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X0.00' 12 50.00' 50.00' 11 50.00' 50.00' 10 50.00' 50.00' 9 - 0 50.00' 5c 00 ! 8 50.00' .,.,.00 75. do' 45.00' 50. 6 30.0 U 0' .r. 7 50.00' 50. 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 13 14 15 16 17 18 19 r*0.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' a, o. 0 N Record & Measured: 75.00' 1 2.90.i + 2 ' 2 19.00' 3. Q" y r . 9g 3' t . p -..- - ' / o. " o oncrete Tf o O Strip u7 N c 0 0.50' clear r 1 CV N of N 0 r7 o k c • Wood Fence N 92tFi STRELT 10.00' 10.00' 9` Pavement Concrete 7.30' 0) 0) ' 23' Parkway 2.4' 2.4' One Story Residence No.350 12.30' 5.21' c0 u7 centerline Entry 0) 34.00' Concrete r ` w /Screned 20.30' Concrete S Walk CO Lc; 15' ALLEY 18.85' co 8.55' N 2f1M 3' Water Heater 12.00' 11.70' Asphalt 5' Sidewalk O u7 r-- N u WoL od Gate 15.15' 0 69 a' S. o , O u �7•� n- n- d- n- rl- n- n -n -n -n n n - Record & Measured: 75.00' I� } Wood Pole K Block Corner Measured; 275.45' 0.0' clear Found 1/2" Pipe BOUNDARY SURVEY SURVEY FOR: ROBERT J. McCLOSKEY, JR. AND KATHLEEN A. F. McCLOSKEY 350 NE 92ND STREET MIAMI SHORES, FLORIDA 33138 DELTA SURVEYORS, INC. 13205 SW 137TH AVENUE SUITE 225 MIAMI, FLORIDA 33186 305 - 253 -0909 FAX: 305 - 253 -0933 L. I N) LJ 15 ALLEY LEGAL DESCRIPTION: The East 45 feet of Lot 7 and the West 30' feet of Lot 6, in Block 48, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plot thereof, as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property was completed under my supervision and /or direction, to the best of my knowledge and belief. This survey meets or exceeds the Minimum Technical Standards set forth by the Florida Board of Land Surveyors in Chapter 61G -17 -6 Florida Administrative Code. Pursuant to Section 472.027, Florida Statutes. TA SURVEYOR INC. 7 Z.9" / ` J WALDO F. PAEZ PROFESSIONAL SURVEYOR AND MAPPER NO. 3284 CERTIFICATE OF AUTHORIZATION L.B. NO. 3386 STATE OF FLORIDA '=r ®.TfaC.:.9i1=MatCMIMPa La ®,6.O,4iCRSL9PIOMFM=11101fTA eBSOPY le•••...etO.L ®aINENNEMIld..na... ........1.1Mos..ISMNYMaa0.CCI L kE E 1. -N.E. 91-st STREET LOCATION SKETCH N. T. S. 1) FLOOD ZONE: X PANEL: 0093 J COMMUNITY NO. 120652 DATE OF MAP: 3 -2 -94 2) THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT )NAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY 3) EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING PROPERTY 4) LOCATION AND IDENTIFICATION OF UTIUTIUES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT 5) OWNERSHIP IS SUBJECT TO OPINION OF T1111 6) TYPE OF SURVEY: BOUNDARY SURVEY 7) LEGAL DESCRIPTION: FURNISHED BY CUENT 8) THIS SURVEY IS NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 9) THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES 10) UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ANY DEVIATION FROM UT1UTIES SHOWN HEREON. .41) ;.THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF ,,,:FENCES. MEASUREMENTS SHOWN HEREON DEPICT PHYSICAL LOCATION OF FENCE 12) WELL- IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED HORIZONTAL POSITIONAL ACCURACY OF 1:7500 FT. ° 13) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND /OR LOT UNES. IN ALL CASES, DIMENSIONS SHOWN SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. FIELD SURVEY DATE: 12 -31 -02 SCALE: 1" = 20' DRAWN BY: LR DRAWING DATE: 01 -02 -03 F8: 180 PC: 16 DRAWING NO.: 02 -1019 X SKETCH 711•11:0•1•.m.evl --- =. DATE BULLNOSE COPING POOL EQUIF 3'1' 13'1" EXISTING RESIDENCE POOL, LAYOUT 1/4".1'0" KOOL DECK OVER CONCRETE SLA13 WEANNERPROOE CFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE 1(0.69 —15.69 EQUIP ss 2004 O.N. 15.0 tss SERVICE 88.11 N.E. 92 STREET METER SITE FLAN 1 " =20' PANEL WATER 3025- 3521 SEPTIC TANK ELEV. TOP OF POOL WALL 8.5 DEPTH OF POOL 5.5 ELEV. TOP OF MAINDRAIN 3.0 FLOOD CRITERIA 6.5 ELEV. TOP OF MAINDRAIN 3.0 POOL IN FLOOD CRITERIA 3.5 LESS 2'0" HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6" SURFACE AREA (6a FT.) 355 VOLUME (GALLONS) 11000 TURNOVER (HOURS) 8 PERIMETER (FEET) 18 DECK AREA (SQ. FT.) 832 4 111 6 O tS O 0_ 4 O u 8 9 z V! 0 —1 U U E 0 in 6" CERAMICS T 6 " THICK GUNITE FLOOR SLAB REINFORCED WITH 0 3 BARS AT 12" " CENTERS BOTH WAYS. PLUMBING NOTES: ELECTRICAL NOTES: 8" WATER LEVEL 1 r'S BAR CONTINUOUS - 4" CONCRETE SLAB o, 1 6x6 10/10 W.M.R. SLAE3 SECTION NO SCALE I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PYC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING I I/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE A MINIMUM 6 ea IN. OPEN AREA 6. A 12 "x)2" MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIVORTEX TYPE. BRICK OR SCONE COPING MAX. 1:1 SLOPE - ANTI VORTEX MAINDRAIN 6" THICK GUNITE WALLS REINFORCED WITH ° 3 BARS AT 12 "" CENTERS BOTH WAYS 11/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED POOL SECTION NO SCALE 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED N COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 6SQ OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN I0'O" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK A REVISED DRAWING SHALL BE SUB - MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 I AY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OP 60,000 F. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 1 1/2" POOL WASTE RECIRCULATION PUMP 2 HP, 50 GPM At 60' TDN SELF- PRIMING , ec `L" O Vti MIN. 18" BELOW WATER LEVEL SAFETY NOTES: 2 +"3 BARS ACROSS NICHE UNDERWATER LfCSI --4T DETAIL 8 AIR RELIEF VALVE POOL WALL STEEL 1/2" NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL 4 17. 0/ 5 L`, \ EQUIPMENT ISO TiRtC I. A PERMANENT SAFETY WARNING SIGN BNALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/N6PI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL 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 RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS WITH DIRECT ACCSS TO THE POOL AREA SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN T1-1E DOOR OR ITS SCREEN IS OPEN. POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (Ira) (8a) "ALL DOOR WITH ACCESS TO 11-4E FOOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN 114E DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUPICIENt VOLUME t0 BE HEARD IN 114E DWELLING. THE ALARM BNALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 M.P. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NO SCALE POOL FILTER WITH 48 SQUARE FEET OF FILTER SURFACE AREA PRESSURE D.E. NO SCALE • 5 HP HEAT PUMP NOTE: STEP STEEL NOT REQU I RE ID 18" 12„ 12" NNW STEP DETAIL WATER LEVEL \ WEIR_' CERAMIC TILE THROAT POOL WALL SAME TI-IICKNE88 AS WALL NO SCALE ADJUSTABLE L I rii SKIMMER DETAIL NO SCALE POOL COPING; WATER LEVEL i M -- . 