSTRE SE 01rta a vsK9 C COMPLIES WITH UL 2017 axn Y ar,as fI 1 ,;III\ \11 Use X. 9`/ Tans« -.. FEATURES ./ High output 110 DB alarm siren ' 9V 100mA AC adaptor operation • Includes mounting hardware for both wood or metal doors/gates ' Weather and water resistant construction ' Pass/Reset button provides convenient adult pass- through operation ' 3 Year warranty SCREWS & TAPE LOCATED INSIDE SENSOR HOUSING CAUTK :XT VJa Ah'JI 6 LY-a£,ELr LJA TOOT .E+LA FUCE LSE ✓Er 0.,E 1 0 +JA 1 TO TEST r■E KM�A +a ECI E:AC UuY fR.AI sf .9.19 _LTV 4C !C RMIE ALL RIGHTS RESERVED T/115 PRODUCT IS PROTECTED UNDER FEDERAL PATENT, TRADEMARK AND COPYRIGHT LAWS AND LAWS PREVENTING UNFAIR COMPETITION NO DUPLICATK)N OR SIMULATION OF TT115 PRODUCT IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION OF TELKO. INC. AND THE CONFIGURATION OF TH15 PRODUCT ARE TRADEMARKS OF TELKO INC. COPYRIGHT 1992 TELKO. INC ALL RIGHTS RESERVED 1 EI1K0' �. „ il .S iA 6 )61.501 04 I (We) acknowledge that a new.. pool, 'Spa or hot tub will be constructed or installed at (0 A/6.1 , , rs )1,44 sh ores Fl., and hereby a ffirm that one of the following me th the requirements of Chapter 515,, Florida 3tatutes. ' "please Ltlitial the method(s) to be Used) The pool will be isolated from access from the home by an enclosure that meets the p•O1 requirments of Florida Statute 515.29; • " ' , The p001 will be equipp'ed.WItA an approved salty cover that c° 7 11 " 1 „, , • • All doors anci ellregt 'acce 49n1..the borne to the pool will be:ccictiPeslis,.liitkarl exit alarM that has a minimum souxid, pressure rsting'o1 85;decib,eli at 10 feet; ' .$ Al! doors pro;;fiding' direct access frOrn the hotne to the will be equipped.withielf.;CjOS,4`self-latching sigvicfs'viith'gelea.se mechanIsms'pliced nO.lower than 54" abovithe floor or deck; understand that not having one Of the above installed at the time of final inspection, or when pool is completed for contract purposes will constitute a violation of Chapter 515, F.S. and will be considered as'Conunitttng a' trilsdeirtepor of the second degree, punishable 'oy fines up to $500 and/or, up , cl ; to 60 a$/$ 41 jay as established 14. Chap ter 775,1 • • , CNATURE (4 DAM CONTRACTOR'S NAME (P(1ASE AINT) . 412114AddlL 1r :T7ir NOTICE OF' REQUIREMENTS RESWE, I\ITT.A1.;" SWIMMING FOOL, SPA Tut, SAHY ACT ELA MASSIMO TAN Comm EV. 5/2 No. DO 010291 .10030 14,5, 55C010 AVC/11.11" .14tio41 5713/4C/, r.Q19* 35131/135e TILIPMONC 13051 155.1104. VAX 13051 55491107' t , • OWNER'S SICA'VATURE 4 pieb•p, OWNIII'S NAME t PLEASE intINT) ANGELA MASSIMO TAM ` Comm Exp. 5/26/05 J No DDOIC211 7 / ...kammeadlx ---- 391111 A I WIW:U1 8T:er U90 a)8' 311 - a LANDSCAPE SCREEN AS PER CODE I" VENT LINE 26' -8" TO PL (NTS) 1 SWIMOUT W/ TILE EDGE ONE STORY RESIDENCE FP.E. = 838' POOL PLAN CLEANING LINE W/ VAC-LOCK- NORTH BENCH W/ TILE EDGE POOL SIZE: POOL PERIMETER: VOLUME: (GALLONS) POOL EQUIPMENT POOL PUMP: POOL FILTER: POOL INLETS: SKIMMER: POOL LIGHT: PY:[EA PUMP POOL OOL HEATER HEATER T S : CLEANING LINE: VAC 1 CLEANING SYSTEM: CHLORINATOR: FIBER OPTIC SPOT(S): PERIMETER LIGHTS: POOL ENCLOSURE: FOOTERS L.F.: DECO -O- DRAIN: PILING POOL: (150 CART 1 125 ATV 1 AUTOPILOT 1 COPING: TILE: SWIMOUT: LADDER: HANDRAIL: AUX. POOL SPILLWAY SIZE: LIONS HEAD: SPRITZER /SPRAY HEAD: THERAPY JETS: 1 15.484 1 SPECIFICATIONS (PER BY DEPTH: POOL AREA SQ. FT.: TURNOVER RATE FOUNTAIN FEATURE: SHEER DESCENT: OTHER: OTHER: LIGHT FEATURES REMOTE : �N /A LIGHT SWITCH: 1 YES ADDITIONAL FEATURES Y OTHER GLASS BLOCK TYPE: N/A GLASS ROWS HT: N/A GLASS ROWS WDTH. NO # OF GLASS BLOCKS. CONSTRUCTION NOTES: 1 460 SF 1 14.30 HRS 1 AUXILLIARY POOL EQUIPMENT AUX. POOL PERIMETER 38/22' AUXILLIARY PUMP: 1 2 HP 1 AUX. POOL JETS: AUX. POOL LIGHT: AUX. HEATER TYPE: AUX. HEATER SIZE: N/A 1 RAISED: 18" STEP(S): 1 N/A I BLOWER: TURNOVER RATE: POOL FINISH ITEMS HANDHOLDS: 1 YES 1 INTERIOR FINISH: 1 1 PLAN DECK S.F.: ( 436 SF 1 A CAPPING S.F.: N/A 1 A , DECK TYPE: 1 1 WATER FEATURES COLOR WHEEL: # OF COLORS: 114.2 MIN. 1 D -BRITE PAVERS I) POOL PERIMETER DOE NOT INCLUDE 11 LP OF POOL / SPA WALL • � v J v r REV: 09/26 v M v S.W: MGVVD FOAL :TO THE EAST AND SHORTENED LENGTH_ REV: 12/02/02 M.3=W. RE- jRAy1J : .: • • _ • • • J . . • .� 11 ' e` Ne Net N: AN"' V No J , . . IvO'"E. VERIFY EQUIPMENT / LOCATfON, IP! 1' DIA SPA RAISED IS" W/ LIGHT, TILE BACK, 2 -MD, 8 -JETS 4 24" SPILLWAY ED 111 1" 'O CO 4 00 V a Z in CO W LL if w o W W .� Z � co. Z w a W LL V J 4 I Os _J N D W 0 Z to V J ce U-I Z Z a w 0 O In n- 0 c FT-1 Ti 4 Tl 1-- it_ a 111 -F3 ni m0 111 (l) 1L m BENCH{ DETAIL IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON, ANY POOL LESS THAN 8' -0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. 714IS POOL IS NOT DESIGNED FOR DIVING. 18" 1 TILE �r (tYP.) •3 • 10 "O.C. EA WAY (SEE TYPICAL WALL SECTION) 5Q TO SERVICE PANE WP GFI 10' TO 20' FROM WATER POOL DECK AIR BLOWER la" 25' -6" N.TB I.!E.AT.=R WATER LINE 1:1 MAXIMUM SLOP 1 MAIN IN SHALLOW END V DRAIN 30 48" MIN. t 1 r - 11 JUNCT. Oct MIN. C' BOX 5Q CHEr,:K. ' /,4LVc 3 -WAY vALVE TILE' (TYP.) 33' SPST TOGGLE SWITCH 3 -2P -20 MOTOR/I2 AMP 1 -IP -15 LIGHTS 5 AMP WIRED TO SPARES IN PANEL I2v TRANS. 3- 12 IN 1/2 COND. 18" SWIMOUT DETAIL N.T.S. II' MAX. SLOPE LONGITUDINAL POOL SECTION SLOPE N.T.S. WP MANUAL STARTER SWITCH TC W/ AUTOP * IN 1" COND. 1" NON- CORROSIVE IN POOL AREA GROUNO COND. ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ °8 WIRE I -SAM 4 1 -SAL LIGHT CUT � WATER ELECTRICAL DIAGRAM AUTOPILOT CHLORINATOR 6' NOTE: PIPING SCHEMATIC PRESSURE GAUGE AND AIR RELIEF VALVE FILTER \I>._, ,c1,O�s'k HEAT PUMP PUMP OTOR BLOWEF MOTOR ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 COPING TILE N.T.S. 2 -'3 CONT. WATER LINE APPROVED FINISH 5" MN. a_ Q PUMP W/ HAIR 4 LINT STRAINER 6" MIN VERTICAL 2' -3" SHALLOW END 3' - DEEP END HYDROSTATIC VALVE 11/2" INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL I • SLOPE STEELTEX FORM, KRAFTBOARD OR EQUIV. *3 g 10 "0.C. EA WAY ✓ BOTT. CENTERED TYPICAL WALL SECTION (FOR DEPTHS TO 6' -0 ") N.T.S. WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL 12" 12" 1 11 w 2" COVER (CENTER) 6" TOP t 6" BOTTOM *3 e I0 "O.C. EA WAY ANTI - VORTEX GRATE TO BE FASTENED WITH SCREWS *3 s 10 "Q.C. EA WAY (SEE TYPICAL WALL SECTION) 3/4" ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL.) N.T.S. DETAIL OP STEPS N.T.S. 1.12" MAX. RISER HEIGHT MUST BE UNIFORM 2. t2" FROM UNIFORM HEIGHT 3. 240 SF IN. MIN AREA OF FIRST STEP POOL EQUIPMENT VERIFY LOCATION IN FIELD --� 30' -8" NYDRAUL IC UPL IPT COMPUTAT IONS FLOOD CREST ELV. FOR AREA = TOP OF POOL ELV. BOTTOM OF POOL ELV. HYDRAULIC HEAD = ALLOWANCE HYDROSTATIC VALVE= NET HYDRAULIC HEAD = RESIDENCE 6.00' M'L 1.88' MSL 1.88' MSL 4.12' -2.0' 2.12' USE MIN. 8" THICK CONCRETE FLOOR SLAB 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. W/M c0 ELEVATION OF DECK IN RELATION TO HOUSE: ESTABLISH IN FIELD LIGHT NICHE N.E. 11th 3T, 13' 10' W/P J.B. 3/4" PVC COND. 1 #8 SOLID COPPER BONO WIRE TO TERMINATE ON POOL DECK PREFAB. UGHT NICHE 15 VOLT DETAILOR LESS. re BARRIER NOTE: OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED 1 APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 5001 SP.B.C. LATEST EDITION. SPECIAL PROVISIONS:(SF.B.C. 50015 ANSI /NSF I -5) I. ALL SWIMMING POOLS, SPAS AND 140T TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI - NSPI -5 -95) 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING 4 INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" ALARM NOTE: ALL WALLS THROUGH WHICH A DOOR PROVIDES ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD WITHIN THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARLY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54" ABOVE THE THRESHOLD OF TI-4E THE DOOR PUMP FRAME, FILTER TANK MOUNT 1 3/4" x 3/16" TAP CON. REINFORCED CONC. SLAB (III =(III III !11 1111 (III III11= 1 111 111+ FILTER POOL PUMP, FILTER AND HEATER ANCHOR POINTS (TYP) NOTES: ANCHOR BOLTS THROUGH BASE (1 -3/4" x 3/16" TAP CONS) FOR POOL PUMP 4 FILTER NEATER SHOWN AS OPTIONAL (4) 1 -1/2" ANGLE BRACKETS (GAS HEATER) (4) 2 -1/2" ANGLE BRACKETS (HEAT PUMP) W171-1(4)1-3/4" X 3/16" WITH (4) 1 3/4" x 3/16" TAP CON AND (4)14 SELF TAPPING SHEET METAL SCREWS: _ POOL EQUIPMENT algH,Q1% G WA � PRIOR TO INSTALL TION, c ELECTRIC WiRg CHECK NAMEPLATE D, EQUIPMENT, HOT WAT AND OTHER EQUIPMEN CORRECT WIRE SIZ OVERCURRENT PROT ADEQUATE SERVICE R MUST BE PROV. SUBJECT TO ELEC " "C INSPECTION LEGAL- DESCRIPTION LOT: 20 BLK: 101 SUBDIVISION: AMENDED PLAT OF MIAMI SHORES PLAT BOOK:15 PG: 14 PUBLIC RECORD OF: DADE COUNTY, FL SITE f' L_ AN SCALE: 1" = 30' PUMP HEATER 1/ , tX eft 4 Pk.Ok TO INSTALLATION CF ROUGH ELECTRIC WIRNS CHECK NAMEPLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND ■THER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND 04ERCURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST BE PROVIDED. SUBJECT TO EL L:TRICAL INSPECTION. L JOI-RJ M. CARROLL JR. P. LICENSE • 41610 1 1 ' ' I_ 1 O c0 4 4 co coo .0 u Z ' c\, 4 11 m W W o W W Z o ° z cc Z W W o a D LL (' < O 4 H u i' N r , OZ Z u, Et W Z Q Z a- W ce z 0 Li) ►t') UJ PUMP SIZES AVG. FLOW VENT SIZES MAX. LENGTH I HP 60 GPM I" 13 FT 15 NP 15 GPM I" 92 PT 2 HP 100 GPM 1" 122 FT 25 I4P 135 GPM P' 165 FT 3 HP 145 GPM I" 111 FT GENERAL NOTES CODE REQUIREMENTS - Private swimming pool and spas must comply with chapter 424.6 Florida Building Code. Mechanical Requirr:ments - Ali piping, equ'pment and materials used in the plumbingg system of swimming pools (Spas) that -ire built in place conform to the Florida Building Code, Plumbing. (42423). All pipingg materials wad be Installed to 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 !cort?one thereof shall be of a type complying with the code or of a type recommended aild approve-Ad by e nationally recognized testing agency or conforming to other recognized standards ae,c to th3 administrative authority. Engineering Design - Design, Construction and workmanship shall be in conformity with ANSI / NSPI 4, 1992 "Standard for above ground / on round residential pools± and NSPI -5," Standard for residential swimming pools* published by the N ational Spa and Pool Institute, or other accepted engineering practices. ENTRAPMENT Testing and Certification: All pool and spa suction inlets shall be provided with a over that has been tested and accepted by a recognized testing facility and comply with ANS /ASME 4112.19.3M, "Suction Fittings for Use in Swimming Pools, Spas, Hot Tubs, and lthirlpool Bathtub Appliances." Exception: Surface Skimmers. Safety Note: Do not use or operate pool or spa If the suction inlet fitting is missing, broken, or loose. Entrapment Avoidance: If the suction inlet system, such as an automatic cleaning system, is a vacuum cleaner system which has a single suction inlet, or multipte 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 gate 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 suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet or located on two different planes* i.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 fitting(s) 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 attachment to the skimmer(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 teat of not less than 35 psi for 15 minutes. Per manufacture recommendations, no air test shall be approved for PVC pipe and fittings. Sec. 4242.12.1 Pressure tests. UJater Heating Equipment - Swimming pool water heating equipment shall conform to the design, construction and installation requirements to accordance with accepted engineer practices and shall bear the label of a recognized testing agency, and shall include a consideration or combustion air, venting and gas supply requirements for water heaters Sec. 4242.14.1. It must cont;Iin a thermostatic or high - pressure control switch so the pool water does not exceed 104 degrees F. Sec. 424214.4 water heating equipment shall be installed with flanges or union connections adjacent to the heater. Gas Piping - Gas piping shall comply with the Florida Building Code, Fuel Gas Sec. 242.15 Electrical - Electrical wiring and equipment shall comply with the National Electrical Code. Pool Enclosure - Residential Pools shall comply with section 4242.111 through 4242.113 Ladders and Steps - All pools shall be provided with a ladder or steps to the shallow end where the water exceeds 24 inches. Where water depth exceeds 5 feet, there shall be ladders, stairs 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 Less. Pool Fittings - Pool fittings shall be of an approved type and design as to be appropriate for the specific application. Sec. 4242.132 joints and connections, PBC plumbing Sec. 60521, purple primer required on PVC piping. 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 t walls of pool to be pneumatically applied concrete with a min 28 day compressive strength of 2500 psi. All reinforcing steel to conform to A.8.711. 615 grade 40. Soil Statement - Based upon rational analysis, the soil in this area has a 1500 psf 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 psf 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 Tines. 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 n0 responsibility for the safety of existing structures. Backf1lI - The contractor shall backfill the pool shell with caution. The plumbing shall not be disturbed. Sackful shall be accomplished with clean sands, fee or organic material and shall be placed in 12" thick layers each layer shall be compacted to 90 develop soil placement. Warning - To empty pool after construction, for repairs or any other reason, the hydrostatic uplift pressures beneath the pool must 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. FBC -2001 Sec 4242.9 water supply, local! ord. 0 2853-95, backflow required on water service. 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 - This plan remains the property of Horner Consulting Engineers, Inc. It is not transferable from one contractor to another with out written permission of Horner Consulting Engineers, Inc. I. THIS SAFETY VACUUM RELIEF SYSTEM IS A NON - MECHANICAL VENT SYSTEM THAT WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM CF 4.5 INCHES OF MERCURY. 2. THIS SYSTEM IS A HACKUp TO PROVIDE SUCTION RELIEF SHOULD ENTRAPFMENT OCCUR. 3. POOL AND SPA SUCTION INLETS SHALL F3E PROVIDED WITH A COVER THAT COMPLIES WITH ANSI /ASME AI12)928M 4. THE VELOCITY ON THE SUCTION SIDE OF THE CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. 5. CHECK VALVES CANNOT EE INSTALLED ON THE SUCTION SYSTEM. 6. THIS SYSTEM SHALL EE INSTALLED AND TESTED BY A QUALIFIED, LICENSED SWIi'MING POOL PROFESSIONAL. 1. THE VENT LiNE LENGTH MUST NOT EXCEED THE TOTAL LENGTH OF THE MAiN CRAIN LiNE. a. VENT OPENING MUST LSE COVERED WITH WIRE MESH SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND BACTERIA. 9. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE POOL 2 "X 24" SPILLWAY OR WALL 2" BELOW BEAM FOOL COPING WATER LEVEL 12" WALLW / *3 e6" O/C EACH WAY OR W/ 2 MATS OF *3 e 12" O/C EACH WAY. SEE TYPICAL WALL — SECTiON FOR DE TAILS SAFETY VACUUM RELEASE SYSTEM (5VR5) • 1 I" VENT LINE 2 -a" AUX. POOL DRAINS W/ ANTI - VORTEX GRATES SECURED W/ SCREWS. AUX. POOL DETAIL -1' -0 11 0 14" HIGH -1 BENCH i AUX. BEAM 4 COPING TILE OPTIONAL STEP 10' N.t.S. 2" SUCTION MAIN CRAIN 10" N.TS. 2" TO PUMP 1) U1 I- - 2" SUCTION MAIN DRAIN ENGINEERS NOTE: ENGINEER STRONGLY RECOMMENDS CONTRA FROM PLANS AS APPROVED BY THE LOCAL DEPARTMENT. HCE iS NOt R FO ERRORS RESULTING FROM FAILURE TO COMP RECOMMENDATION. RESIDENTIAL SWIMMING POOL SAFETY ACT COMPLIANCE THE (ac i as ) O CONTRACTOR 0 HOME OWNER AL,REE6 TO CCTIPLY WITH THE FLORIDA STATUTE CP THE RESIDENTIAL 8w11 8W1111I1 POOL SAFETY ACT 56, BY PROVIDING TIE FOLLOW* (CHEd< ALL THAT APPLY) 0 A E ARRIER LLHICFI ENCLOSES 11-E POOL ANO PHOVIDE6 ISOLATION FROM THE HOME THAT MEETS ALL GF THE FOLLOWING CONDITIONS. L 18 AT LEAST 49' HIGM, AND 1. IS NOT PASSABLE OR C10113 -ABLE BY SMALL CHILDREN, AND 3 16 LOCATED AROIND THE PERIMETER CP THE POOL BUT PLACED A SUFFICIENT DISTANCE FROM THE SLATERS EDGE TO PREVENT A CHILD OR FRAIL, ELDERLY PERSON FROM FALLING INTO THE POOL F THEY DO GET PAST THE BARRIER AND 4. IS NOT SITUATED CLOSE TO PERMANENT STRUCTURES OR EQUIP- MENT THAT COULD BE USED TO CLIMB OvER THE BARRIER. 0 AN APPROVED (Ae*I 346 -9V MOO. SAFETY COVER. 0 AUDIBLE EXIT ALARMS (11NFMU11 86 DECIBELS AT IOPT) INSTALLED ON ALL DOORS AND WINDOFW PROVIDING DIRECT ACCESS FRAM TIE HOME TO THE POOL 0 KELP - CLOSING AND SELF- LATCHING DEVICE, W1114 A RELEASE MECHANISM PLACED NO LOLLER THAN 54 INCHES ABOVE THE FLOOR NSTAU.ED ON ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME VENT PIPE MAXIMUM LENGTH BASED ON FOLLOUJING EQUATION ONE NP PUMP FLOW RATE 60GPMe60'TD 60GPM / (60X1.48) a 0.13369 CUBIC FEE PER SECOND. FLOW X 3 SECONDS (CODE REQUIRED) e MAXIMUM SiZE OF OPENING. 0.13369 X 3 2 0.4011 CUSIC FEET .4 474 OF i" VENT PIPE • .00545 SO FEE THE ALLOWABLE LENGTH = 0.4011 / .005 13.6 FEET THEREFORE, FOR A IHP PUMP AND I" VENT LiNE, THE MAXIMUM LENGTH OF PIPE IS 13.6 FEET T TO BUILDS BUILDING R CONSTRUCTION LY WITH THIS T 45 JOHN M. CARROLL JR PE. LICENSE • 41610 Oiu V Z 0) W W Z 3 w J (/) Z 0 U Lu z 0 co 4 co L1) J IL I.LJ J Q 0 IL 0 IJJ Z J W 0 Lf) 1) Lt n. Ill IP' 1; 1 11 IP i co D N -4 1- 1 L!) -4 0 z LL 0 N O 0 0 Z Z 0 w 0 PIPS` o (NI Ior•�u. ENGINEERS. CERTIFICATE:. I hereby certify that tie Survey of the property described - lhereott ` is tri a jrd; ` correct to the best o f • my proEci bel . as recently surd: •d Ur`c�',. . ` ?uet.tio!1 an =I that thete no ocroeciu ► tt ass hot ri or oted. AU3u$r o WINKLER CIVIL ENGINttif CIQ*T.H,MIAMI• FLOAIo LOT Lei 414 Ib IA► Ro Ei 0- Gtrcltc MENDED Aboo rding to Plat Gook.. :, 7.; the public Records of Dade errle � ro z-d .. ...,. >.. - 77.3; 7 7—. 7 " ., r :....: -7 , .a .....r, =' '.a- ,.,.�.. '. ,eps .r.r :.�,.:°< , ;,...: M� ..' . :Ye,r�^- .,r „ ; GAS, - �f :t l c . .r " (Ge-ca,L. 6 b?C. '., ) 4 a Q5_' . r4/ fe', Fly k? ? kk y.lt ices 1 r -s ..'..•••;',...""' '"1 f } n, Ar - „ - + -'r r._ •...v- r-� M r /..'*/4`a �P_ -0^ ° ^r• .^" ' • • • • • • - . ' . ----- ' , „:' , . • . • ^^•^7 ••r 4:7 •••• 1 •■ •1• 4.• • -* ••••••••••• -••"' •••••••• • • • - ' . . , . • " • " •• „ . , • • • •., ' • ,,, • • , • • • , . • ^ • , . • • ••••■•• •••••..-:••••••—• •^- •••• r•-•• •^^0 •••?'• , • . , , , , — • , . , • • • • 53 1/8' !{AX. FRAME VIDTH l� 2} 11 /---- VENT 5/16 /�— FIX LIGH D. LO. D.L.O. 6 1/4" 16 1/4" 0 18 1/4" 6 1/4" N N 1 INSTALLATION FASTENERS 33 1/2'111-0. VENT X 16 3/4' - 10 ; 3/4" 1/8" ANNEALED(DSB) FTL#1944 2100 HORIZONTAL ROLLING WIN[ OW (OX / XO) D TYPO CA TYPO CAr -, K V ATO ON (18) 109 3/4' MAX. FRAME MOTH ;�— 33 1/4 D,L:O. FIX LIGHT 16' 5 1/4' 5' INSTALLATION FASTENERS CO in 3/16" ANNEALED F R,4( 1859 2100 HORIZONTAL ROLLING WINDOW (OX / XO / XOX) X 1 1 I 14' / / 11 /� 16 1/2' � 7' ,-// �' 1/2" VA TO ON (4) 7 PROVED AS COMPLYING Yni Y 11 IRE OUTH 1.0R!DA BUILDING CODE ODUCT • ? TR L L'4;PS;GN ILDING CODE COMPLIANCE %FIE CEPrANCE NO. W O ap L as ca — : .c, ^� _j fa D g Z c " 14 EL w O F- D Q ij a ' DATE: 1- 6 -98 SCALE:12= 3/4 DWG. BY:JG 10700 - 6Y: JC31 R N(1 -Q7 - 1Q5 0 0 z (1) z 0 0) w cr 0 MATERIALS LIST ITEM NO. DESCRIPTION ALLOY/TEMP PART NUMBER COMMENTS / MANUFACTURE 1 HEAD 6063 —T6 050 -00 -366 TIFTON 2 SILL 6063 —T5 050 -00 -220 TIFTON 3 JAM 6063 —T6 050 -00 -367 ALUMAX 4 END RAIL 6063 —T6 050 -00 -102 TIFTON 5 MTG. STILE 6063 —T6 050 -00 -1 19 ALUMAX 6 VENT T /f3 RAIL 6063 —T6 051 -00 -160 TIFTON 7 VENT PULL 6063 —T6 051 -00 -165 TIFTON 8 FRAME ASSEMBLY SCREW 18 X 3/4" PHPH SMS 9 INSTALLATION SCREW SEE PG. 2 10 GLAZING BEAD 004 -00 -008 .0085 ROLL FORM /TIFTON 11 SCREEN FRAME 050 -00 -012 TIFTON 12 SCREEN MESH 13 ROLLERS SECURITY 14 SWEEP LOCK SECURTIY 15 BULB VINYL 046 -00 -050 WIBORG 16 FIAT VINYL 046 -00 -017 WIBORG 8 FLAT VINYL 046 -00 -030 WIBORG FIAT VINYL 046 -00 -038 WIBORG 19 SELL ADAPTER 6063 —T6 051 -00 -353 8.0 psf. WATER TEST 2 3/8" HT. /TIFTON 21 PILE W /FIN SEAL 047 -00 -001 AMESBURY 22 MTG. STILE SCREW 8 X 1 SMS 24 GLASS SEE ELEVATION 1 X X 3/8" WEEP HOLE 5" FROM ENDS 13 3/4" O.C. ( i) SECTION OF H.R.W. WINDOW 2 2 X P.T. WOOD BUCK OR 1' X P.T. WOOD BUCK SEE JAMB DETAIL FOR ANCHOR SPECIFICATION 3/16' DIA. TAPCON WITH 1 1/4' EMBEDMENT INTO CONCRETE APPROVED AS COMPLYING WITH Pi SOUTH FLORIDA BUILDING CODE 191'7 . BY PROD slTROL DIV 0"! BUILDING CODE COMPLIANCE Of ICE ACCEPTANCE NO.. - 0 { 2', 0 DA7E :1 -6 -98 SCALE:12= 6' DWG. BY:JG CHK. BY: 0 J08 NO. :97 -195 w 0 1 1/8' -2 X WOOD BUCK A / 1/4' MAX. SHIT! 110 SHEET METAL SCREW WITH 1 1/2' EMBEDMENT INTO WOOD (FtP.) FRAME WIDTH OMAX.) CLEAR OPENING 3� SECTION OF H.R.W. WINDOW �2 X WOOD BUCK / 1/4' MAX- SHIM 10 SHEET METAL SCREW WITH 1 1/2' EMBED46ENT INTO WOOD (1YP.) 3 16 DIA. TAPCON TH 1 1/4-' EMBEDMENT INTO CONCRETE(TYP.) 1 X WOOD BUCK r 3/8' c::. O)` r 47iib cq cq .-i 0 / I / 1,3870 At FRAME WIDTH (MAX) — CLEAR OPENING - 1,63 — C 2� SECTION OF H.R.W. WINDOW 3} 1,188 — 1,3870 1 X WOOD BUCK 3/16 D'r . TAPCON — WITH 1 1/4• EMBEDMENT INTO CONCRETE(TYP.) 0.3750 0 cu OU Ni SCHNEE MOREHEAD 5555 ADHESIVE BEDDING COMPOUND i 312 GLAZING ` t PENETRATION I� GLAZING DETAIL / FULL SCALE 0084 ROLLED GLAZING BEAD APPROVED AS COMPLYING WITH fl ' SOUTH FLORIDA BUILDING CODE DAT Fy PRODU CO ?' ROI DVS J:d 6UILD•RG C:NIE COMPLANCE O:Fi.QE ACCEPTANCE ti0. O L td r✓b 9` X 0 0 X X O `t x vJ CC ct) m O w p 0 ? O 0 < (, 0- DATE • 1 -5 -98 SGV_E:12= 6' DWC. E3Y:JG CHK. EN: JO3 NO.:97 -195 I- (XO OR OX) WINDOWS WITH GLASS DESIGN LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) 26 # of ANCHORS HEAD /SILL 2 JAMB 2 EXT ( +) 44.0 INT ( -) 110 26 1/2 44.0 110 4 2 37 44.0 110 6 2 53 1/8 60 44.0 110 6 2 44.0 96.8 6 2 74 37 38_3/8 44.0 110 4 3 44.0 110 6 3 53 1/8 44.0 95.9 6 3 60 44.0 73.0 6 3 74 37 50_5 8 / 44.0 92.4 4 3 44.0 74.2 6 66.4* 53 1 /8 44.0 78.0 6 mot 60 44.0 60.0 6 44 0 74 37 63 44.0 71.8 4 53.1 44.0 54.3 6 53 1 /8 60 44.0 50.0 6 85 44.0 44.0 6 9 74 - 97 _ XOX WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) f/ of ANCHORS EXT ( +) 44.0 INT (1 , 110 HEAD/SILL 8 JAMB 2 74 26 85 44.0 110 9 2 97 44.0 105.6 9 2 109 44.0 92.3 9 2 74 38_3/8 44.0 89.2 8 3 V 85 44.0 87.8 9 3 97 44.0 76.3 9 3 109 44.0 66.8 9 3 74 44.0 66.4* 8 85 44.0 66.4* 9 97 50 -5/8 44 0 60.1 9 109 44.0 53.1 9 74 44.0 52.4* 8 I` 85 44.0 49.8 9 97 63 44.0 46.4 9 109 44.0 44.0 _ 9 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 - VVOCAL I LEVAT .1 BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP: +6.60psf.(2 "SILL HT.) DP:( + /- )44.Opsf. ION (A) JTES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP: +6.60psf.(2 "SILL HT.) DP:( + /- )44.Opsf. NOTES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305- 820 -0550 ' ROVED AS COMPLYING WITH }}{E OUTN FLORIDA BUILDING CODE AT (liz Y E1� -C-tO 19_11 OD'UC CC 'TROL Df'V S ON Q UILD NG CODE COMPLJ.NCE OFFICE CCEPJt "C: w O 0 SCALE: U GiK. 13Y: U U C M,. E3Y:JG 1- O W O a GATE: 1 -6 -98 -IAA N!1 -07-10A 1- C 0 1 XOX WINDOWS DESIGN WITH GLASS LOAD CAPACITY 3/16" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) INT ( -) HEAD /SILL JAMB 74 26 53.3 110 8 85 53.3 110 9 97 53.3 105.6 9 I N 109 53.3 92.3 9 74 38 -3/8 53.3 89.2 8 85 53.3 87.8 9 97 53.3 76.3 9 109 53.3 66.8 9 74 53.3 64.4* 8 85 53.3 64.4* 9 97 50-5/8 53.3 60.1 9 109 53.1 53.1 9 74 52.4 52.4* 8 85 49.8 49.8 9 97 63 46.4 46.4 9 109 44.0 44.0 9 SECURITY ALUMINUM WINDOWS CO MPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 `TYIPA CA Et,EdQT OOoN (A) BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP: +8.O0psf.(2 3/8 "SILL HT.) DP:( + /- )44.Opsf. 'TES: 1. Exterior design pressures are limited by 8.O0psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. 4. *Design pressure limited by glass size. BASED ON FTL -1859 109 5/8 "X63" 3/16" ANN. WTP:+8.O0psf.(2 3/8 "SILL HT.) DP:( + /- )44.Opsf. (XO OR OX) WINDOW WIDTH (INCHES) 26 1 2 3/ 53 1/8 60 74 37 53 1/8 60 74 37 53 1/8 60 74 37 53 1/8 60 74 WINDOW HEIGHT (INCHES) 26 38 -3/8 50 -5/8 63 WINDOWS WITH GLASS AS SHOWN BELOW DESIGN LOAD CAPACITY -PSF 3/16" ANNEALED GLASS of ANCHORS EXT 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 53.3 50.5 50.0 44.0 110 110 110 1 10 96 8 110 110 95.9 APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305- 820 -0550 73.0 92.4 4 74.2 6 78.0 6 60.0 6 71.8 4 54.3 6 50.0 6 44.0 SILL JAMB 4 4 4 4 4 4 4 NOTES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. Anchor calculations based on No.10 sheet metal screws. APPROVED AS COMPLYING MTH P SOUTH FLORIDA BUILDING CODE DAl L SY_ PRODUCT CONTROL DIV S.01 BUiiDiNG CODE COMPLA,NCE OTiIC. ACC:.PTAr:CE w 0 0 U cc U CATE:.1 -6 -98 SULE:12 =6' DWG. ETY:JC U w 0 i CHK HY: 148 NO.:97 -195 0 0 X X 0 �* x` 11.1 0 cNI (XO OR OX) WINDOWS DESIGN WITH GLASS LOAD CAPACITY 1/8" ANNEALED AS SHOWN BELOW -PSF GLASS WINDOW WIDTH (INCHES) WINDOW HEIGHT (INCHES) # of ANCHORS EXT ( +) 44.0 INT ( -) 69.0 HEAD /SILL 2 JAMB 2 26 1/2 26 37 44.0 69.0 4 2 53 1/8 44.0 69.0 6 2 37 44.0 94.9 4 53 1/8 38-3/8 44.0 69.0* 6 37 44.0 64.1 4 r 53 1/8 44.0 50.0 6 50 -5/8 SECURITY ALUMINUM WINDOWS COMPARATIVE ANALYSIS HORIZONTAL SLIDING WINDOW SERIES 2100 TUJ-"EJCA ELEVATION ( BASED ON FTL -1944 53 1/8"X50 5/8" 1/8" ANN. WTP: +6.60psf.