24" 9'Q AX. cv E 2" TILE STRIP OF CONTRASTING COLOR. DETAIL TAIL NO SCALE 4 RISERS AT 10 " EACH OPTIONAL 2" TILE or CONTRASTING COLOR CONCRETE BASKET (MIN 15 SQ.IN.) -_ — . SUCTION LINE POOL DATA: HYDROSTATIC UPL NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. LOAD BKR LOAD BKR. DESCRIPTION DESCRIPTION CIRCUIT NO. CIRCUIT NO. SUS PANEL CIRCUIT NO. CIRCUIT NO. 3 1 3/0 tHW• IN 2" COND. F.P.L METER DESCRIPTION DESCRIPTION BKR LOAD 3 +64 t4 -IU•1 4. 1 46 6 tNll�N IN 1" COND. 1 -2P -504 1- 2P -20A 1- IP -15A ! KR LOAD 3 46 12 THUN IN 1/2" CONDUIT NOUSE ! JUNCTION PANEL / , . 504 DISC. BOX 5 NP NEAT PUMP 3 +'12 TNW• IN - TIMER 3°6 THWN IN 3/4" COND. 1/2" CONDUIT 2 HP PUMP ELECTRIC FRISEFR DIAGRAM 110V/12V TRANSFORMER 2 46 10THWN 4 1 +112 TNWN IN 1/2" CONDUIT NO SCALE 12 VOLT POOL LIGHT LOAD CALCULATION: GENERAL LIGHTING: 2000 50. FT. x 3 WATTS / SO. FT. = 6000 WATTS DRYER = 5000W WATER NEATER = 45001U RANGE = I2000W APPLIANCE = 4500W MICROWAVE = 1000W WASHING MACHINE = I500W REFRI DGE RA TOR = 1200W WELL PUMP = 2100W SUB TOTAL = 35300W FIRST 10KW AT 1000 = I0000W 25300W At 40% = 11320W TOTAL = 21320W AIR CONDITIONER= 50001ll TOTAL = 26320 WATTS 26320 WATTS / 240 VOLTS = 109.61 AMPS SUB PANEL: POOL PUMP = 2500W HEAT PUMP = 5800W POOL LIGHTING 200W TOTAL = 8500 WATTS / 240 VOLTS = 35.42 AMPS SERVICE REQUIRED = 109.61 + 35.42 = 145.09 AMPS 4 Hai N � LL CP i n ,,,0r a -- a ci■ Q SEAL DATE GIYI�! ! R IFER P.E. 12292 MAR. 11, 19 5000 30 DRYER 1 2 WASHING MACI -TINE 20 1500 30 3 4 LIGHTING 15 4500 30 WATER HEATER 5 6 LIGHTING 15 30 1 8 LIGHTING 15 12000 50 RANGE 9 10 LIGHTING 15 50 11 13 12 14 LIGHTING LIGHITNG 15 15 1500 20 APPLIANCE 1500 20 APPL IAVCE 15 16 LIGHTING 15 1000 20 MICROU.AYE 11 18 LIGHTING 15 1500 20 APPLIANCE 19 20 WELL PUMP 20 2100 SUB PANEL 21 22 20 23 24 AIR CONDITIONER 30 5000 25 26 30 21 28 29 3(2 31 32 33 34 35 36 31 3a 39 40 41 42 LOAD BKR LOAD BKR. DESCRIPTION DESCRIPTION CIRCUIT NO. CIRCUIT NO. SUS PANEL CIRCUIT NO. CIRCUIT NO. 3 1 3/0 tHW• IN 2" COND. F.P.L METER DESCRIPTION DESCRIPTION BKR LOAD 3 +64 t4 -IU•1 4. 1 46 6 tNll�N IN 1" COND. 1 -2P -504 1- 2P -20A 1- IP -15A ! KR LOAD 3 46 12 THUN IN 1/2" CONDUIT NOUSE ! JUNCTION PANEL / , . 504 DISC. BOX 5 NP NEAT PUMP 3 +'12 TNW• IN - TIMER 3°6 THWN IN 3/4" COND. 1/2" CONDUIT 2 HP PUMP ELECTRIC FRISEFR DIAGRAM 110V/12V TRANSFORMER 2 46 10THWN 4 1 +112 TNWN IN 1/2" CONDUIT NO SCALE 12 VOLT POOL LIGHT LOAD CALCULATION: GENERAL LIGHTING: 2000 50. FT. x 3 WATTS / SO. FT. = 6000 WATTS DRYER = 5000W WATER NEATER = 45001U RANGE = I2000W APPLIANCE = 4500W MICROWAVE = 1000W WASHING MACHINE = I500W REFRI DGE RA TOR = 1200W WELL PUMP = 2100W SUB TOTAL = 35300W FIRST 10KW AT 1000 = I0000W 25300W At 40% = 11320W TOTAL = 21320W AIR CONDITIONER= 50001ll TOTAL = 26320 WATTS 26320 WATTS / 240 VOLTS = 109.61 AMPS SUB PANEL: POOL PUMP = 2500W HEAT PUMP = 5800W POOL LIGHTING 200W TOTAL = 8500 WATTS / 240 VOLTS = 35.42 AMPS SERVICE REQUIRED = 109.61 + 35.42 = 145.09 AMPS 4 Hai N � LL CP i n ,,,0r a -- a ci■ Q SEAL DATE GIYI�! ! R IFER P.E. 12292 MAR. 11, 19 2 500 20 POOL PUMP 1 2 HEAT PUMP 50 5800 20 3 4 50 200 15 POOL LIGHTING 5 6 1 8 LOAD BKR LOAD BKR. DESCRIPTION DESCRIPTION CIRCUIT NO. CIRCUIT NO. SUS PANEL CIRCUIT NO. CIRCUIT NO. 3 1 3/0 tHW• IN 2" COND. F.P.L METER DESCRIPTION DESCRIPTION BKR LOAD 3 +64 t4 -IU•1 4. 