(2 "SILL HT.) DP:( + /- )50.Opsf. TES: 1. Exterior design pressures are limited by 6.60psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. *D.P. limited by glass size BASED ON FTL -1944 53 1/8"X50 5/8" 1/8" ANN. WTP: +8.00psf.(2 3/8 "SILL HT.) DP:( + /- )50.Opsf. 37 53 1/8 (XO OR OX) WINDOW WIDTH (INCHES)' 26 1/2 37 53 1/8 37 53 1/8 WINDOW HEIGHT (INCHES) 26 38 -3/8 50 -5/8 EXT (+ 53.3 53.3 53.3 53.3 53.3 53.3 50.0 69.0 69.0 94.9 69.0* 64.1 50.0 APPLIED ENGINEERING CONCEPTS, INC P.O. BOX 12 -6403 HIALEAH, FL. 33012 305- 820 -0550 WINDOWS WITH GLASS AS SHOWN BELOW DESIGN LOAD CAPACITY -PSF 1/8" ANNEALED GLASS # of ANCHORS INT ( -) HEAD /SILL JAMB 69.0 2 2 NOTES: 1. Exterior design pressures are limited by 8.00psf. water test. 2. Interior design pressures are limited to 2.5 X test D.P. 3. *D.P. limited by glass size '?ROVED AS COMPLYING WITH THE OUTH FLORIDA SUWLDING CODE r "LL 1 ROO:: C.' TROL UUD.KC CODE COMPLIANCE OFF/CE 4 CCLPTANC[ NO. -0 L'0/.0 L SC.ALE ICWG. BY:JG x 0 0 x x st o � X � °3 CO LLi o 0 _ ( NL� CL I ' DATE: 1-6-93 I CHK. 6Y: !JOB NO.:97 -195 3,00 : /YO /.U. `/.V IVO /.p, /¢ / /(A / z/ z2 z4 ,y J .I •,, �,� I //. i fs SOT VALID Alt WWI r SN:NA TI:xt AND riic ux1c1.'A1. xADLD SEAL o► 11.tSNIDA IJt•tNNED :1'x1 IXQ It - This property described as: All of Lot 20, and the East 1/2 of Lot 19, Block 101, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, according to the Plat thereof, as recorded in Plat Book 15, Page 14, of the Public Records of Dade County, Florida. FIELD DATE I SCALE PROPERTY OF: Gueliz, Inc 665 N.E. 97th Street, Miami Shores A BOUNDARY suRVLiv I hereby certify shat the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Sur eyon in chapter 61G174 Florida Administrative Code pursuant to Section 02017. Fla. Statutes The are no erwoachmmm wert.aps, easernenes appearing on tt$ Plat, ocher than as shown hetet6: p,C-., 53 n. eaor. su:vrroe M.e NUM"! 7.0. Florida 33138 1 LANNES AND (;r1RCIA. INC. LB. 4 2093 • SURVEYORS - :MAPPERS -LAND PLANNERS DRAWN 13? * J r° E.. Wit--10A # 299c Office address: 359 Afeatar Avenue. Coral t:4blcs. Florida 33134 (305) 066 -7909 1954) 523 -8663 Page 1 of 2 I A @ 0 ‘711t 1 3,00 : /YO /.U. `/.V IVO /.p, /¢ / /(A / z/ z2 z4 ,y J .I •,, �,� I //. i fs SOT VALID Alt WWI r SN:NA TI:xt AND riic ux1c1.'A1. xADLD SEAL o► 11.tSNIDA IJt•tNNED :1'x1 IXQ It - This property described as: All of Lot 20, and the East 1/2 of Lot 19, Block 101, AMENDED PLAT OF MIAMI SHORES SECTION NO. 4, according to the Plat thereof, as recorded in Plat Book 15, Page 14, of the Public Records of Dade County, Florida. FIELD DATE I SCALE PROPERTY OF: Gueliz, Inc 665 N.E. 97th Street, Miami Shores A BOUNDARY suRVLiv I hereby certify shat the survey repre- sented hereon meets the minimum technical standards set forth by the Board of Land Sur eyon in chapter 61G174 Florida Administrative Code pursuant to Section 02017. Fla. Statutes The are no erwoachmmm wert.aps, easernenes appearing on tt$ Plat, ocher than as shown hetet6: p,C-., 53 n. eaor. su:vrroe M.e NUM"! 7.0. Florida 33138 1 LANNES AND (;r1RCIA. INC. LB. 4 2093 • SURVEYORS - :MAPPERS -LAND PLANNERS DRAWN 13? * J r° E.. Wit--10A # 299c Office address: 359 Afeatar Avenue. Coral t:4blcs. Florida 33134 (305) 066 -7909 1954) 523 -8663 Page 1 of 2 f SUBMITTAL DATE: OCTOBER 11, 2001 V AV ADD STRUCTURAL W 665 S O\ A (s_k fore 9/ OHLS OWNER CONTACT: SHELLEY WITTIAK HI-- S INDEX OF DRAWN GS ARCHITECTURAL MECHANICAL CS COVER SHEET D -1 DEMO PLAN SP -1 SITE PLAN A -1 FLOOR PLAN, DECK DETAILS A -2 EXTERIOR ELEVATIONS A -3 INTERIOR ELEVATIONS, SECTION, WALL SECTIONS A -4 REFLECTED CEILING PLAN, SCHEDULES S -1 FOUNDATION, FRAMING PLANS, DETS, SCHEDULES RICHARD K. JONES, , ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS NOVA D I- 1 S OR ELECTRICAL PLUMBING NIA 305 (005-796-5365 ( :ell) 6561 SW 76TH TERRACE, MIAMI, FL 33143 \C R DA 3338 M -1 MECHANICAL PLAN M -2 DETAILS, NOTES, LEGENDS E -1 ELECTRICAL PLAN E -2 DETAILS, RISERS, NOTES, LEGENDS P -1 PLUMBING SITE PLAN P -2 PLUMBING PLAN, RISERS, DETAILS , NOTES OWNER CONTACT No.: 305— ON DEMO PLAN 1 SCALE: 1/4" = V-0" ••••••musl 11 44410.04■64■1011 , 49■0 1 —4-- REMOVE WINDOW Tr HI IL fl REMOVE WINDOW HI HI HI HI HI LJ Li STING 'BATH . 0 1 I L __ L_ r -- 1 - 1 EXISTING TOILET f RELOCATE FIXTURES AS SHOWN SHT A-1 AREA OF DEMO WORK FOR SITE DEMO SEE SHT. SP-1 .1•••••••••••■ REMOVE WALLS & BATHROOM FIXTURES EXISTING CLOSETS —REMOVE WINDOW _J REMOVE ALL DOORS AND WALLS REMOVE WINDOW REMOVE WALLS EXISTING BEDROOM OPENING FOR NEW DOOR 1•1621111111111 .111•MMINI.11•01, n • • • • • • • • ji RICHARD K. JONES ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305-663-0980 (o)05-796-5365 ( 6561 SW 76TH TERRACE, MIAMI, FL 3 APPROVALS/REVISIONS NOTES: SEAL: Richard K. Jones, MA AR C015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305-374-8525 SHEET TIRE: DEMO PLAN Job No. ..81rowing No. WITIAKD1.DM Drown 8y. RKJ Dote: 10/08/01 sccile: AS NOTED OF 1 ISE 4 121111EMEMEMIll - �- F-) | �� 7-| /-\\ �- \�/ [-} i - ^�( � �� | �� | | ( / \ ( /i- VV ( /�� WORK INCLUDES: 221 S.F ADDITION TO EXPAND EXISTING MASTER BEDROOM. RENOVATE [X|5|TNG WASTER BATH, CLOSET, AND UTILITY ROOM. RELOCATE FIXTURES IN EXISTING TOILET ROOM. INSTALL NEW WINDOWS 0WA3TER AND UTILITY ROOM. UPGRADE ELECTRICAL SERVICE AND INSTALL UNDERGROUND. ADD A/C UNIT FOR MASTER, MODIFY EXISTING A.0 UNIT AS REQUIRED. NEW WOOD DECK GP NOTE: NO NEW BEDROOMS OR BATHS HAVE BEEN ADDED. _�� \ - _ �� 4| \ 1. CONSTRUCTION WORK TO BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION, AND ALL OTHER NATIONAL AND LOCAL CODES AND ORDINANCES, LATEST EDITIONS THAT MAY APPLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFLICTS THAT MAY HAVE BEEN THEREBY AVOIDED. 3. DEVIATION FROM THESE DRAWINGS AND SPECIFICATIONS MUST BE AUTHORIZED IN WRITING FROM THE ARCHITECT'S OFFICE. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DEVIATIONS WITHOUT SUCH AUTHORIZATION. 4. PRIOR TO START OF WORK, CONTRACTOR MUST VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH THE SCOPE OF THE PROJECT AND EXISTING CONDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES AS REQUIRED FOR PROPER COMPLETION OF WORK. 8. CONTRACTOR SHALL FURNISH OWN DUMPSTER FOR TRASH AND DEBRIS STORAGE UNTIL HE CAN REMOVE SUCH FROM PREMISES. USE OF ANY EXISTING BUILDING DUMPSTER IS PROHIBITED. CONTRACTOR SHALL OBTAIN DUMPSTER PERMITS AS REQ'D. BY VILLAGE OF MIAMI SHORES OR OTHER APPLICABLE GOV'T. AGENCY. 7. CONTRACTOR 03OL[YRESPONSIBLE FOR MAINTAINING RATED WALLS AT CORRIDORS, CHASES, AND PARTY WALLS. ALL PENETRATIONS SHALL BE FIRE/SMOKE SAFED AND SEALED IN ACCORDANCE WITH CODE. 8. CONTRACTOR TO INVESTIGATE EXISTING UTILITIES TO ENSURE AGAINST ANY CONFLICTS DURING CONSTRUCTION. 9. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL PREFABRICATED ITEMS FOR ARCHITECTS/ENGINEERS APPROVAL. 10. CONTRACTOR SHALL NOT PERFORM WORK ON ANY DAY MANDATED BY THE VILLAGE OF MIAMI SHORES UNLESS PERMITTED AND WHEN ALLOWED. LEGAL [-1 | �l -7-| \ / �- .� ( � �( | �� / | ( / \ THIS PROERTY DESCRIBED AS ALL OF LOT 20 AND THE EAST 1/2" OF LOT 19, BLOCK 101, AMENDED PLAT OF MIAMI SHORES SECTION N[\4, ACCORDING TO THE PLAT TH[RE0F, AS RECORDED IN THE PLAT BOOK 15 PAC[ 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. | /~`\ /\ 7-| � | i/(.��|}(/\ �_ `-, `_, ' ^ . . �, ` l FRONT SETBACK: SIDE SETBACK: REAR SETBACK: 2 LOT SIZE: EXISTING RESIDENCE: NEW ADDITION: TOTAL RESIDENCE W/ ADDITION: BUILDING COVERAGE: EXISTING DRIVEWAY COVERAGE: NEW DECK COVERAGE EXISTING SIDEWALKS, ETC. TOTAL ADDITIONAL COVERAGE: TOTAL LOT COVERAGE: 3 OTFS \/ �� A�� 4 \ |K| �7-�, / \ / \ | |\J \ � DATA: | /4 /_- `_' ^ . . " `_' _� , ` . ' ` , 5 ALLEY 6 7 665 NE 97TH STREET 0,750 S.F. (75'x130y 2,860 S.F. 221 S.F. 3,081 S.F. 31% OF LOT 640 S.F 300 S.F 350 S.F 4,372 S.F. 45% OF LOT REQUIRED 25 FT. 10 FT. 15 FT. PROVIDED 25 FT. 10 FT. 35 FT. 8 9 10 11 12 13 14 15 16 17 18 21 22 23 24 Y 11(k\ ' � . � - Y " m— 0 - AT .-- w C) 0 m � 0 � | o w � 10'-A" SETBAC K 0 | | REMOVE 'CONC. DRIVE � no | w 1/2 L co ' ' i) m� }T o � [� 5 co EX|S7l\IC CONC. WALK TO REMAIN [XS |NG ROOF N WORK (SEE SHT A-1 FOR INTERIOR SCOPE) — — - 1 X\ST. / �- __ EP TIC EXISTING ROOF NO WORK ALLEY er — o -— o -- 0 -- m -- 0 — F � 75' AREA OF WORK 75/ PUBLIC SIDEWALK EXISTING 0RA|N[lE[D REMOVE EXISTING CONC. DRIVE UNDER NEW ADDITION 0 \E 97TH | S -FR[_El- NEYV U.G. ELECT. SERVICE EXISTING FENCE TO REMAIN NEW A|>D|T|ON LOT 20 ROOF RK ..... 11104 EX|ST|N( NO W1 FPL POLE 9 in ` ` m l0'-O" SETBACK _ ~ ^ EXIST. 5" CONC. DRIVE BUILDING SETBACK N.E. 6TH AVENUE ISTING CONC. TO REMAIN RICHARD K. JONES, /�/�// /r`/`�/ /`. u�//v�_`/ ' � 1P) ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305-683-0980 (005-796-5365 ( 6561 SW 76TH TERRACE, MIAMI, FL . APPROVALS/REVISIONS 1) PERMIT COMMENTS 11/8/01 NOTES: Z < | ^ �~1 | � ! � _^.~�� . � ~�� _ ~�/~ _`� � / | / ^ 1 | �--~x ~�^ ~~�~� ~�- --� - � ~~ � y � � ' | r `~-� | 1 - � 1 � �-- | ^~-~� ' j | �� } / y-�~� `�^ ��_' • • �� ^ �_ ___- �� | / ' ^ ( � �� » � F � / } ' ' «~--� v~-� L_-_� `�~� — �^ UL�� ~�' ' | �~�,~ � 0 �_ � � � _�_ ��. ^�� 7. �� °��' � _�- ~~~ ~�- �� -. �� ____ ^� � �--�^ � k � � co .�f- __ _ � � � F -- -~~-� ��^ l ] n < isalserr tairsonnimpiessems SEAL: ` ' , , . ' . - — 1 '__... . Richard K. Jones, MA AR 0015755 morsammormarowssimaff PROJECT: ADD. �� [~�� ,�� ,��^ 665 NE 97TH ��T�� `�`�* /�^- *v ^/ / .�,/v�-�-^ MIAMI SHORES, FLORIDA w//r``v ^/, ^,�^v'-~� OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305-374-8525 SHEET TITLE: .�� /�- SITE PLAN • ' w` uu YH�AKD1.D V�� ^ Drown 8n RKJ Doe 10/08/01 swe AS NOTED OF 1 - �- F-) | �� 7-| /-\\ �- \�/ [-} i - ^�( � �� | �� | | ( / \ ( /i- VV ( /�� WORK INCLUDES: 221 S.F ADDITION TO EXPAND EXISTING MASTER BEDROOM. RENOVATE [X|5|TNG WASTER BATH, CLOSET, AND UTILITY ROOM. RELOCATE FIXTURES IN EXISTING TOILET ROOM. INSTALL NEW WINDOWS 0WA3TER AND UTILITY ROOM. UPGRADE ELECTRICAL SERVICE AND INSTALL UNDERGROUND. ADD A/C UNIT FOR MASTER, MODIFY EXISTING A.0 UNIT AS REQUIRED. NEW WOOD DECK GP NOTE: NO NEW BEDROOMS OR BATHS HAVE BEEN ADDED. _�� \ - _ �� 4| \ 1. CONSTRUCTION WORK TO BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION, AND ALL OTHER NATIONAL AND LOCAL CODES AND ORDINANCES, LATEST EDITIONS THAT MAY APPLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFLICTS THAT MAY HAVE BEEN THEREBY AVOIDED. 3. DEVIATION FROM THESE DRAWINGS AND SPECIFICATIONS MUST BE AUTHORIZED IN WRITING FROM THE ARCHITECT'S OFFICE. THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DEVIATIONS WITHOUT SUCH AUTHORIZATION. 4. PRIOR TO START OF WORK, CONTRACTOR MUST VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH THE SCOPE OF THE PROJECT AND EXISTING CONDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES AS REQUIRED FOR PROPER COMPLETION OF WORK. 8. CONTRACTOR SHALL FURNISH OWN DUMPSTER FOR TRASH AND DEBRIS STORAGE UNTIL HE CAN REMOVE SUCH FROM PREMISES. USE OF ANY EXISTING BUILDING DUMPSTER IS PROHIBITED. CONTRACTOR SHALL OBTAIN DUMPSTER PERMITS AS REQ'D. BY VILLAGE OF MIAMI SHORES OR OTHER APPLICABLE GOV'T. AGENCY. 7. CONTRACTOR 03OL[YRESPONSIBLE FOR MAINTAINING RATED WALLS AT CORRIDORS, CHASES, AND PARTY WALLS. ALL PENETRATIONS SHALL BE FIRE/SMOKE SAFED AND SEALED IN ACCORDANCE WITH CODE. 8. CONTRACTOR TO INVESTIGATE EXISTING UTILITIES TO ENSURE AGAINST ANY CONFLICTS DURING CONSTRUCTION. 9. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL PREFABRICATED ITEMS FOR ARCHITECTS/ENGINEERS APPROVAL. 10. CONTRACTOR SHALL NOT PERFORM WORK ON ANY DAY MANDATED BY THE VILLAGE OF MIAMI SHORES UNLESS PERMITTED AND WHEN ALLOWED. LEGAL [-1 | �l -7-| \ / �- .� ( � �( | �� / | ( / \ THIS PROERTY DESCRIBED AS ALL OF LOT 20 AND THE EAST 1/2" OF LOT 19, BLOCK 101, AMENDED PLAT OF MIAMI SHORES SECTION N[\4, ACCORDING TO THE PLAT TH[RE0F, AS RECORDED IN THE PLAT BOOK 15 PAC[ 14, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. | /~`\ /\ 7-| � | i/(.��|}(/\ �_ `-, `_, ' ^ . . �, ` l FRONT SETBACK: SIDE SETBACK: REAR SETBACK: 2 LOT SIZE: EXISTING RESIDENCE: NEW ADDITION: TOTAL RESIDENCE W/ ADDITION: BUILDING COVERAGE: EXISTING DRIVEWAY COVERAGE: NEW DECK COVERAGE EXISTING SIDEWALKS, ETC. TOTAL ADDITIONAL COVERAGE: TOTAL LOT COVERAGE: 3 OTFS \/ �� A�� 4 \ |K| �7-�, / \ / \ | |\J \ � DATA: | /4 /_- `_' ^ . . " `_' _� , ` . ' ` , 5 ALLEY 6 7 665 NE 97TH STREET 0,750 S.F. (75'x130y 2,860 S.F. 221 S.F. 3,081 S.F. 31% OF LOT 640 S.F 300 S.F 350 S.F 4,372 S.F. 45% OF LOT REQUIRED 25 FT. 10 FT. 15 FT. PROVIDED 25 FT. 10 FT. 35 FT. 8 9 10 11 12 13 14 15 16 17 18 21 22 23 24 Y 11(k\ ' � . � - Y " m— 0 - AT .