1 46 6 tNll�N IN 1" COND. 1 -2P -504 1- 2P -20A 1- IP -15A ! KR LOAD 3 46 12 THUN IN 1/2" CONDUIT NOUSE ! JUNCTION PANEL / , . 504 DISC. BOX 5 NP NEAT PUMP 3 +'12 TNW• IN - TIMER 3°6 THWN IN 3/4" COND. 1/2" CONDUIT 2 HP PUMP ELECTRIC FRISEFR DIAGRAM 110V/12V TRANSFORMER 2 46 10THWN 4 1 +112 TNWN IN 1/2" CONDUIT NO SCALE 12 VOLT POOL LIGHT LOAD CALCULATION: GENERAL LIGHTING: 2000 50. FT. x 3 WATTS / SO. FT. = 6000 WATTS DRYER = 5000W WATER NEATER = 45001U RANGE = I2000W APPLIANCE = 4500W MICROWAVE = 1000W WASHING MACHINE = I500W REFRI DGE RA TOR = 1200W WELL PUMP = 2100W SUB TOTAL = 35300W FIRST 10KW AT 1000 = I0000W 25300W At 40% = 11320W TOTAL = 21320W AIR CONDITIONER= 50001ll TOTAL = 26320 WATTS 26320 WATTS / 240 VOLTS = 109.61 AMPS SUB PANEL: POOL PUMP = 2500W HEAT PUMP = 5800W POOL LIGHTING 200W TOTAL = 8500 WATTS / 240 VOLTS = 35.42 AMPS SERVICE REQUIRED = 109.61 + 35.42 = 145.09 AMPS 4 Hai N � LL CP i n ,,,0r a -- a ci■ Q SEAL DATE GIYI�! ! R IFER P.E. 12292 MAR. 11, 19 2" X 4" COL. 2 "X4 "COL. 2 "X4 "COL. " X 4" COL. X 4" COL. O in d' EXISTING RESIDENCE. 4' -II" r 0 P VIEW rO N r VIEW 6' -O'• 2" X 1" BM. 2 "X1 " EM. 2" X 1" BM. 2" X 1" BM. 2" X 1" BM. 2" X 1" BM. 3' -II" NOTE: CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 4' -11" EXISTING RESIDENCE. 2" X 8" BM. 4 1/4" N 2" X 4" COL. 2" X 4" COL. 2" X 4" COL. 8' -4" GENERAL NOTES: I. CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION SHEET FOR ADDITIONAL DETAILS. 3, STRUCTURE SHALL BE BUILT ACCORDING TO ATTACHED SPECIFICATION SHEETS AND DETAILS DRAM BY RAMMS ENGINEERING N. 4. DOORS ARE OPTIONAL, CONTRACTOR TQ VERIFY LOCATION, A _A11, DRP,WN JOSE NIEBLAS APPROVED MONSOUR DATE: SHOWN SCALE: OCTOBER 12, 1999. JOB: C:\ AMAYA SHEET A OF SHEETS ED)..''/vi • / • 49)( ri 200 1 /4 -7 ; ; &to AC ra/S rz.4 r RooF /0 300 T .-- ............:_,e ,............._ ( p-1 Alk otc„!/r/ a1 ,r-4t" L 9 _3 1 fl F ------F r 1 /O 4 •:.), 0 - roici .5 YL"ret. 1 K r_1'.)Allif..-..-7L1r1C) i,11 i r t k4 01)r:- - t ').')E / ; ,)o ,- _) • 5:iek - /2.1 piseJ K.A./ _ 1! / ,1 - rtJC 3 n.4 y,/ / ijr_J - 1 - 2.: F-->( , 771' 4C- 1 Abl b1r•1: rtit JLHlr 114C 11CllVInCI41Cn 1J rvn 'al-nv.a r.i".-" -". r•vv,•,.r,. ... - -. Maximum percentage glass to floor area allowed is selected by type, overhang length, and solar heat an coefficient. Maximum% = Installed % = JO GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED INSTALLED EFFICIENCY WALLS UPTO 20°/ UPT 01s/ UP TO40% U PTO 50% SEER Single Double Single Double Single Double Single Double OH SHOO OH - SHGC OH - SHGC 2;- .87 75 0 .57 OH - SHGC 1'- .78 0'- .61 OH - SHGC 3'- .87 2'- .75 1 '- 57 0'- 39 OH - SHGC 2'- .78 1'- .61 0'- .44 OH - SHGC 4'- .87 3'- .75 2"- .57 1 .39 0 30 OH - RHGO 3•- .78 2 "- .61 1 '- .44 0 "- .35 - 1 .87 0 "- 75 0'- .78 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .87, double clear SHGC = .78, and single tint SHGC = .75. ANY TABLE 6C -3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 606.1 To be caulked, gasketed, weather- stripped or otherwise sealed. Max. 0.3 cfm/sq.ft. window area; .5 ctm/sq.ft. door area. 1T Exterior Windows & Doors Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations two alternatives allowed). t / y 1 Muitt -story Houses 606.1 Air barrier on perimeter of floor cavity between floors, = Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. .\ Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. • Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gash must be provided. External or built -in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78 %. 7 Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). = = Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ HVAC Duct C onstruction, I nsulation & Installation 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. f H VAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 1/ EQUIPMENT MINIMUM EFFICIENCY INSTALLED EFFICIENCY WALLS Central A/C - Split SEER = 10.0 SEER = J() • • CEILINGS 1 ' - Single Pkg. SEER = 9.7 SEER = noon Room unit or PTAC EER = 8.5 EER = • ` Electric Resistance ANY R -6 No minimum - Heat pump • Split HSPF = 6.8 HSPF = ' • • Single Pkg. HSPF = 6.6 HSPF = HEAT Room unit or PTHP COP = 2.7' HSPF/ = • C( Gas, natural or propane Fuel Oil AFUE AFUE = = .78 .78 AFUE AFUE ` HOT WATER tt ��p Electric Resistance EF = .88 • (/ (/ Gas; Natural or L.P. EF = .54 Fuel Oil EF = .54 COMPONENT MINIMUM INSULATION INSULATION INSTALLED WALLS Concrete Block Frame, 2' x 4' Frame. 2' x 6' Common, Frame Common, Masonry R -5 R -11 R-19 R-11 R -3 P. " P5 • • ' • CEILINGS 1 Under Attic Single Assembly: Enclosed Frame Metal Pans Single Assembly; Open Common, Frame R- 303`_ R -19 R -13 R -10 R-11 -_ FLOORS Slab -on -grade Raised Wood Raised Concrete Common, Frame No Minimum R -11 R -5 R -11 1"`- • 0 E Ir, unc onditioned space In conditioned space R -6 No minimum - ' See Table 6 -3, 6 -7 Climate Zones 7 8 9 TABLE 6C-1 : PRESCRIPTIVE REQUIREMENTS FOR SMALL ADDITIONS (600 Sq. FL and Less), RENOV GEM- .,L DIRECTIONS. 1. On Table 6C -1 indicate the R -value of the insulation being added to each component and the efficiency levels of the equipment being instated. AI R- values and efficiencies installed must meet a exceed the minimum values listed. Components and equipment neither being added not renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area In the addition as follows. Total the areas of al glass windows, sliding glass doors and glass door panels. Double the area or all iron- vertical root giass and add a lc the previous !dal. When glass in existing exterior wags is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the foal glass area. Di the adjusted glass area total by the conditioned floc are y of the addition. Multiply by 100 to get the percent. And the largest glass percentage under which your calcualed percentage rafts on Table 6C -2. Prescriptves are given by the type of glass Single or Double pane) and the overhang (OH) paired w th a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum sotar heat gain coefficient allowed is specified. Actual glass windows and doors previously it the exterror walls of the house and being reinsta in the addition do not have to comply trAth the overhang and solar heal gain coefficient requirements on Table 5C -2. Ag new glass in the addition must meet the requirement !a one or the options in the glass percentage category you indicated. The overhang (OH) distance a measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Repiacemenl glass needs to meet the following requirements. Any glass ype and solar heat gain coefficient may be used for glass areas which are under at least a twc loot overhang and whose lowest edge does not extend further Oran 8 feet from the overhang. Glass areas being renovated that do not meet this critera must be either single -pane Unled, double -pane clear or double -pane tinted 4. BUILDING SYSTEMS. Comply when new system is instated for system instated. 