-- w C) 0 m � 0 � | o w � 10'-A" SETBAC K 0 | | REMOVE 'CONC. DRIVE � no | w 1/2 L co ' ' i) m� }T o � [� 5 co EX|S7l\IC CONC. WALK TO REMAIN [XS |NG ROOF N WORK (SEE SHT A-1 FOR INTERIOR SCOPE) — — - 1 X\ST. / �- __ EP TIC EXISTING ROOF NO WORK ALLEY er — o -— o -- 0 -- m -- 0 — F � 75' AREA OF WORK 75/ PUBLIC SIDEWALK EXISTING 0RA|N[lE[D REMOVE EXISTING CONC. DRIVE UNDER NEW ADDITION 0 \E 97TH | S -FR[_El- NEYV U.G. ELECT. SERVICE EXISTING FENCE TO REMAIN NEW A|>D|T|ON LOT 20 ROOF RK ..... 11104 EX|ST|N( NO W1 FPL POLE 9 in ` ` m l0'-O" SETBACK _ ~ ^ EXIST. 5" CONC. DRIVE BUILDING SETBACK N.E. 6TH AVENUE ISTING CONC. TO REMAIN DESCRIPTION OF WORK WORK INCLUDES: 221 S.F ADDITION TO EXPAND EXISTING MASTER BEDROOM. RENOVATE EXISITNG MASTER BATH, CLOSET, AND UTILITY ROOM. RELOCATE FIXTURES IN EXISTING TOILET ROOM. INSTALL NEW WINDOWS 0 MASTER AND UTILITY ROOM. UPGRADE ELECTRICAL SERVICE AND INSTALL UNDERGROUND. ADD A/C UNIT FOR MASTER, MODIFY EXISTING A.0 UNIT AS REQUIRED. NEW WOOD DECK NOTE: NO NEW BEDROOMS OR BATHS HAVE BEEN ADDED. c =RAI_ NOTES 1. CONSTRUCTION WORK TO BE IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, LATEST EDITION, AND ALL OTHER NATIONAL AND LOCAL CODES AND ORDINANCES, LATEST EDITIONS THAT MAY APPLY. 2. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. CONTRACTOR SHALL NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFLICTS THAT MAY HAVE BEEN THEREBY AVOIDED. 3. DEVIATION FROM THESE DRAWINGS AND SPECIFICATIONS MUST BE AUTHORIZED IN WRITING FROM THE ARCHITECT'S OFFICE, THE CONTRACTOR SHALL BE HELD LIABLE FOR ANY DEVIATIONS WITHOUT SUCH AUTHORIZATION. 4, PRIOR TO START OF WORK, CONTRACTOR MUST VISIT THE SITE AND BECOME THOROUGHLY FAMILIAR WITH THE SCOPE OF THE PROJECT AND EXISTING CONDITIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES AS REQUIRED FOR PROPER COMPLETION OF WORK. 6. CONTRACTOR SHALL FURNISH OWN DUMPSTER FOR TRASH AND DEBRIS STORAGE UNTIL HE CAN REMOVE SUCH FROM PREMISES. USE OF ANY EXISTING BUILDING DUMPSTER IS PROHIBITED. CONTRACTOR SHALL OBTAIN DUMPSTER PERMITS AS REO'D. BY VILLAGE OF MIAMI SHORES OR OTHER APPLICABLE GOV'T. AGENCY. 7. CONTRACTOR IS SOLEY RESPONSIBLE FOR MAINTAINING RATED WALLS AT CORRIDORS, CHASES, AND PARTY WALLS. ALL PENETRATIONS SHALL BE FIRE /SMOKE SAFED AND SEALED IN ACCORDANCE WITH CODE. 8. CONTRACTOR TO INVESTIGATE EXISTING UTILITIES TO ENSURE AGAINST ANY CONFLICTS DURING CONSTRUCTION. 9. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL PREFABRICATED ITEMS FOR ARCHITECTS/ENGINEERS APPROVAL. 10. CONTRACTOR SHALL NOT PERFORM WORK ON ANY DAY MANDATED BY THE VILLAGE OF MIAMI SHORES UNLESS PERMITTED AND WHEN ALLOWED. LEGAL � THIS PROERTY DESCRIBED AS ALL OF LOT 20, AND THE EAST 1/2" OF LOT 19, BLOCK '101, AMENDED PLAT OF MIAMI SHORES SECTION NO.4, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN THE PLAT BOOK 15, PAGE 14, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. LOCATIO 1 2 FRONT SETBACK: SIDE SETBACK: REAR SETBACK: ISCRPTLON \ MAP 3 LOT SIZE: EXISTING RESIDENCE: NEW ADDITION: TOTAL RESIDENCE W/ ADDITION: BUILDING COVERAGE: EXISTING DRIVEWAY COVERAGE: NEW DECK COVERAGE EXISTING SIDEWALKS, ETC. TOTAL ADDITIONAL COVERAGE: TOTAL LOT COVERAGE: 4 13 14 15 16 ZO\INO DATA: 5 ALLEY 6 7 17 18 665 NE 97TH STREET 8 9,750 S.F. (75'x130)' 2,860 S.F. 221 S.F. 3,081 S.F. 31% OF LOT 640 S.F 300 S.F 350 S.F 1,291 S.F. 4,372 S.F. 45% OF LOT REQUIRED PROVIDED 25 FT. 25 FT. 10 FT. 10 FT. 15 FT. 35 FT. 9 10 11 12 10' —O SETBACK EXISTING CONC. WALK TO REMAIN EXIS NC (SEE SHT A - 1 AREA OF WORK EXISTING DRAINFIELD REMOVE EXISTING CONC. DRIVE UNDER NEW ADDITION EXISTING ROOF NO W 'RK EXISTING CONC. DRIVE TO REMAIN D I TI ON SITE PLAN 1/2 L SCALE: 1/8" = 1' -0" ALLEY PUBLIC SIDEWALK NE 97TH STREET N NEW U.G. ELECT. SERVICE EXISTING �NFE rC) -Rr MAIN s FPL POLE _32) 7 0 L z w 0 1- 110' -0" SETBACK I n ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 - 663 -0980 (005 -796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL RICHARD K. JONES, A remummearum eimaimmoracimmaktilIMINIMINWIllealkilliallablkillig APPROVALS /REVISIONS nossoweanssmoursassisosassmemewainsialsomossmeassisso NOTES: SEAL: 0 f L� 0 zw � LJ a O L.LJ n c ) E cK fr.\ n 0 L_t_I F- W c, LL_cY O 0 I-- (0 < n Richard K. Jones, AIA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: SITE PLAN OWNER TELEPHONE: 305 -374 -8525 job N WITIAKD1.DWGa No. Drown By RKJ Dole 10 /08/01 Sole: AS NOTED OF 1 e 3 RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 - 663 -0980 (005- 796 -5365 6561 SW 76TH TERRACE, MIAMI, FL MIIIIIIIIMMININIIIIIIIIIIIIIIIIIIIIMINIM APPROVALS /REVISIONS 1) PERMIT COMMENTS 11/08/01 NOTES: moiler 1 f C/ I --- Ilya LL. (,) (1: d I 1 i n C/) cy • • v T oliii---1.) n 0 or:: r`" 1_,_ .. 0) W __, v) Q In ,. .-.. 0 F___co CO,. < I n n SEAL Richard K. Jones, MA AR 0015755 PROJECT: ADD. AND RENO. 665 N E 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305- 374 -8525 SHEET TITLE: EXISTING FLOOR PLAN Job No. WITIAKDLD W(iowinq No. Drown 8y: RKJ Dote: 10/08/01 Scode• AS NOTED OF 4 L•J DECK :TAILS = 1' -0" DECK DETAILS SCALE: 1/2" = V-0" EXIST. LANDING DECK FRAMING PLAN SCALE: 1/4" = 1` -0" 2 "x6" P.T. RAILING 2 "x4" P.T. 1x6 P.T. DECKING SiMR�3014 JOF5 f i�fAN W/ 6 - #8 NAILS 2 "x6" P.T. BEAM GRADE 4x4 P.T. WD. POST 12" DIA. CONC. FOOTING EXIST. CMU WALL 2x6 P.T. WD. LEDGER W/ 1/2" EXP. BOLTS 24" 0.C. STAGGER 1x6 P.T. DECKING SIMPSON JOIST HANGER W/ 6 - #8 NAILS 2 "x6" P.T. BEAM GRADE EXIST. SLAB tx6 P'. I. UEl tt11VG 2 "x6" P.T. BEAM SOIL STATEMENT: EXISTING SOIL BEARING CAPACITY IS MIN. 2000 PSI ca w N \ �- \\ 2 "x6" P.T. JOISTS PT. WD. STEPS (3) 7 "H. RISERS (2) 12 "D. TREADS 2 "x6" P.T. DECKING STAIN —� JIIV1-1 JOIST HANGER W/ 6 - #8 NAILS 2x6 P.T. WD. JOIST 4x4 P.T. WD. POST SIMPSON POST BASE ANCHOR TO EXIST. SLAB W/ 1/2" EXP. BOLTS & THRU -BOLT. CONT. 2 "x6" P.T. WD. LEDGER - ANCHOR TO CMU WALL W/ 1/2 "N EXP. BOLTS 24" O.C. STAGGER f 1 1 t !11111 111111 f EXISTING SIDEWALKS SEE SITE PLAN I w ID ' .►1 • rL i _ • UTILITY RM. • IT 11111111E0111111 m PIII I/ E �u a in E i CLOSET ( r ' . i` .\\,„ gr HUMP ACCESS EXISTING SL. DOOR -0' -7" EXIST.) 3' -6" PLAYROOM FLOOR PLAN -- OPTION A SCALE: 1/4" = 1' -O" 8 4' 0 -5 EXIST. ELEC. PNLS - SEE ELEC. DWGS. 0„ (12) L EXIST. D OR /‘ N L, TUB 3" SHWR E IS IN 4'-10 6' -0" J sirm... — DRESSING AREA 28" 3' -0" 2 CLOSET L 2'- 8" CLOSET L_ -10" ( } 0. l 3pout__ AREA OF WORK (EXIST.) EL :lO• VD (EXIST.) 02 „ D SK 1 1 1 1 1 1 c, 1 0 1 ; - )t- 8 '-1" & t- 8' -1" VAN. - 0' - 7" EXIST.) SITTING /OFFICE 8'x15' 8 It 7, „ 13' -0" BEDROOM 12'x15' r 0' -0" NEW ADD. FFL. Io.7 12- I t ""1,1110■ / 4 NEW WOOD DECK E DETAILS SHT. A -1 r "SiN -21" ADD. FFL 1 i -1 2 "x2" P.T. PICKET • • / . 1 A d DECK DETAILS SCALE: 1/2" = 1' -0" DECK DETAILS SCALE: 1/2" = 2 "x6" p.T. RAILING — t EXIST. i LANDING — I 1 SCALE: 1/4" = 1' -0" 2 "x4" P.T. 1x6 P.T. DECKING SIMPSON JOIST HANGER W/ 6 - #8 NAILS 2x6 P.T. BEAM GRADE 4x4 P.T. WD. POST 12" DIA. CONC. FOOTING SOIL STATEMENT: EXISTING SOIL BEARING CAPACITY IS MIN. 2000 PSI EXIST. CMU WALL 2x6 P.T. WD. LEDGER W/ 1/2" EXP. BOLTS 24" O.C. STAGGER 1x6 P.T. DECKING SIMPSON JOIST HANGER W/ 6 - #8 NAILS 2 "x6" P.T. BEAM GRADE -0„ 4, -0„ i 4 "x4" P.T. POST / / DECK FRAMING PLAN EXIST. SLAB 1x6 P.T. DECKING 2 "x6" P.T. BEAM // O w CJ w ■ iO `c (V CONT. 2 "x6" P.T. WD. LEDGER - ANCHOR TO CMU WALL W/ 1/2 "N EXP. BOLTS 0 24" O.C. STAGGER 2 "x6" P.T. JOISTS PT. WD. STEPS (3) 7 "H. RISERS (2) 12 "D. TREADS 2 "x6" P.T. DECKING STAIN SIMPSON JOIST HANGER W/ 6 - #8 NAILS 2x6 P.T. WD. JOIST 4x4 P.T. WD. POST SIMPSON POST BASE ANCHOR TO EXIST. SLAB W/ 1/2" EXP. BOLTS & THRU -BOLT. • • • • • • • • • • V o � o Pi moMMOMPAA x : EXISTING SIDEWALKS SEE SITE PLAN 3 PUMP ACCESS EXISTING SL. DOOR Irmo 1 I .�:�0 • IW �> rrrlrs -+ ■r _ I _ ■ UTILITY RM. 0 MEM • u I I 011111 r r -.iii 16111 ■muI , , baii L . CL�DSET ( o► /I 09 , — ;" PLAYROOM 10 ' -5 EXIST. ELEC. 111 PNLS - SEE ELEC. DWGS. 4' -10 12 EXIST. D OR 6' -0" J DRESSING AREA 03 3' -0" 1 1 CLOSET L_ 4" 1- 2'-8" 1 CLOSET 1 -0' -7" (EXIST.) -10" AREA OF WORK (EXIST.) EL: NGVD (EXIST.) 1111111111111 1. 2 1" 02 D SK SITTING /OFFICE 8'x15' l eC p' -7 (EXIST.) 8' -1" EXI. T. DO J 01 VAN. 7" n • 1 ••• 14 BEDROOM 12'x15' `f NEW ADD. FFL. IND EMT ,7 1111111' 0" \ NEW WOOD DECK SEE DETAILS ilic■ SHT. A -1 • • i • • i • • • • • • • • • 1 • • SCALE: 1/4" = 1' -0" FLOOR PLAN -- OPTION A 11' -3" -8 " „ PP 00010 7700 rw•sn sus r sO mama 13' -0" 0 ' -21 `f' N =W ADD. FFL 1 RICHARD K. JONES, ARCHITECTURAL CONSULTING 305 -663 -0980 (005- 796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL 3 APPROVALS /REVISIONS NOTES: DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS ummwommommmommr SEAL: Richord K. Jones, AIA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: Job No. WITIAKD1.DW Drown By. RKJ stole: AS NOTED awing No. Dote: 10/08/01 OWNER TELEPHONE: 305- 374 -8525 EXISTING FLOOR PLAN OF 4 / / -A 43.: – '45.! / / +\ 43.2 – x;5. . / NEW \ l / NEW \ \ WINE \ OW / - / • WINDOW \ /, / \ r V / \ / NOTE: TYPICAL INFILLED OPENINGS: FILL IN OPENING W/ 8 "CMU W/ HORIZ. REINF. – LADDER TYPE EVERY OTHER COURSE & 1 – #5 BAR VERTICAL EVERY 4' O.C. IN FILLED CELL – DOWEL 6" INTO EXIST. SLAB AND TIE BEAM ABOVE © 24" 0.0. W/ #5 BARS – SET WITH EPDXY GROUT 1 1 1 1 8' -5" F.F.L. (EXIST) O'-7" F.F.L. (EXIST.) ELEVATIONS SCALE: 1/4" = 1' -0" E A S T E L E V A T O N S O U T H E L E V A T I O N 1 _ l c 11' -0" T.O.B. ` 8 ' -5 .. T.O.B. (EXIST.) F.F.L. (ADDIT EXISTING HOUSE r l ✓ 1 L I ovairg BLOCK FILL & STUCCO OLD WINDOWS W E S T E L E V A T I O N 12" 3 " ( J- I NEW ADDITION f N O R T H E L E V A T I O N NO WORK THIS ELEVATI 1 B LOEJ< FILL I OLD WIN L 1 I I MOMS WAWA /WOW POUR NEW 8 "x8" CONC. SILL W/ 1 – #5 HORIZ. AND NEW - 8"x8" CONC. JAMBS W/ 1 – #5 VERT. (SEE TYPICAL NOTE THIS SHEET FOR INFILL NOTES) mawroaarmil 1 TIIr.CCL_- WS 1111111•111- awerallt N 1j J 1 1 1 1 1 1 r LL EXIS LL r r CONC. TILE TO MATCH EXIST. ON ti — AREA OF WORK AREA OF WORK ING HOUSE BE MOM OND 1. 1 1 1 • EXISTING HOUSE DECK a STUCCO ON CMU MATCH EXISTING. PAINT TO MATCH 15' -8" (NEW ADDITION) CONC. TILII TO MAT((I EXIST. --� 3" 1110" T. B. T.(113. (EXIST.) NEW P.T. WOOD DECK SEE DETAILS SHT. A -1 O' –O" F,L + 45.1 – 61.5 / +\ 43.: / – '45.! / N W \ WIN OW \ / \ / \ / + / NFW \ WINDOW ; \ / \ / \ / — BLOCK FILL & STUCCO (SEE TYPICAL INFILL NOTE EXISTING RESIDENCE INSTALL NEW WINDOWS AS SHOWN – PATCH & STUCCO AS RUM - --- -- AREA OF WORK 1 8' -5" T.O.B. (EXIST.) same .r— MIIIMM _m 1111110411 .•.011 sr:..rel.e n_ mama r...a ....y 1 (EXIST.) (EXIST.) L T. + 45.1 – 61.5 N DC + 41.1 – 52.t NEW P.T. WOOD DECK SEE DETAILS SHEET A -1 EW ORS SOUTH ELEVATION OF NEW ADDITION 12" L T. u l t 11' -0" T.0.13. 8' -5" T.O.B. (EXIST.) 42" H. RAIL SEE DET. SHT. A -1 F.F.L. (ADDITION) FIG. 1 RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 -663 -0980 (005- 796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL immarammosirr ommiummimemousi APPROVALS /REVISIONS 1) PERMIT REVISIONS — 11/08/01 NOTES: SEAL; OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: Job No. WITIAKD1.D Drown By. RKJ Dote: stole: AS NOTED Richord K. Jones, AIA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA EXTERIOR ELEVATIONS 10/08/01 p C' rowing No. OWNER TELEPHONE: 305- 374 -8525 a OF 4 e 3 RICHARD K. JONES, , 4\ 43.; - `45.t ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 -663 -0980 (005 -796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL 2 / / APPROVALS /REVISIONS — I / / NEW \ NOTES: ,/ NLW \ \ \ WINE, 1 \ 1 / , ` \ WINDOW \ / , / 0 / 1 ' ;—; - ✓/ w n U, LL \ • • (f) = v , no W ilil Li._ .," O < Ll = z (r) < ..._ Lo -. .v' O F ____ (.0 < (0 , n n Ilk SEAL: Richard K. Jones, AIA AR 0015755 simmemmommw PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305 - 374 - 8525 SHEET TITLE: EXTERIOR ELEVATIONS I / 1 / / 4\ 43.; - `45.t 2 / / + \43.2 - xk5.9 — I / / NEW \ ,/ NLW \ \ \ WINE, 1 \ 1 / , ` \ WINDOW \ / , / I \ ✓/ \ tobb 8 ' -5" F.F.L. (EXIST.) F.F.L. (EXIST.) ELEVATIONS S O U T H E L E V A T I O N L BLOCK FILL & STUCCO OLD WINDOWS W E S T E L E V A T I O N EXISTING HOUSE 1 E A S T E L E V A T I O N SCALE: 1/4" = 1' -0" 11' -0" T.O.B. 8'-5" l '"".a4sa T.O.B. (EXIST.) F.F.L. (ADDITION) 1 t �J LT. _ R LC.0 LOCK FILI !� S TL0 1 I OLD WINDOWS J L + 45.1 - 61.5 / / D + 41.1 - 52. \ NEW ADDITION NO WORK THIS ELEVATI aftimme . .... 111•••• .. �,.� .... ..... .a.«.. LT. N O R T H E L E V A T I O N 1 airromoOmmell 11111101* 111111111111. r. CONC. TILE TO MATCH EXIST. ON J AREA OF WORK AREA OF WORK EXIS .E. ING HOUSE BEYOND 11111111111111 11111111111111111 a +43:2 \ - 45.; \ / NEW \ WINDOW \ / \ / \ / 4/11101 ~/IIC ,cw w tit — BLOCK FILL Sc STUCCO — OLD WINDOWS NEW P.T. WOOD DECK SEE DETAILS SHT. A -1 EXISTING HOUSE J + 4712 - /45.9 / NE WINO W \ OW ,` / EXISTING RESIDENCE 1 / / / NE WINE -A43.. - `45: W \ OW / / sepoesrolo t STUCCO ON CMU MATCH EXISTING. PAINT TO MATCH 15' -8" (NEW ADDITION) INSTALL NEW WINDOWS AS SHOWN - PATCH & STUCCO AS REQ'D. 0'- 0" f DECK EXIST. DOORS 11111111101111.0•1•1•11 — ..S= .1•113•.. Ie■... — ® .Illm. nay. CONC. TILl1 Ts MAT(EI EXIST. 12" 1 3" 0 1_ 0 " 11'10"dk T. B 8'- T.(B. (EX T.) 1 1 1 1 1 1 AREA OF WORK • 8' -5" cjk T.0.8. (EXIST.) FFL. ' (EXIST.) 1 ' -9 ,. . (EXIST.) L LT. + 45.1 - 61.5 DC + 41.1 - 52. NEW P.T. WOOD DECK SEE DETAILS SHEET A -1 Ammalsossis SOUTH ELEVATION OF NEW ADDITION 12" LT. 1 3" u FTG. 11' -0" T.O.B. 8'-5" T.O.B. (EXIST.) vt: ■— 42" H. RAIL SEE DET. SHT. A -1 C-0" CY (ADDITION) i Job No. WITIAKDI.DVewi" No. Drown By RKJ Dote' 1008/01 Scale: AS NOTED OF 4 DRIP 1 1/4" WD.FASCIA MATCH EXIST. EAVES 3/4" PLYWOOD EAVE W/ CONT. SCREEN VENT. �-i FINISH GRADE ROOF ASSEMBLY MUST MEET S.F.B.C. HURRICANE REQUIREMENTS STRAIGHT INTERLOCKING SHINGLE TILE - MATCH EXIST, 2 LAYERS MOPPED ON FELT 5/8" PLYWOOD SHEATHING 3/4" STUCCO MATCH EXIST. 1" STUCCO BASE 12 "x24" CONC. FIG. W/ (3) #5 CONT. III =11 -111 =111 =111 =11 I. -- III -- III =III =1. ' 1 =1 I I I 111_I I I • • • • • TYPICAL EXTERIOR WALL SECTION SCALE: N.T.S. PITCH TO MATCH EXIST. 12 1 ,rn • • • • • • • • • • • • 00.4fil 1) 4 ‘ R -19 GATT. INSUL. 6" THK. -4 d 4 11' -0" 2" x 6" WD. TRUSSES T.O. B. 0 2' -0" O.C. - SEE STRUCTURAL 1" CONT. P.T. FIRESTOP © TOP OF WALL Sc 8' -0" O.C. MIN. - VF 'T. 8 "x12 "TIEBEAMW /4 - #5 REBARS - SEE STRUCTURAL 3/4" WD. FURRING STRIPS & RIGID INSULATION 5/8" DRYWALL 8" CMU HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE FILLED CELL WITH (1) #5 VERT © 4' -O" O.C. 1 "x2" CONT. PT. FIRESTOP BASE FLOOR FINISH 4" CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER 9570 COMPACTED FILL NORTH & SOUTH WALL - BEDROOM OPEN EAST WALL - SITTING ROOM L._ J INTERIOR ELEVATIONS SCALE: 1/4" = BEDROC STEP NEW ADDITION - BASE N 1t 24" P(EN SOFFIT SITTING IJOM EXIST. FOUNDATION BUILDING SECTION — LOOKING SOUTH SCALE: 1/4" = WEST WALL - BEDROOM ASH EL JES DESK �R B OWNER OPEN WEST WALL - SITTING ROOM NEW WALL - OPENING & BEAM SEE WALL SECTION - STRUCTURAL DRAWINGS EXIST. WALL / WINDOW OPENING EXIST. ROOF & JOISTS DESK OPEN HALL SOFFIT OPE N 24" r SOFFIT - BASE Oir H a(M( 5/8" MR GYP. BD. CLG• 5/8" GYP. OD. © ALL LOCATIONS EXCEPT BATH CERAMIC TILE 1/2" DUROCK CERAMIC TILE FL. © BATH EXISTING RESIDENCE - INTERIOR RENO. ONLY VAIN. EXIST. SLAB OPEN OPEN la* SOFFIT S1'i WR EAST WALL - BATHROOM 11 CAB. UTILIJ -Y ROC OPEN E LFA SHELVI BY OWNER L • r EAST WALL - CLOSETS / TYPICAL INTERIOR WALL SECTION SCALE: N.T.S. 2 "x4" TOP RUNNER 5/8" GYP. BD. 3 -5/8" PT. WD. STUD 16" O.C. BOTT, RUNNER EXISTING FLOOR EXIST. CMU WALLS SOFFIT OPEN STEPS M EXIST. FOUNDATION G SYSTEM BASE l W/D J WEST WALL - BATHROOM -1 OPEN WEST WALL - CLOSETS rr Jr SOUTH WALL - CLOSETS SEAL: RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305- 663 -0980 (Q)05- 796 -5365 6561 SW 76TH TERRACE, MIAMI, FL 3 APPROVALS /REVISIONS ) PERMIT COMMENTS - 11/08/01 NOTES: SHEET TITLE: morimmtssanw Richard K. Jones, AIA AR 0015755 PROJECT. ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK INTERIOR Job No. WITIAKD1.DW awing No. Drown By. RKJ Dote: 10/08/01 Scala: AS NOTED OWNER TELEPHONE: 305 - 374 -8525 ELEVATIONS OF 4 DRIP 1 1/4" WD.FASCIA MATCH EXIST. EAVES 3/4" PLYWOOD EAVE W/ CONT. SCREEN VENT. ROOF ASSEMBLY MUST MEET S.F.B.C. HURRICANE REQUIREMENTS STRAIGHT INTERLOCKING SHINGLE TILE — MATCH EXIST. 2 LAYERS MOPPED ON FELT 5/8" PLYWOOD SHEATHING 3/4" STUCCO MATCH EXIST. 1" STUCCO BASE FINISH GRADE 12 "x24" CONC. FTG. W/ (3) #5 CONT. d olpb SCALE: N.T.S. • • • 1 1 1 • TYPICAL EXTERIOR WALL SECTION PITCH TO MATCH EXIST. 12 2" x 6" WD. TRUSSES 0 2' —O" O.C. — SEE STRUCTURAL 8" x 12" TIE BEAM W/ 4 — ##5 REBARS — SEE STRUCTURAL 3/4" WD. FURRING STRIPS & RIGID INSULATION 5/8" DRYWALL 8" CMU HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE BASE FLOOR FINISH R -19 BATT. INSUL. 6" THK. FILLED CELL WITH (1) ##5 VERT ® 4' —O" O.C. 4' CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER 95% COMPACTED FILL NORTH & SOUTH WALL — BEDROOM EAST WALL — SITTING ROOM INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" NEW ADDITION BASE cJhJ r - EXIST. FOUNDATION BUILDING SECTION -- LOOKING SOUTH SCALE: 1/4" = 1' -0" N i WEST WALL — BEDROOM WEST WALL — SITTING ROOM NEW WALL — OPENING & BEAM SEE WALL SECTION — STRUCTURAL DRAWINGS EXIST. WALL / WINDOW OPENING EXIST. ROOF & JOISTS OPEN 24" EXISTING RESIDENCE — INTERIOR RENO. ONLY SOFFIT — BASE 5/8" GYP. BD. ® ALL LOCATIONS EXCEPT BATH CERAMIC TILE 1/2" DUROCK SCALE: N.T.S. CERAMIC TILE FL. ® BATH E`7�IST,,.,�SLA6 5/8" MR GYP. 130. CLG.— EAST WALL — BATHROOM EAST WALL — CLOSETS OW- 1 • TYPICAL INTERIOR WALL SECTION _m. 2 "x4" TOP RUNNER 5/8" GYP. BD 3 -5/8" PT. WD. STUD 16" O.C. BOTT. RUNNER EXISTING FLOOR • � • • • • • • 4 • - • •• _••••_ y • • • EXIS E.• C L); EXIST. FOUNDATION ELFA SHELVING SYSTEM BY OWNER OPEN BASE • • 4 4 • 51 J • • • 0 • •• • • W • • 4 4 • • 4 ••• ••• r — 1 - J WEST WALL — BATHROOM OPEN WEST WALL — CLOSETS 81 SOUTH WALL — CLOSETS RICHARD K. JONES, ARCHITECTURAL CONSULTING 305- 663 -0980 (005- 796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL APPROVALS /REVISIONS NOTES: DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS \I e 3, SEAL: Richord K. Jones, AIA AR 0015755 lommmmmomommemmir PROJECT: ADD. AND _RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: INTERIOR Job No. WITIAKD1.DWk Drown By RKJ Dote: 10/08/01 AS NOTED OWNER TELEPHONE: 305 - 374 -8525 ELEVATIONS owing No. OF 4 OPEN , b flit 1 I DRIP 1 1/4" WD.FASCIA MATCH EXIST. EAVES 3/4" PLYWOOD EAVE W/ CONT. SCREEN VENT. ROOF ASSEMBLY MUST MEET S.F.B.C. HURRICANE REQUIREMENTS STRAIGHT INTERLOCKING SHINGLE TILE — MATCH EXIST. 2 LAYERS MOPPED ON FELT 5/8" PLYWOOD SHEATHING 3/4" STUCCO MATCH EXIST. 1" STUCCO BASE FINISH GRADE 12 "x24" CONC. FTG. W/ (3) #5 CONT. d olpb SCALE: N.T.S. • • • 1 1 1 • TYPICAL EXTERIOR WALL SECTION PITCH TO MATCH EXIST. 12 2" x 6" WD. TRUSSES 0 2' —O" O.C. — SEE STRUCTURAL 8" x 12" TIE BEAM W/ 4 — ##5 REBARS — SEE STRUCTURAL 3/4" WD. FURRING STRIPS & RIGID INSULATION 5/8" DRYWALL 8" CMU HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE BASE FLOOR FINISH R -19 BATT. INSUL. 6" THK. FILLED CELL WITH (1) ##5 VERT ® 4' —O" O.C. 4' CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER 95% COMPACTED FILL NORTH & SOUTH WALL — BEDROOM EAST WALL — SITTING ROOM INTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" NEW ADDITION BASE cJhJ r - EXIST. FOUNDATION BUILDING SECTION -- LOOKING SOUTH SCALE: 1/4" = 1' -0" N i WEST WALL — BEDROOM WEST WALL — SITTING ROOM NEW WALL — OPENING & BEAM SEE WALL SECTION — STRUCTURAL DRAWINGS EXIST. WALL / WINDOW OPENING EXIST. ROOF & JOISTS OPEN 24" EXISTING RESIDENCE — INTERIOR RENO. ONLY SOFFIT — BASE 5/8" GYP. BD. ® ALL LOCATIONS EXCEPT BATH CERAMIC TILE 1/2" DUROCK SCALE: N.T.S. CERAMIC TILE FL. ® BATH E`7�IST,,.,�SLA6 5/8" MR GYP. 130. CLG.— EAST WALL — BATHROOM EAST WALL — CLOSETS OW- 1 • TYPICAL INTERIOR WALL SECTION _m. 2 "x4" TOP RUNNER 5/8" GYP. BD 3 -5/8" PT. WD. STUD 16" O.C. BOTT. RUNNER EXISTING FLOOR • � • • • • • • 4 • - • •• _••••_ y • • • EXIS E.• C L); EXIST. FOUNDATION ELFA SHELVING SYSTEM BY OWNER OPEN BASE • • 4 4 • 51 J • • • 0 • •• • • W • • 4 4 • • 4 ••• ••• r — 1 - J WEST WALL — BATHROOM OPEN WEST WALL — CLOSETS 81 SOUTH WALL — CLOSETS RICHARD K. JONES, ARCHITECTURAL CONSULTING 305- 663 -0980 (005- 796 -5365 ( 6561 SW 76TH TERRACE, MIAMI, FL APPROVALS /REVISIONS NOTES: DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS \I e 3, SEAL: Richord K. Jones, AIA AR 0015755 lommmmmomommemmir PROJECT: ADD. AND _RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: INTERIOR Job No. WITIAKD1.DWk Drown By RKJ Dote: 10/08/01 AS NOTED OWNER TELEPHONE: 305 - 374 -8525 ELEVATIONS owing No. OF 4 DOOR SCHEDULE NO. LOCATION SIZE MATERIAL TYPE FRAME SILL HARDWARE REQUIREMENTS REMARKS 0- *1- N 0 O 4'- 0 "x6' -0" ALUMINUM CASEMENT (01) SITTING / OFFICE 3'- 0 "x6' -8" WOOD FLUSH WOOD NONE PRIVACY LATCH 02 DRESSING 3' -0 "x6' -8" SOLID CORE WD. POCKET DOOR FLUSH WD - STAIN NONE PRIVACY LATCH 0) 03 CLOSET 3'- 0 "x6' -8" SOLID CORE WD. POCKET DOOR FLUSH WD - STAIN NONE BI- PARTING SEAL... 04 MASTER BATH 3'- 0 "x6' -8" WOOD FLUSH WO - STAIN NONE PRIVACY LATCH 4 05 TOILET 2'- 8 "x6' -8" SOLID CORE WD. POCKET DOOR FLUSH WD - STAN NONE PRIVACY LATCH POWDER ROOM 2'- 0 4 x6' -8" WOOD FLUSH WD - STAIN NONE PRIVACY LATCH 06 07 CLOSET 4'- 0 "x6' -8" WOOD BI -FOLD FULL LOUVER NONE NONE 08 UTILITY - A/C 4'- 6 "x6' -8" WOOD BI -FOLD FULL LOUVER NONE NONE 09 CLOSET 3'- 0 "x6' -8" WOOD BI -FOLD FULL LOUVER NONE NONE 10 CLOSET 3'- 0 "x6' -8" WOOD BI -FOLD FULL LOUVER NONE NONE ELEC. CLOSET 4'- 0 "x6' -8" WOOD BI -FOLD FULL LOUVER NONE NONE PLAYROOM 3'- 0 "x6' -8" WOOD FLUSH WD - STAIN NONE PRIVACY LATCH ® MASTER BEDROOM 6' -0 "x6'_8" WOOD -CLAD ALUM. GLASS WD. - PAINT ALUM, EXTERIOR HARDWARE AND DEAD -BOLT ONE LEAF FIXED MASTER BEDROOM 6'- 0 "x6' -8" WOOD -CLAD ALUM. GLASS WD. - PAINT ALUM. EXTERIOR HARDWARE AND DEAD -BOLT ONE LEAF FIXED CIO WINDOW / SLIDER SCHEDULE NO. SIZE MATERIAL TYPE FRAME SILL REMARKS le 0- *1- N 0 O 4'- 0 "x6' -0" ALUMINUM CASEMENT ALUM, ALUM. HURRICANE WINDOW BY PGP - SEE SHOP DRAWINGS / w cr o w 1I 1-- u ..(f) n 0 (Dc: r '" Li-- a: 0 = v) 0) < LL, --z- > En a co ��Q � � ' N \ 0 ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305- 663 -0980 (005-796-5365 6561 SW 76TH TERRACE, MIAMI, FL VARIES 0i \ le 0- *1- N 0 mount RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305- 663 -0980 (005-796-5365 6561 SW 76TH TERRACE, MIAMI, FL APPROVALS /REVISIONS NOTES: / w cr o w 1I 1-- u ..(f) n 0 (Dc: r '" Li-- a: 0 = v) 0) < LL, --z- > En a co ��Q � � Z , . ..., . ____ n n Q _ , „ .. ..._ ... . SEAL... Richard K. Jones, AIA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305- 374 -8525 SHEET TITLE: REFLECTED CEILING PLAN Job No. WITIAKDl.p 1�lp�owing No. Dr.""`" By. RKJ 4 Dote: 10/08/01 Scale: AS NOTED 4 SCALE: 1/4" = 1' -0" REFLECTED CEILING PLAN COLUMN SCHEDULE TC -1 8 "x12" 4 - #5 BARS W/ #3 TIES 0 12" O.0 TC -2 FILLED CELL 1 - #5 BAR IN FILLED CELL (DOWEL INTO EXIST. W/ EPDXY GROUT WHERE CALLED ON PLANS) BEAM SCHEDULE TB -1 8 "x12" 2 - #5 BARS TOP AND BOTT. W/ #3 STIRRUPS 0 12" O.C. B -1 8 "x16" 2 - ##6 BARS TOP AND BOTT. W/ #3 STIRRUPS 0 8" O.C. FOOTING SCHEDULE WF -24 12 "x24" 3 - #5 BARS TOP AND BOTT. EDGE SLAB OR SEAM 5/8" CDX PLYWOOD PLYWOOD DIM CALE: 3/4" = 1'-0" SCALE: N. T.S. • WOOD TRUSS SEE PLAN OPENING: WINDOW OR DOOR SLAB OR BEAM STAIR DETAIL C • Lu_it - Fr "=1. -z - -- F PLYWOOD ROOFING NAILING PLAN SCALE: I /4' = I' -d" -• 10d NAILS © 4" O.C. DROP SLAB OR BEAM SOFFIT AS REQD. TO ACCOMODATE OPENING PROVIDE ADDITIONAL 2 # 5 BOT. AND # 3 © 12 TIES #4 BAR 0 EA. NOSE a J 10d NAILS 0 6" 0.C. CONC. BEAM SEE PLAN MINIMUM 2X8 FACIA. SEE ARCH'L 2- 16d NAILS AT FACIA. TYP, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10d ®4" NAIL BOTH PANELS AT LAP ENDS TB -1 COORDINATE LOCATION AND GEOMETRY OF OPENING'S WITH ARCHITECTURAL DRAWINGS. PROVIDE 1 # 5 IN CONCRETE FILLED CELL ADJACENT TO OPENING 8" CMU WALL WF -24 .HALL FRAMING AT WINDOW /DOOR OPENINGS 4" CONC. SLAB W/ 6x6 COMPACTED FILL \/\ , \/ • . ; , A /\ 74/ \;\ ..\\/\ //..„ / s/ A ,‘ GRADE 3/4" PLYWOOD 2X4 DIAGONAL BRACES WITH 2— 10d NAILS AT HORIZONTAL BRACE �--- CEILING HIGH HATS 1. SPACE DIAGONAL BRACING AT MAX. 20' 0.C. ALONG DEPTH OF BUILDING 2. SEE PLAN FOR BRACE LOCATION DIAGONAL BRACING ALONG BLDG. DEPTH SCALE: 3/4" 11 -0 T.O.B. 4" CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER F.F.L. 95% COMPACTED FILL 2X4 X 8' TOP CHORD HORIZONTAL BRACE LAP 2' NAIL TO TRUSS CHORD WITH 2— 10d NAILS WF -24 12 "x24" CONC. FTG. W/ (3) #5 CONT. TB -1 8 "x12" TIE BEAM W/ 4 - REBARS 2X4 CONT. BOT CHORD HORIZONTAL BRACE LAP 2' NAIL TO TRUSS CHORD WITH 2— 10d NAILS 12 WF -24 12 "x24" CONC. FTG. W/ (3) #5 CONT. REMOVE EXIST. EAVE EXTENSION 8" CMU W/ NO. 9 GA. HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE _ 8 "x16" BM. W/ (2) #6T &BAN #3 STIRRUPS 8" 0.C. (B -1) EXTERIOR WALL DETAIL A 5/8" PLYWOOD SHEATHING W/ 10d NAILS © 6" 0.C. INT. & 4" 0.C. BOUNDRY USP TAPL -16 HURRICANE STRAP --- --��. .�'� 0 EA. TRUSS .. t� PI �s Y f1 cl 111 n Ili INN IN I 1 EXTERIOR WALL DETAIL B SCALE: 1/2" ROOF TRUSS x 6 WD. TRUSS © 2' -0" 0.C. 5/8" PLYWOOD SHEATHING W/ 10d NAILS 0 6" 0.C. INT. & 4" 0.C. BOUNDRY USP TAPL -16 HURRICANE STRAP 0 EA. TRUSS A •--- EXIST. CMU WALL �l TIE COL. DET. SCALE: TB -1 8" x 12" TIE BEAM W/ 4 - #5 DOWEL INTO EXIST. REBARS (TB -1) FOUNDATION T.O.B. EXIST. 2 "x10" JOISTS 0 16" 0.0. EXIST. 4" CONC. SLAB -0'- F.F. L. 95% COMPACTED FILL EXISTING 10 "x16" CONC. FTG. DOWEL NEW FTG INTO EXSIT. W/ #5 DOWELS 6" O.C. - EPDXY GROUT 2" x 6" WD. TRUSSES 0 2'-0" 0.C. 8" CMU W/ NO. 9 GA. HORIZONTAL REINF, EVERY OTHER COURSE LADDER TYPE FILLED CELL WITH (1) #5 VERT © 4' -0" 0.C. 4" CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER 95% COMPACTED FILL EXIST. FOUNDATION AND CMU WALL DOWEL INTO EXIST. FOUNDATION HORIZONTAL REINFORCING 16" O.C. - EXTEND INTO TIE COL. (4 EVERY 2 COURSES 4 - #5 VERT W/ #3 TIES 012" 0.C. HORIZONTAL REINFORCING EXTEND INTO TIE COL. TRUSS PROFILE score i/r = 1 - NOTES: FILLED CELL D TIE DM. CORNER DET. SCALE: 1" WF -24 13' -0" WF -24 44- FOUNDATION PLAN SCALE: i /a' = Y -o' 2 "x6" COLLAR TIES 0 EA. RAFTER 0" FILL CELL W/ CONC. 1 - #5 EXTEND #5 INTO TIE BEAM, SLAB, & FOOTING. LAP ACCORDING TO S.F.B.C. DO 24 x BAR. SPLICE LAP 48 BAR DIA. 4" CONC. SLAB ON 95% COMP. FILL W/ 6x6 W.W.M. & 4 MIL N VAPOR BARRIER TC -1 TC- 2 0 TC -2 TC -1 • FOR ROOF PITCH SEE SECTION /DETAILS (1 TO 3 RATIO OR MATCH EXIST. PITCH) • TRUSSES SPACES AT 2' -0 ". • ALL WOOD FRAMING TO BE 2x. ALL FILLER TRUSSES AND FRAMING TO BE SECURED BY MIL HANGERS, GUSSET PLATES, & RAFTER HANGERS. • CROSS BRACING TO BE 2 x 4 MEMBERS. • EXTEND WOOD FRAMING 4' -0" TO ATTACH TO EXIST. TRUSSES. USE MTL GUSSET PLATES. NOTE: • TRUSS MANUFACTURER OR SPECIALTY ENGINEER TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL & BLDG. DEPARTMENT SETBACK LINE (6) 10d NAILS 0 EA. CONNECTION SCALE: 1" = 1' -0" 2 "x 6" JOISTS © 2' -0" 0.C. SEE NOTES BELOW UPLIFT: 1264# GRAVITY: 1040# TIE BEAM BELOW UPLIFT: 1320# GRAVITY: 1560# EXIST. TIE BEAM BELOW TIE BEAM CORNER BAR - 5' LONG #5 BAR BENT 48" IN EACH DIRECTION SOIL STATEMENT: EXISTING SOIL CONDITION IS ESTIMATED TO BE A MINIMUM OF 2000 PSI UPON VISUAL INSPECTION. EXIST. ROOF LINE BELOW •, — UPLIFT: 632# GRAVITY: 520# Mole w — res10 a.r ROOF FRAMING PLAN SCALE: 1/4" -0" RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 - 663 -0980 (0)05- 796 -5365 6561 SW 76TH TERRACE, MIAMI, FL APPROVALS /REVISIONS PERMIT COMMENTS — 11/$/01 NOTES: SEAL: 0 < 111 CJ o O 7 I� IcO W r) &f: 1 c j r n 0 O I-�< c0 n n Richard K. Jones, AlA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK SHEET TITLE: STRUCTURAL Job No. WITIAKS1,DWti No, Drown By. RKJ Dote: 10/02/01 Scale: AS NOTED OWNER TELEPHONE: 305- 374 -8525 OF 1 e 3 COLUMN SCHEDULE TC -1 8 "x12" 4 - #5 BARS W/ #3 TIES © 12" O.0 TC -2 FILLED CELL 1 - #5 BAR IN FILLED CELL (DOWEL INTO EXIST. W/ EPDXY GROUT WHERE CALLED ON PLANS) BEAM SCHEDULE TB -1 8x12 2 - #5 BARS TOP AND BOTT. W/ #3 STIRRUPS © 12" O.C. B -1 8 "x16" 2 - #6 BARS TOP AND BOTT. W/ #3 STIRRUPS © 8" O.C. FOOTING SCHEDULE WF -24 12 "x24" 3 - #5 BARS TOP AND BOTT. PLYWOOD DIM EDGE B OR .M 5/8" CDX PLYWOOD 1 WOOD TRUSS SEE PLAN • SLAB OR BEAM .17.71.V3 OPENING: WINDOW OR DOOR — ri 10d NAILS © 6" O.C. CONC. BEAM SEE PLAN MINIMUM 2X8 FACIA. SEE ARCH'L 2- 16d NAILS AT FACIA. TYP. 10d NAILS © 4" O.C. / I" PLYWOOD ROOFING NAILING PLAN SCALE: I/4" = DROP SLAB OR BEAM SOFFIT AS REQD. TO ACCOMODATE OPENING PROVIDE ADDITIONAL 2 # 5 BOT. AND # 3 © 12 TIES CL co 10d © 4" NAIL BOTH PANELS AT LAP ENDS TB -1 8" CMU WALL WF -24 \LL FRAMING AT WINDOW DOOR OPENINGS 0" SCALE: N.T.S. L• / \ / \ \ r\ / ,//5 BA 8" O.0 \ \' \\;\ \\\ \\ \ 3" CLR. STAIR DETAIL C • #4 BAR 0 EA. NOSE COMPACTED FILL COORDINATE LOCATION AND GEOMETRY OF OPENING'S WITH ARCHITECTURAL DRAWINGS. PROVIDE 1 # 5 IN CONCRETE FILLED CELL ADJACENT TO OPENING 4" CONC. SLAB W/ 6x6 W.W.M. GRADE 2X4 DIAGONAL BRACES WITH 2— 10d NAILS AT HORIZONTAL BRACE ` CEILING HIGH HATS 1. SPACE DIAGONAL BRACING AT MAX. 20' O.C. ALONG DEPTH OF BUILDING 2. SEE PLAN FOR BRACE LOCATION DIAGONAL BRACING ALONG BLDG. DEPTH SCALE: 3/4" = 1' - 1 T.O.B. REMOVE EXIST. EAVE EXTENSION 4 CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER F.F.L. 95% COMPACTED FILL X WF -24 12 "x24" CONC. FTG. W/ (3) #5 CONT. TB -1 8 "x12" TIE BEAM W/4 -#5 REBARS 2X4 X 8' TOP CHORD HORIZONTAL BRACE LAP 2' NAIL TO TRUSS CHORD WITH 2— 10d NAILS FINISH GRADE WF -24 12 "x24" CONC. FTG. W/ (3) #5 CONT. 12 2X4 CONT. BOT CHORD HORIZONTAL BRACE LAP 2' NAIL TO TRUSS CHORD WITH 2— 10d NAILS SCALE: 1/2 = 1 8" CMU W/ NO. 9 GA. HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE 8 9 x16" BM. W/ 8" #6 T & B ANi�`� #3 STIRRUPS 8 O.C. (B -1) ROOF TRUSS 2 x 6' WD. TRUSS © 2' —O" O.C. 5/8" PLYWOOD SHEATHING W/ 10d NAILS © 6" O.C. INT. Sc 4" O.C. BOUNDRY --.---- EXIST. CMU WALL EXTERIOR WALL DETAIL A scale i /z' = Y -a' 5/8" PLYWOOD SHEATHING W/ 10d NAILS © 6" O.C. INT. & 4" O.C. BOUNDRY 0 EA. TRUSS USP TAPL -16 HURRICANE STRAP --- 12 3 EXTERIOR WALL DETAIL B TIE COQ. DEJ . _ _ (f iq — 1) SCALE: 1" = r -o USP TAPL -16 HURRICANE STRAP © EA. TRUSS TB -1 8" x 12" TIE BEAM W/ 4 - 5 DOWEL INTO EXIST. REBARS (TB -1) FOUNDATION T.O.B. EXIST. 2 "x10" JOISTS © 16" O.C. 8" CMU W/ NO. 9 GA. HORIZONTAL REINF. EVERY OTHER COURSE LADDER TYPE EXIST. 4" CONC. SLAB 2" x 6" WD. TRUSSES © 2' -0" O.C. -0'L. DOWEL INTO EXIST. F.F'L. FOUNDATION 95% COMPACTED FILL EXISTING 10 "x16" CONC. FTG. DOWEL NEW FTG INTO EXSIT. W/ #5 DOWELS 6" O.C. - EPDXY GROUT FILLED CELL WITH (1) #5 VERT © 4' -0" O.C. 4" CONC. SLAB W/ 6x6 W.W.M & 4 MIL VAPOR BARRIER 95% COMPACTED FILL EXIST. FOUNDATION AND CMU WALL HORIZONTAL REINFORCING 16" O.C. — EXTEND INTO TIE COL. ® EVERY 2 COURSES 4 - #5 VERT W/ #3 TIES ©12" 0.C. HORIZONTAL REINFORCING EXTEND INTO TIE COL. TRUSS PROFILE C 4" CONC. SLAB ON 95% COMP. FILL W/ 6x6 W.W.M. & 4 MIL N VAPOR BARRIER FILLED CELL DET.TC-2 SCALE: 1" = 1' -0' TC -2 WF -24 13' -0" 2 "x6" COLLAR TIES © EA. RAFTER FOUNDATION PLAN SCALE: iµ' _ ,' -o• i TC -1 TC -2 N TC -2 TC -1 NOTES: • FOR ROOF PITCH SEE SECTION /DETAILS (1 TO 3 RATIO OR MATCH EXIST. PITCH) • TRUSSES SPACES AT 2' -0 ". • ALL WOOD FRAMING TO BE 2x. ALL FILLER TRUSSES AND FRAMING TO BE SECURED BY MTL HANGERS, GUSSET PLATES, & RAFTER HANGERS. • CROSS BRACING TO BE 2 x 4 MEMBERS. • EXTEND WOOD FRAMING 4' -0" TO ATTACH TO EXIST. TRUSSES. USE MTL GUSSET PLATES, NOTE: • TRUSS MANUFACTURER OR SPECIALTY ENGINEER TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL & BLDG. DEPARTMENT FILL CELL W/ CONC. 1 - #5 EXTEND #5 INTO TIE BEAM, SLAB, & FOOTING. LAP ACCORDING TO S.F.B.C. DOWEL 24 x DIA. OF BAR, SETBACK LINE (6) 10d NAILS © EA. CONNECTION a 1 36" • TIE QM. CORNER DET. SCALE: UPLIFT: 1264# GRAVITY: 1040# TIE BEAM BELOW UPLIFT: 1320# GRAVITY: 1560# EXIST. TIE BEAM BELOW 2 "x 6" JOISTS © 2' -O" 0.C. SEE NOTES BELOW J 6r • • • • y _ TIE BEAM CORNER BAR - 5' LONG #5 BAR BENT 30" IN EACH DIRECTION EXIST. ROOF LINE BELOW v • • • • v •• ___ ra •• •• •• •• •• • • y • • • ° • • • • • UPLIFT: 632# GRAVITY: 520# ROOF FRAMING PLAN RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 - 663 - 0980 (005 796 - 5365 6561 SW 76TH TERRACE, MIAMI, FL APPROVALS /REVISIONS NOTES: SEAL: • O I- < 1I > C�) �--- 0 w - W O W 1 1 (f) LL (f) w • r L z O z z O (0 n n Richard K. Jones, AIA AR 0015755 PROJECT: AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: WILLIAM WITIAK OWNER TELEPHONE: 305- 374 -8525 SHEET TITLE: STRUCTURAL ,lob No WITIAKS1.D Drown By: RK J `^ ` Dote: 10/02/01 Scala: AS NOTED owing No. OF 1 AI r 3 A 143 HVAC LEGEN DESIGNATION fOR DIFFUSER LETTER AND all QT THERMOSTAT 1=3- NEW DucrWOzc [ { 11 III: NEW FLEXIBLE DUCTWORK LA X J: ELBOW WITH 'TURNING VANES RETUF:1\1 DIPUER SUPPLY GRILLES CEILING DIPPUSERS u/c --Ar UNDER CUT 1 _: :� TIGHT DOOR— Nj-6x6 ` U [1\ ^ 8OO1 TO EXISTING A/C EXISTING AHU HVAC PLAN SCALE: 1/4" = 1' -0" 1 i .1 J. EXISTING EXHAUST FAN TO REMAIN !STING / XHAUST AN TO / / -REMAIN BATHROOM 6x6 EXISTING CONDENSING UNIT A _ -J r __ 4 "0 ROOF NI DRESSIN(_; AREA A \50) L TO AP; 50 > ,NEW CONDENSING UNIT i MHO/OFFICE/ B \125 • 1 ' l 15' at( T111''" - ■ MID E O • • • • • • • _ • • • • • • • f o - -- -- } - -" - -�— o- -o- -�— o— o • • 0 • • • e _ J 4 • 0 • • , • • • • J • •.: PREPARED BY C I Engineering Inc. 13780 S.W. 66th. Street, Suite 215 Miami, Florida 33175 Bus. (305) 383 -8989 FAX (305) 383 -9949 E- -MAIL: uc i®ucieng.co m, R. J. MIRANDA PE NO. 35679 DAVID A. BELSKY PE NO. 37234 Professional Electrical /Mechanical Engineers RICHARD K. JONES, AIA ARCHITECTURAL CONSU.TINQ D CONSTRUCTION + � P1 V ADIa 18TRATION 305-e83 -0980 (0) 305 - 796-63816 (04 6641 SW 76Th T> ACE, MME, FL 33143 HOT IM z O F- 4‹ UJ O z�° z w o cc et MI" w z 0)o Q can z Qto O I= o fg D Mahoni K Joao+, ALA Aft C.C2•163 ADD. AND RENO. 665 NE 9TTH STREET MIAMI SHORES, FLORIDA Melt GCNtACT• WILLIAM UMIAK MEV ME. HVAC PLAN Job H` 0103 -101 ` DIM °y' N Otto 09/16/01 Lloatw V4 "'1, -0° No CLUB ro. a et 305- 314 -8525 • • . .. • • • • A/C SCHED •. • UNIT NUMBER AHU-1 DIFFUSER SIZE PATTERN SUPPLY CFM/ 0/A CFM 800 /0 COMMENTS AO SENSIBLE CAPACITY, BTU /HR. C 17,700 1 2x8 FIRE RATED ENCLOSURE TOTAL CAPACITY, BTU /HR. 24,200 HV —OB HEATER CAPACITY (KW.) 5.0 8x4 AIR TEMP. CONDENSER 95'F X HV —O8 AIR TEMP. ENT. EVAP., DB /WB 80/67 COND. FLA. 11.9 EVAP. MOTOR FLA. 2.0 VOLTAGE, PHASE 240/1/60 CONDENSING UNIT MODEL 38TRA024 -3 0 A.H.U. MODEL FA4ANF024 1 0x4 MANUFACTURER CARRIER HV —OB UNIT TYPE SPLIT, DX SEER OR EER 12 SEER RA —AG REFRIGERANT TYPE R -22 REFRIGERANT CHARGE(LBS.) - COND.UNIT WEIGHT (LBS.) 200 UNIT DIMENSIONS (LXWXH) 22x15x43 SUPPLY / RETURN AIR DIFFUSER SCHEDULE DIFFUSER # NECK SIZE AS SHOWN DIFFUSER SIZE PATTERN MANUFACTURER CATALOG # COMMENTS AO SMOKE DAMPERS 1 2x8 FIRE RATED ENCLOSURE AIR GUIDE HV —OB CB FIRE STOPPING 8x4 SMOKE CONTROL X HV —O8 © 8x4 HV —OB 6x6 AVP —S -013 0 1 0x4 HV —OB O 10x4 RA —AG HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ENCLOSURE X FIRE RATED ROOF /FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X GENERAL NOTES A— SCOPE OF WORK WORK SHALL INCLUDE ALL LABOR, EQUIPMENT, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE FURNISHING OF ALL AIR CONDITIONING, HEATING AND VENTILATION WORK AS SHOWN ON DRAWINGS, HEREIN SPECIFIED AND /OR EQUAL EQUIPMENT SUBMITTED FOR APPROVAL. B1 —AIR CONDITIONING SYSTEM OF SPLIT TYPE SHALL CONSIST OF CONDENSING UNIT AND AIR HANDLING UNIT AS INDICATED ON DRAWINGS. SYSTEM SHALL BE PROVIDED COMPLETE WITH FRAMES AND ENCLOSURES, WIRING, NECESSARY CONTROLS REFRIGERANT CHARGE AND OIL CHARGE, STRIP HEATER, INTERCONNECTING PIPES AND FILTER BOX. REFRIGERANT LINES SHALL BE OF COPPER OF THE PRE CHARGED, PRE — INSULATED TYPE FURNISHED AND SIZED BY SUPPLIER OF EQUIPMENT.PROVIDE SMOKE DETECTORS TO SHUT OFF UNIT. C— GUARANTEE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE COVERING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. D— FIRE DAMPERS /SMOKE DAMPERS FIRE DAMPERS /SMOKE DAMPERS AS APPROVED BY LOCAL GOVERNING AUTHORITIES SHALL BE INSTALLED IN ALL DUCTWORK PASSING THRU A FLOOR, ROOF, FIRE PARTITION OR FIRE WALL ( PROVIDE ACCESS) REQUIRED BY BUILDING CODES. E— CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR CON— DITIONING SUPPLY AIR OUTLET, AS PER SCHEDULES & DRAWINGS, SYSTEMS SHALL BE BALANCED AGAINST THE ACTUAL INSTALLED STATIC PRESSURE. F— BEFORE SUBMITTING HIS FINAL PROPOSAL, THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT HIS WORK AS HE WILL BE RESPONSIBLE FOR ANY ASSUMPTIONS MADE BY HIM IN REGARDS THERETO. G— ANY APPARATUS, APPLIANCE, MATERIAL, WORK OR INCIDENTAL ACCESSORIES OR MINOR DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED SHALL BE PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. H— DUCTWORK 1) DUCTWORK SHALL SE FIBER BOARD FOR ALL INDOOR AIR CONDITIONED SUPPLY AND RETURN DUCTWORK. SHEET METAL DUCTS SHALL BE USED FOR EXHAUST, AND NON — CONDITIONED OUTSIDE AIR INTAKE. EXTERIOR (EXPOSED TO WEATHER) AIR CONDITIONED SUPPLY & RETURN DUCTS SHALL BE INTERNALLY INSULATED SHEETMETAL (R -8 MIN.) MADE TOTALLY WATER PROOF. 2) GLASS FIBER DUCTWORK SHALL BE "OWENS CORNING" RECTANGULAR DUCT SYSTEM TYPE HD— FR OR EQUAL, 1.5 IN. INSULATION R -6.5, CONFORMING TO APPLICATION MANUAL PUB. # 5 —GL -2024 Sc DESIGN GUIDE, PE). # 5 —IN -2617 FOR ALL ATTIC CONDITION SPACES. NON —ATTIC CONDITIONS 1.0 IN. INSULATION(R -4.2) CONFORMING TO MANUALS PUB. #5 —GL -2024 & & DESIGN GUIDE, PB. # 5 —IN -2617. 3) METAL DUCTS SHALL 13E IN ACCORDANCE WITH LATEST ISSUE OF THE LOW VELOCITY DUCT CONS— TRUCTION STANDARDS, PUBLISHED BY THE "SHEET METAL AND AIR CONDITIONED CONTRACTORS NATIONAL ASSOCIATION, INC." AND THE LATEST PUBLICATION OF GUIDE & DATA BOOK OF THE AMERICAN SOCIETY OF HEATING, VENTILATING AND AIR CONDITIONING ENGINEERS. 1— CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL COSTS INCURRED RESULTING FROM SUBSTI— TUTION OF EQUIPMENT AS WELL AS THE PERFORMANCE AND SPACE REQUIREMENTS OF SUCH EQUIPMENT. J— VIBRATION ISOLATION PROVIDE SUPPORTS OR MOUNTS FOR ALL EQUIPMENT LOCATED WITHIN THE BUILDING STRUC— TURE POWERED 13Y ONE HORSEPOWER OR LARGER MOTOR. FLEXIBLE PIPING CONNECTIONS SHALL BE PROVIDED FOR ALL PIPING CONNECTED TO EQUIPMENT MOUNTED OR SUPPORTED BY VIBRATION ISOLATORS. K— TESTS ALL TESTS SHALL BE PERFORMED AS REQUIRED DURING THE DIFFERENT STAGES OF WORK AND A FINAL 24 HOUR MINIMUM RUNNING TEST SHALL BE DONE AFTER ALL OTHER TESTS AND BALANCING OPERATIONS HAVE BEEN DONE. L— CONDENSATE PIPING CONDENSATE PIPING SHALL BE OF PVC SCHED. 40, EXCEPT INSIDE A/C PLENUM SPACES WHERE COPPER PIPING SHALL BE INSTALLED. M— TEST & BALANCE TEST AND BALANCE OF ALL EQUIPMENT SHALL 13E PERFORMED BY AN INDEPENDENT TEST AND BALANCE COMPANY WITH A MINIMUM OF 5 YEARS EXPERIENCE IN PROJECTS OF THIS SIZE OR LARGER. THREE COPIES OF THE TEST AND BALANCE REPORT SHALL 13E SUBMITTED TO THE ENGINEER FOR REVIEW. SUPPLY DUCT 1" GALV STRAP ANGLE UNDER DUCT <? SPIN IN COLLAR W/ DAMPER WRAP TOPS OF CEILING DIFFUSER FIN. CLG. DUCT CONNECTIONS TO CEILING DIFFUSERS DETAIL NO SCALE 1 - 1 /2" GALV. STRAP W /INSULATION SADDLE UNDER DUCT (TYP.) FLEX. UL 181 DUCT PANDUIT STRAP CEILING DIFFUSER CONDENSING UNIT CONCRETE PA ISOMODE PAD (TYP.) AIR RETURN UNIT WALL FLOOR CONDENSING UNIT MOUNTING DETAIL N.T.S. BACKDRAFT DAMPER — RETURN AIR DUCTWORK 0,G. �� DRAIN L NEOPRENE PADS ANGLE IRON FRAME SUPPORT WITH DIAGONAL BRACING DETAIL PLAN N.T.S. VERIFY AT SITE CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND . HURRICANE FORCE WINDS 45' SOLDERED ELBOW AT BOTH ENDS PVC SCH.40 PIPE 2 PIPE DIA. OVER DIA. OF COPPER TUBING • A/C UNIT AIR FLOW DETAIL AT ROOF CAP N.T.S. UNE OF BLDG. CONCRETE SLAB FOUNDATION ROOF CAP EXHAUST DUCT EXHAUST /FAN SOFT COPPER REFRIGERANT PIPING UNDERGROUND CEILING CAULK UNES WITH ELASTOM ERIC MATERIAL AT BOTH ENDS. SUPPLY AIR DUCT COMMON WALL FAN SECTION REFRIGERANT PIPES FROM COND. UNIT COIL SECTION FILTER 45 ELBOW / 1 -1/2' DEEP EMERGENCY DRAIN PAN AIR HANDLING UNIT MOUNTING DETAIL N.T.S. • • • u_ • • • .. , • • • • • - .• • .• FAN SCHEDULE FAN NO. CFM SP. HP VOLTS /PHASE MODEL EF -1 49 0.1" 120V/10 SP -5 MFR. GREENHECK ACCESSORIES • • PREPARED BY C I Engineering Inc. 13780 S.W. 66th Street, Suite 215 Miami, Florida 33175 Bus. (306) 383 -8989 FAX (306) 383 -9949 E- -MAIL• uciaucieng.com R. J. MIRANDA PE NO. 35579 DAVID A. BELSKY PE NO. 37234 Pro Electrical /Mechanical Engineers - ARCHMECTURAL CONSULTING 0E8I N + CADO PRODUCTION CONr fl )C ION ADMINISTRATION BULDNO INSPECTIONS 306- 663-GG (o) 346 - 706-5 (ceO 66618W 7611i TERRACE, MIAM, R. 30143 RICHARD K. JONES, AIA APPROVAI.EMENINONS z O < W O OF;A Z WHO W la EL et 02 c Z aC �n sa 0 F- E D R►dwd K Jaw*, ALA AR Melba ADD. AND RENO. 665 NE 97111 STREET MIAMI SHORES, FLORIDA 00kER CONTACT, MIER TELEFOCtifs WILLIAM WITI#I( 305.314 -8525 ear Tntr, HVAC PLAN ` H o 0109 -101 a Ho. Dray" Nereyda 09x16/01 6 1/4 "•I' -0" 2 ELECTRICAL PLAN SCALE: 1/4" = --- t0 OTI -IER FLOODS FLOODS Lt. C -60 � rci.s r i D C 42,4 C -15 C -18 C -18 C -18 C -1,3 C -15 C -15 T V 12" . APP. C *C-15 EXIST. 100 A. DISC. TO REMAIN G.P.I, C }13 NEW A1-1U-1 EXIST. ANu r -- 1 VP C -16 NEW U.G. CONDUIT TO EXIST. PANELS EXIST. PNL - "A" TO REMAIN. EXIST. PNL - "B" TO REMAIN. 1 C -I6 C -1 C -16 C GJ -23 c -18 T (C-23 -16 C -18 1 C -I C -11 NEW PNL - "C" t - 1 1 C - - - i C - C -11 C -11 ti NEW Cu -1 C -11 C -20 C -11 Aid Silo/ r e_ Pe r•ecto0/1.5 c_ it/17-0-642PP /, l reh Al-A 107-1 C -11 C -11 C-21 T C -21 C C -20 X20 • .. C -2I • • . • • .. • .. • • • / / / /NEW U.G. SERVICE / t0 FPL POLE NEW METER C -10,12 f J BOX FOR FUTURE POOL EQUIPMENT C -14 � C -21 ` J -BOX f=OR FU TURE P OOL EQUIPMENT 1 FLOODS LT. 0 0 1-PRFPARF, BYE Engineeriig Inc. 13780 S.W. 66th Street, Suit 215 Miami, Florida. 33175 Bus. (305) 383 -8989 FAX (305) 383 -9949 E — A1L; uciOucieng.corn R. J. MIRANDA PE NO. 35579 DAVID A. BELSKY PE NO. 37234 Professional Electrical /Mechanical Engineers N011es RICHARD K. JONES, AIA ARCHITECTURAL URAL. CONSULT G DESIGN + CADO PR000CTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305- 683 -09A0 (0) 305 -796 -5365 (cell) 65618W 76111 TERRACE, MIAMI, F{. 33143 APPROVAL Iab z w > 0 0 z H -- W . W a �� W O 0 Wkw < 1- (T) _to 4 F- E 0 IitdF+rd K kook AIA M X1116 maul: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA 0 CONTACT. WILLIAM WITIAK air Trru5 ELECTRICAL PLAN Job Na. 0109 -10I Raskil Noy Pr LM Nia 0`3126/01 6ci1 1/4".1'-0" 305- 314 -8325 e 1 OF2 ,„ ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1' X 4' FLUORESCENT FIXTURE SURFACE OR PENDANT MTD 1 0 WALL MTD LIGHT FIXTURE�,,,�I BRK SIZE BK NO AIR CONDITIONING: a SURFACE MOUNTED LIGHT FIXTURE 5,470 VA 1' X 8' FIXTURE SURFACE OR FLUORESCENT PENDANT MTD OTHER APPLIANCES: RECESSED MOUNTED LIGHT FIXTURE 04 POLE MTD LIGHT FIXTURE ELECT. WATER HTR. 2' X 4' FLUORESCENT TROFFER 0 ELECTRICAL JUNCTION BOX WHIRLPOOL 1,200 VA 2' X 2' FLUORESCENT TROFFER 4/ 1 IG PLEX W/ SOLATEDE� 20A, 120V GROUND 1,000 VA 1 FLUORESCENT STRIP FIXTURE 4 6 8 ELECTRICAL PLUG MOLD 1 ® EXIT LIGHT W /BATTERY l e COMPUTER OUTLET g EMERGENCY LIGHT W /BATTERY 5,470 VA 10,000 VA 5,288 VA 45,018 VA TELEVISION OUTLET $ TOGGLE SWITCH, SINGLE POLE, 20A 1® TELEPHONE OUTLET $s TOGGLE SWITCH THREE WAY, 20A ' r 2 3o DISCONNECT SWITCH - POLE AMP /FUSE $ TOGGLE SWITCH, FOUR WAY, 20A 4 MOTOR, NUMBER INDICATES HP $ DIMMER SWITCH RATED FOR CKT LOAD mom ELECTRICAL PANEL 2 SINGLE RECEPTACLE, 20A, 120V 14 16 POWER BRANCH CKT HOME RUN 2 HOT LEGS, 1 NEUTRAL I) DUPLEX RECEPTACLE, 20A, 120V AFF ABOVE FINISHED FLOOR l QUADRAPLEX RECEPTACLE, 20A, 120V BFC BELOW FINISHED CEILING 14 G,FI DUPLEX RECEPTACLE, 20A, 120V W/ GROUND FAULT CIRCUIT INTERRUPT WP WEATHER PROOF II 240V GROUNDED RECEPTACLE MH MOUNTING HEIGHT O FLOOR MTD DUPLE( RECEPT, 120V, 20A NOTE' ALL SYMBOLS DO NOT NECESSARILY APPEAR IN THIS LEGEND. SEE OTHER SHEETS. UNLESS OTHERWISE F® SPECIAL PURPOSE RECEPTACLE DEMAND LOAD ANALYSIS GENERAL LIGHTING LOAD : MOUNTING: FLUSH FED FROM: MAIN DISC. (OUTSIDE BLDG.) 920 SQ. FT. x 3 VA /SQ. FT.= 2,760 VA LAUNDRY RECEPT. GFI 1,500 VA BRK SIZE BK NO AIR CONDITIONING: BK NO A/C No.1 5,470 VA CON SIZE WIRE SIZE OTHER APPLIANCES: AHU -1 (5KW) (2.OA.) WANING MACHINE 1,500 VA ELECT. WATER HTR. 4,500 VA DRYER 5,000 VA WHIRLPOOL 1,200 VA FUTURE POOL EQUIP. 5,760 VA FUTURE POOL LIGHT 1,000 VA 3 5 B A 4 6 8 CU -1 (11.9A.) #10 3/4" TOTAL 28,690 VA 7 8 DEMAND LOAD NFPA 70 (NEC) (220 -30) AIR CONDITIONING OTHER LOADS: 10,000 VA ® 100 % = 13,220 VA © 40 %= TOTAL DEMAND LOAD= SERVICE LOAD 20,758 VA - 86.5 AMP 5,470 VA 10,000 VA 5,288 VA 45,018 VA 240V FEEDER: SEE RISER PANEL TYPE: PANEL BOARD - mu) NEW AIC : 10 K AMPS VOLTAGE: 1 PH, 120/240 PANEL: MAINS: 125 AMPS OC PROTECT: 1100 (AMPS I "C" ] LOCATION: GARAGE MOUNTING: FLUSH FED FROM: MAIN DISC. (OUTSIDE BLDG.) ITEM WIRE SIZE CON SIZE LOAD (VA) BRK SIZE BK NO A B BK NO BRK SIZE LOAD (VA) CON SIZE WIRE SIZE ITEM AHU -1 (5KW) (2.OA.) #10 3/4" 5470 2/ /30 1 A 2 2 j /30 2 / /30 5000 4500 3/4" 3/4" #10 #10 DRYER EWH 3 5 B A 4 6 8 CU -1 (11.9A.) #10 3/4" N/C 25 7 8 WASHING MACHINE #12 #12 1/2' 1/2" 1500 1200 20 20 g 11 A B 10 12 2 30 5760 3/4" #10 J -80X FUTURE POOL EQUIP. WHIRLPOOL LAUNDRY RECEPT. #12 #14 1/2" 1/2" 1500 * 20 15 13 15 A B 14 16 20 15 1000 * 1/2" 1/2" 1/2" 1/2"_114 1/2" 1/2" #12 #14 #14 #14 #12 J -BOX FUTURE POOL LIGHT GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING #14 1/2" 1 5 17)1 19 21 23 B A 8 18 20 22 24 15 15 15 20 GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING GFi GENERAL LIGHTING #14 #14 #12 1/2" 1/2" 1/2" ' 15 1 5 20 GENERAL LIGHTING GENERAL LIGHTING GF1 25 A 26 27 8 28 29 A 30 TOTAL LOAD = SEE DEMAND LOAD ANALYSIS ELECTRICAL GENERAL NOTES 1. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE DRAWINGS FOR LOCATION OF EQUIPMENT. THESE DRAWINGS ARE NOT INTENDFI TO SHOW EVERY MINOR DETAIL. HOWEVER, THE CONTRACTOR SHAL. FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETEaND ACCEPTABLE WORKING INSTALLATION PER CODE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST IDITION OF THE NEC AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 3. ALL MATERIAL SHALL BE NEW AND SHALL BEAR UL LABEL WHERE APPLICABLE. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE INSTALLATION. ALL MOUNTING HARDWARE AND WIRING HARDWARE SHALL BE FURNI -1ED BY THE CONTRACTOR. 4. CIRCUITS SHOWN ON THESE PLANS ARE SYMBOLICALLY SHOWNTO DETERMINE LOAD DATA AND EQUIPMENT SIZES. THE CONTRACTOR SHALL PHYSICALLY PROVIDE CIRCUITS AND ROUTING OF CONIUITS TO SUIT JOB CONDITIONS. THE LOADS SHALL BE BALANCED THROUGHOUT, THE CONTRACTOR SHALL ENSURE THAT NEUTRA WIRES AND EQUIPMENT GROUND WIRES ARE INSTALLED WHERE EVER APPLICABLE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE POWER UTILITY TO OBTAIN TEMPORARY POWER DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE POWER UTILITY TO SCHEDULE INSTALLATION ❑F TEMPORARY POWER SO THAT CONSTRUCTION DELAYS ARE AVOIDED. 6. THE CONTRACTOR SHALL COORDINATE WITH THE POWER UTILITY TO OBTAIN PERMANENT POWER IN ACCORDANCE WITH THESE DRAIINGS. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE POWER UTILITY TO SCHEDULE THE INSTALLATION OF PERMANENT POWER S❑ THAT DELAYS ARE AVOIDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE POWER UTILITY EARLY ON TO IDENTIFY ANY ISSUES AFFECTING PERMANENT POWER SERVICE AND TO WORK TOWARDS RESOLVING ANY ISSUES REGARDING PERMANENT SERVICE. 7. THE CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE COMPANY TO OBTAIN TELEPHONE SERVICE. THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE TELEPHONE COMPANY TO SCHEDULE INSTALLATION OF TELEPHONE SERVICE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE TELEPHONE COMPANY EARLY ON TO IDENTIFY ANY ISSUES AFFECTING TELEPHONE SERVICE AND To WORK TOWARDS RESOLVING ANY ISSUES DELAYING INSTALLATION. 8, IF APPLICABLE, THE CONTRACTOR SHALL COORDINATE WITH THE CABLE TV COMPANY IN THE SAME MANNER AS DESCRIBED IN PARAGRAPHS 6 AND 7 FOR POWER AND TELEPHONE UTILITIES, 9. IF ANY OR ALL OF THE UTILITIES (ELECTRICAL, TELEPHONE, CATV) ARE EXISTING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE EXISTING SYSTEMS PRIOR TO BID. THE CONTRACTOR SHALL TRACE DOWN ALL CIRCUITS AND WIRING AND SHALL VERIFY THAT CAPACITY IS AVAILABLE FOR THE SCOPE OF THE PROJECT. THE CONTRACTOR SHALL FIELD INSPECT ALL EXISTING EQUIPMENT AND SHALL ENSURE THAT ALL RATINGS, FUSES, ENCLOSURES, ETC. ARE PROPER FOR THE SCOPE OF THE PROJECT. THE CONTRACTOR SHALL INSPECT ANY EQUIPMENT, WIRING ETC. THAT IS REUSED AND SHALL GUARANTEE THE PERFORMANCE OF SUCH EQUIPMENT FOR ONE YEAR, THE CONTRACTOR SHALL REPLACE ANY EQUIPMENT THAT IS DAMAGED OR IN POOR CONDITION. A LIST OF EQUIPMENT IDENTIFIED FOR REPLACEMENT SHALL BE PROVIDED TO THE OWNER (❑R THE OWNER'S REPRESENTATIVE) AND THE ENGINEER PRIOR TO REPLACEMENT. 10. THE CONTRACTOR SHALL THOROUGHLY REVIEW THESE DRAWINGS AND SHALL VISIT AND BECOME FAMILIAR WITH THE JOB SITE AND ALL EXISTING CONDITIONS PRIOR TO BID. ANY QUESTIONS, COMMENTS, DISCREPANCIES OR PERCEIVED AMBIGUITIES SHALL BE DISCUSSED WITH THE ENGINEER PRIOR TO BID. 11. ELECTRICAL DESIGN IS BASED UPON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL REVIEW NAMEPLATE DATA AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRI ❑R TO ROUGH ELECTRICAL WIRING. THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMP RATING PRIOR TO INSTALLATION. THE CONTRACTOR SHALL CONTACT ENGINEER PRIOR TOO ANY FIELD ADJUSTMENTS, 12. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 13. ALL PANELS SHALL BE CLEARLY LABELED ON THE OUTSIDE FOR QUICK AND EASY IDENTIFICATI ❑N. ALL CIRCUITS IN ALL PANELS SHALL BE CLEARLY IDENTIFIED AND SHALL APPEAR WITH COMPLETE INFORMATION (DESCRIPTION OF CIRCUIT, BREAKER SIZE, NUMBER OF POLES AND BREAKER POSITION NUMBERS) ON THE PANEL DIRECTORIES. IN ADDITION, THE VOLTAGE, PHASE AND AMP RATING OF THE PANEL SHALL CLEARLY BE IDENTIFIED ON THE INSIDE DOOR. THE ABOVE APPLIES FOR ANY AND ALL EXISTING TO REMAIN PANEL BOARDS AND CIRCUITS. 14. PLANS SHOWING AS -BUILT CHANGES SHALL BE DELIVERED TO THE OWNERS REPRESENTATIVE UPON COMPLETION OF WORK. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR To MAKE THIS INSTALLATION IN COMPLIANCE WITH ALL FIRE PREVENTION CODES SUPERCEDING ALL DRAWINGS, SPECIFICATIONS AND NOTES. THE CONTRACTOR SHALL COMMUNICATE AND COORDINATE WITH THE FIRE MARSHALL AND SHALL PROVIDE ALL NECESSARY INFORMATION NEEDED TO SATISFY THAT LIFE SAFETY SYSTEMS ARE TO LOCAL CODE ACCEPTANCE. 16. ALL SERVICE ENTRANCE EQUIPMENT IS TO BE RATED AT 100,000 AIC UNLESS OTHERWISE NOTED. TO PROVIDE SERVICE ENTRANCE EQUIPMENT WITH LOWER RATINGS THE CONTRACTOR SHALL PROVIDE IN WRITING INFORMATION FROM THE POWER UTILITY VERIFYING THAT CALCULATED FAULT CURRENTS ARE AT AN ACCEPTABLE LEVEL TO ACCOMMODATE THE LOWER RATED EQUIPMENT. IF SERVICE ENTRANCE EQUIPMENT IS EXISTING, THE CONTRACTOR SHALL VERIFY THAT AIC RATINGS OF EXISTING EQUIPMENT ARE PROPER. THE CONTRACTOR SHALL COORDINATE WITH THE POWER UTILITY AND THE ENGINEER PRIOR TO BID. 17. ALL OUTSIDE EQUIPMENT, OUTLETS, LIGHTING FIXTURES, ENCLOSURES, ETC. SHALL BE WEATHERPROOF. 18. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED CONNECTIONS FOR ALL OTHER TRADES. 19. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FOR WORK UNDER THIS CONTRACT. 20. THE NUMBER, EXACT LOCATION AND MOUNTING HEIGHTS OF ALL OUTLETS, LIGHTS AND ELECTRICAL FIXTURES SHALL BE DETERMINED BY THE OWNER AND ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL NUMBERS AND LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO BID AND TO INSTALLATION, 21. THE CONTRACTOR SHALL PROVIDE ROUTING FOR ALL FLOOR MOUNTED OUTLETS AND OTHER LOADS AND CONNECTIONS NOT READILY ACCESSIBLE VIA WALL OR CEILING. THE CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND OWNER TO DETERMINE THE METHOD TO SERVE SUCH AREAS (I. E. TRENCHING, CORE AND BORING, POWER POLE, ETC.) PRIOR To BID. 22. ALL RACEWAYS AND PIPES PLACED IN OR THROUGH ANY CONCRETE SLAB SHALL BE SPACED A MINIMUM OF THREE DIAMETERS OF THE LARGEST CONDUIT OR PIPE OF ANY OTHER SERVICE. 23. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2 INCHES IN DIAMETER SHALL BE GALVANIZED RIGID STEEL, PVC SCH 40 WILL BE ACCEPTABLE IF APPROVED BY LOCAL REGULATIONS CONTRACTOR TO VERIFY. ALL OTHER RACEWAYS 2' AND SMALLER IN DIAMETER MAY BE EMT. 24. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS AND CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS. 25. DISCONNECT SWITCHES SHALL BE HORSEPOWER RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, IN NEMA 1 ❑R NEMA 3R ENCLOSURES AS REQUIRED BY EXPOSURE. 26. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED PER NEC REQUIREMENTS AND STATE AND LOCAL CODE REQUIREMENTS. 27. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. ACCEPTANCE BY ENGINEER /ARCHITECT MUST BE A CONDITION OF THE CONTRACT. 28. IT IS NOT THE INTENTION OF THESE DRAWINGS TO ESTABLISH LIGHTING LEVELS OF ANY KIND. THE NUMBER, STYLE AND LOCATION OF LIGHTING FIXTURES ARE DETERMINED BY THE ARCHITECT AND /OR THE OWNER. THE LIGHTING FIXTURE SCHEDULE IF APPEARING ON THESE DRAWINGS IS FOR INFORMATIONAL PURPOSES AND HAS BEEN DEVELOPED BY THE ARCHITECT AND /OR OWNER, FOR DETAILED QUESTIONS REGARDING LIGHTING FIXTURES CONTACT THE ARCHITECT OR OWNER. 29. EXISTING LIGHTING FIXTURES WHEN REUSED ARE TO BE RECIRCUITED AND RECONNECTED. THE ARCHITECT AND /OR OWNER SHALL BE INFORMED OF AND SHALL APPROVE THE REUSE OF ALL REUSED LIGHT FIXTURES. ALL REUSED LIGHTING FIXTURES SHALL BE RELAMPED, CLEANED AND REPAIRED IF NECESSARY. ANY EXISTING LIGHTING FIXTURE BEYOND REPAIR SHALL BE REPLACED. ALL LIGHTING FIXTURES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 30. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL ELECTRICAL SERVICES TO MECHANICAL EQUIPMENT IS ACCOUNTED FOR PRIOR TO BID. IN ADDITION, ALL MECHANICAL EQUIPMENT SUBSTITUTIONS ARE TO BE ACCOUNTED FOR PRIOR TO BID AND SHALL BE COORDINATED ELECTRICALLY. 31. FOR HVAC EQUIPMENT THE MECHANICAL CONTRACTOR SHALL PROVIDE THE SMOKE DETECTOR, IF REQUIRED, AND THE ELECTRICAL CONTRACTOR SHALL INSTALL THE SMOKE DETECTOR. 32. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL CONTRACTOR FOR INSTALLATI ❑N OF ALL MECHANICAL CONTROLS. 33. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FORWARD ANY SHOP DRAWINGS TO THE ARCHITECT /OWNER. SHOP DRAWINGS ARE NOT SOLICITED BY THE ENGINEER. 34. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT FIRE STOPPING MEASURES ARE PROVIDED PER LOCAL BUILDING DEPT, REQUIREMENTS. THE FIRE STOPPING MATERIAL AND ITS INSTALLATION SHALL BE UL APPROVED. ALL FIRE STOPPING MATERIAL SHALL BE NON WATER SOLUBLE. ** N/C NON- COINCIDENT LOAD * LOAD INCLUDED UNDER GENERAL LIGHTING LOAD 4* PROVIDE GFI CIRCUIT BREAKER #2 THWN - CU IN 1/2 "C TO FOUNDATION STEEL NEW ELECTRIC METER #2 -CU IN 1/2 "C. EXTERIOR BLDG. 3 -350 MCM THWN -CU IN 3" CONCUIT. 100 A M.C.B. 2P 250 A M.C.8. 2P (2) 5/8 "X10' - DRIVEN GROUND RODS COPPERIAND, SEPARATED 6' -0" MIN. 3 #4 THWN -CU IN 1;A" CONCUIT. 3 4/0 IN 234" THWN -CU CONDUIT. 3 -350 MCM THWN -CU IN 3" TO F.P.L. CO. (COORDINATE W/ FPL CO. FOR NEW SERVICE LOCATION) ** r EXIST 1 PANEL"Al I r 1 150, A. 1 1 EXIST.' M. C.B . • 100 A 1 eo /240V 1 DISCI ELECTRICAL RISER DIAGRAM. NTS. I 0 • • • .. . • INTERIOR GARAGE 3 #4 THWN -CU IN VA" CONCUIT. • • • • - • .. • .• •..... •. 1 1 I I r 1 PANEL "B' 1 1 1 1 1 020/240Vi . • NEW PANEL "C 120/240V M.L.O. PREPARED BY! U cI Engineering g g Inc . 13780 S.W. 56th Street, Suite 215 Miami, Florida 33175 Bus. (305) 383 -8989 PAX (305 ) 383 -9949 E -MAIL: ucieucieng.com R. J. MIRANDA PE NO. 35579 DAVID A. BELSKY PE NO. 37234 Professional Electrical /Mechanical Engineers ARCHTECTURAL CONSULTING DES1QN 4. CARD PRODUCTION CONSTRUCTION ADMNSTRATION BUILDING INSPECTIONS 305 - 863-4990 (0 345 -798- 5365 (cep 6661 8W 76111 T9 *ACE, MIAMI. FL. 33143 RICHARD K. JONES, AIA AernOVAL Mevit 1Ad6 W1& z O a W O zw ° Z w o W it OD 2 Cn 00WkVEI c=n Z Q �n� F D � D I c*wd K km.* ALA Aet ooe ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA Meet CCWAGT. A1F!°R IrLertlaes WILLIAM IUITIAK 305-314-2,525 mut mtl& RISER,SCHEDULE, LEGEND AND NOTES. Job Na 0103 -101 n"°" Aio` Ora" i LM NI ' 09/26/01 8 NT$ e OF2 I PLUMBING FIXTURE CONNECTION SCHEDULE No. DESCRIPTION DRAIN WATER SLOPE REMARKS FU COLD HOT WC WATER CLOSET 4" 1/2" N/A 3" &4" ©1/8" /FT. 4 L LAVATORY 1-1/2" 1/2" 1/2" 1- 1/2 " ®1 /4 " /FT. 1 TUB BATHTUB 2" 1/2" 1/2" 2" 01/4" /FT. W /ANTI —SCALD VALVES 2 SH SHOWER 2" 1/2" 1/2" 2"01/4"/FT. W /ANTI —SCALD VALVES 2 SK SINK 1 -1/2" 1/2" 1/2" 1- 1/2 " ©1 /4 " /FT. SINK W/ DISP. 2 LS LAUNDRY SINK 1 -1/2" 1/2" 1/2„ 1- 1/2 " ©1 /4 " /FT. 2 W CLOTHES WASHER 2" 1/2" 1/2" 2 " ©1 /4 " /FT. PROVIDE WM BOX W/ (2)1/2 "HB &2' DRAIN 4 EWH ELECTRIC WATER HEATER N/A 3/4" 3/4" N/A 6.OKW/ 240/1/60 N/A PLUMBING GENERAL NOTES: THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE SOUTH FLORIDA BUILDING CODE, ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDINANCES. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. UPON FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL INSPECTION AUTHORITY SHALL BE FURNISHED TO THE OWNER. 3. ALL MATERIALS AND EQUIPMENTS SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO PREVENT ANY DEALAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMAN— LIKE MANNER BY SUFFICIENT NUMBER OF SKILLED WORKMEN. 4. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND /OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. 5. ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTINGS SHALL BE PVC —DWV (ASTM D- 2662/D- 3034). 6. ALL ABOVE GROUND SANITARY & STORM DRAINAGE BRANCH & VENT PIPES AND FITTINGS SHALL BE PVC —D■V (ASTM D- 2662/D- 3034). 7. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE 'K" (ASTM B -306). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE "L" (ASTM B -306). 8. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "K" (ASTM B -306). 9. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40 PVC (ASTM D- 2662), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE "DWV' OR EQUIVALENT MUST BE USED. 10. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P & T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER. PROVIDE AIR CHAMBERS TO EACH FIXTURE AS REQUIRED. 11. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND /OR VENT STACKS. PROVIDE PITCH PANS & LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. 12. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/8 PER FOOT, UNLESS OTHERWISE NOTED. NOTES: 1. RUN 1-1/2" PIPE @ 1/4" FT. FIXTURE ARM 2. RUN 2" PIPE © 1/4" FT. 3. RUN 3" PIPE © 1/8" FT. 4. RUN 4" PIPE © 1/8" FT. 5. PROVIDE CLEANOUT AT BASE OF EACH SOIL AND WASTE STACK. 6. SHOWERS & TUBS VALVES TO BE ANTI —SCALD TYPE. 7. INSTALL 1 /2" CW AT RIGHT SIDE OF FIXTURES. PROVIDE AIR CHAMBER. 8 INSTALL 1 /2" HW AT LEFT SIDE OF FIXTURES. PROVIDE AIR CHAMBER. a,_.._.._..._ _ SCALE: 1/'' = 1' -0" PLUMBING SITE PLANI J ,,,577 wa M r /R 7!! W.Gt X' IL 5E7L y/G 6 1 L r vE,'pzY-. . ._ - .:t4 - rq e: 4 /rc `r " , = it r <rrG rel : : ..�Y�S. "fit: :::_.....: - : :: I :.._... -s ---4 t : 3,l /W /l. ( :.W 1/ C3 .... 1_.._, 1 I . -. 1,41 1 ,/ .P____ .`f_; _t tIlG`. E ..:I I f ' 1 =' t 1 :EX /s r /A/O DR A/N F /5"T-.O T) I \ II I I •'-te — ._..... l 1TI1.11.1 1,l ...................... 1 8 11 ••• • V V • v • • • i • • • • i • • • • • • • • • • • • a • • • • • • • • • • • • • • • • • • • • • • • SEAL: RICHARD K. JONES, Al NOTES: ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305- 663 -0980 (005- 796 -5365 ( :e 6561 SW 76TH TERRACE, MIAMI, FL 3 APPROVALS /REVISIONS 0 p < 0 Woo cY s vi LIJ w o 11- rn < z cn O CO Q n n PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305 -374 -8525 weestossemswmar SHEET TITLE: Richard K. Jones, AIA AR 0015755 PLUMBING SITE PLAN Jab No WITIAKE1,pW No. Drown BT.. RKJ Dote: /13/01 scale: AS NOTED OF 2 A I) 5143 PLUMBING LEGEND SYMBOL DESCRIPTION SANITARY PIPE ... — VENT LINE --- . -- . -- COLD WATER LINE HOT WATER LINE --� .. -- CLEAN -OUT TO GRADE CTG -- FCO —0 FLOOR CLEAN -OUT WCO 1I (Nino WALL CLEAN -OUT I PRESS. & TEMP. RELIEF VALVE PT PRESS. & TEMP. RELIEF LINE ill UNION OFD FLOOR DRAIN LVTR VENT THRU ROOF CONDENSATE DRAINAGE LINE CO GATE VALVE 1>4 CHECK VALVE ter--- 0 F.EX FIRE EXTINGUISHER ON WALL BRACKET (2A -10BC) HO HOSE BIBB W/ VACUUM BREAKER I- - -J FEC Mtn II FIRE EXTINGUISHER IN CABINET (2A -100C) I PIPE FLOOR PENETRATION VB VACUUM BREAKER VIV VALVE IN VERTICAL VTR VENT THRU ROOF AFF ABOVE FINISHED FLOOR LEVEL RELIEF VALVE CAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY 3/4" HOT WATER HEAT TRAP WATER HEATER FLOOR WATER HEATER PIPING DIAGRAM VACUUM RELIEF VALVE 7 -WAT1S # 36 A 3/4 "COLD WATER CAP FOR FUTURE CONNECTION SOLAR OR HEAT RECOVERY a N.T.S. EWH -1: ELECTRIC WATER HEATER "LOCHINVAR" (OR APPROVED EQUIVALENT) ENERGY SAVER STUBBY MODEL NO. ETAO5OPP, 6.OKW, 240/1/60. RECOVERY 35 GPH AT 70' RISE. STORAGE 50 CAL. GLASS -LINED TANK, 5 YEAR WARRANTY. ENERGY FACTOR 0.90. TANK SIZE 24' DA. x 32" HEIGHT. 3/4" P & T RELIEF PIPE TO OUTSIDE BUILDING TERMINATE 6" ABOVE GRADE /: aX /37 tz 4 ) ,54,14, r3LDG - -" 5k'W /MAW P/P " rl SCALE: 1/4" = V-0" PLUMBING PLAN 1 /LLIp.SEL bf"rML 2'l vr/z /4 „//. -2/61 1 ..4 1/- 6/ 410. — 7177 t ° - 3 „ 41pu - 2 "4 /cCONDgNSA - ri 0/Z41 IQ P/Ng rlkW - 7 - Rt. /e/V.4 /' NA / /A/ .aim vim._. )/zA -/' / Aiv ' 1.7 /5 /;'1Nff C /�E /xt.:o/Z 6=1) - -7 • • i • A „ i / ` ` . i \ r i A/C 1. ..3 /4 "P9' rr'Ei../E vat V r. rO QIJ 7'5 /0 , ' /i. D /V/ /AM WE fin" A/,. G/Z. AD1 - J/NQ f C0UN r6K G"L. E0 7-R /C WkTER . 6 ► <w/2¢0// /6 U `5/2E 2x;' a2' ' (orar'y,vo oat_ ) _.�._._._..._ ►l. 1!� 1.1 - .3/4 0 rN ctN { 1) '(1' H. — 3 ". - /F/„J 2'rl/ WCO _ 4. " * 5. 3/ " 14/ Aw Dow/j, r i �•4' 7'G - Z 6YAY (6 all r?, ,NA - r,O,Y - r sr `r g) 3,/3!'/-/ose &i /a3 w VAGUUn� /' /G W61 34/ W P /PEiS / AT 7 PAC e //2 1 y f 1 . / /2 " /z "o — t— .3M // P/ 1I /4 " 2' /2 - //Z //G W 3 • • ==1V W 7" WATER SE /zV /G = P/. b . IT / `. T. r r t • . • • • • • • . . / Ves.t. rl8 VC:. cj /L/_1,D6 • •. a • v • • • 11 1 . t t , 1.1 • — . 1 • 0 • 1 • •d A r I1-1. B. =7V W /'' W rg/L A:—/3v/G ,' / /a5 - . 3 /w4, 0 3€ /3// y 9VAculi � .. / if; .i. L- .(. TY /).4 • t. __ 1 1 . / Am C/z w/c c. ipJ -ra c txisr. W ' ic - rare M - ra/z , ; g: 0 0 RICHARD K. JONES, ARCHITECTURAL CONSULTING DESIGN + CADD PRODUCTION CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS 305 - 663 -0980 (005 -796 -5365 (:e 6561 SW 76T1--1 TERRACE, MIAMI, FL 3 APPROVALS /REVISIONS NOTES: IMF AIME, SEAL: O CO n n Richard K. Jones, AIA AR 0015755 PROJECT: ADD. AND RENO. 665 NE 97TH STREET MIAMI SHORES, FLORIDA OWNER CONTACT: OWNER TELEPHONE: WILLIAM WITIAK 305 -374 -8525 SHEET TITLE: PLUMBING PLAN Job No. WITIAKE1.DW Drown 8y: RKJ Dote: 09/13/01 ScO1e: AS NO1ED rowing No. OF 2 Al A 143