5. Complete the Information requested on the top half at page 1 6. Read 'Minimum Requirements for Sinai Additions and Renovators', Table 6C -3, and check all applicabie items. 7. Read, sign and date the 'OvmeriAgenr certification statement on page 1. 13.206 (Revised November, 2001) FLORIDA BUILDING CODE - BUILDING fit SHT. SHT. SHT. SHT. roposed Interior Remodelin \cr ''ec st INDEX OF DRAWINGS 1 2 3 4 - COVER SHEET / SITS PLAN - BUILDING DRAWINGS - ELECTRICAL /MECHANICAL /PLUMBING DRAWINGS - GENERAL NOTES / SPECIFICATIONS ZONING DATA ZONING: R -1 HEIGHT (to ridge) NET LAND AREA LOT COVERAGE (everything under roof) FLOOR AREA RATIO (F.A.R.) SET BACKS: REQUIRED FRONT SIDE SIDE STREET REAR NOTES: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the Public Records of this County. Section 553.19(10), Florida Statutes, a=ffective 1/10/&1. EXIST. WINDOW FRONT ELEVATION (SOUTH) E X I S T I N G G A R A G E EXIST. CONC. GRILL c2 E X I S T I N G SIDE ELEVATION (EAST) S eet, M i SINGLE FAMILY RESIDENCE R E S I D E N C E 11 4030 CASE. ZONE 4 12 S.F. ( +42.89) (- 45.90) OCATION OF EXIST. DOOR TO SE BLOCKED UP 1/4" 1/4" PROPOSED INTERIOR REMODELING to - Lae Reside Sr lc I c 15' -0" 900 5F. ( .11 AC) 1 - 151 SF. (15.2 %) 1151 5F. (18.2 %) PROVIDED 25 -0" 10' -0' N/A 4V-0' EXIST. WINDOW TOP OF BEAM ic A BoT BM. +6' -i0" BOT OF BEAM TOP BM. 46' -2" EXIST. 8' -0" x 7' -0" 0.H. DOOR PROPOSED INTERIOR REMODELING EXIST. WINDOW E X I S T I N G R E S I D E N C E ice of: EXIST. WINDOW Si' EXIST. CONC. TIE BEAM EXIST. CONC. TIE BEAM OVER GARAGE DOORS I • 5 BARS IN GROUT PILLED CELLS • DOOR / WINDOW LOCATION. k y D RLL I V P x 6 P OLES, REMOVE DUST 4 DEBRIS, POUR NIGH STRENGTH EPDXY GROUT 4 INTRODUCE • 5 x 36" LONG DOILELS. TYP. OVER DOORS / WINDOWS SH 13 WIND. ZONE 4 5 S.F. ( +45.08) (- 61.47) 3' -0" x 6' -8" WD S.C. DR. ZONE 5 20 S.F. ( +42.89) (- 58.06) EXISTING BEAM DETAIL N.T.S PROPERTY LINE REAR ELEVATION (NORTH) 1/4" PROPERTY LINE CI -CAIN LINK FENCE LINE OF BLOCK WALL BELOW EXIST 42" W 41-4 UJOOD GATE W/ SELF CLOSING £ CI41 LDPROOF LOCK UJOOD FENCE PROPERTY LINE - 15.00' EXIS ING 1 - STOR RE $IDENCE PROPERTY J 0 Q Z 3 L i X z W 0 V LINE z 3 N • X z w 0 15 Northeast 92nd Street SETE PLAN 1/8 LEGAL DESCRIPTION WEST 30 FT LOT 6 4 EAST 45 FT LOT 1, BLOCK 49 OF AMENDED PLAT OF MIAMI SMOKES. ACCORDING TO TI4E PLAT T44EREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 10 OF THE PUSLfC RECORDS, MIAMI -DADE COUNTY, FLORIDA. a. zN W Z 0 0 Q z1- W Z 0 0 v EXIST. ORAI1FI ELD I I EXIST. SEPTIC T K at J 10' hX15TING SIDE SETBACK i / EXIST 42" W 4'44 LSUcOD RASING al LOCK CHILDP I PROPERTY LINE C1-IA IN LINK FENCE PROPERTY LINE Al 60° 4/5 2D3 3/ 5 Eusebio M. Mora Architect Fla, Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 CO 0 w 0 2 LU CC 0 a_ 0 DATE: SCALE: 0 w DRAWN BY: 1-- W W cc W 0 U z J 0 1 - SHEET NUMBER: aS 0 0 IL of 0 os L Q) 4) L 0) oi 0 4) z n M CHECKED BY: EMM ATTACHMENT NO,: ATTACHMENT# DRAWING FILE NO.: 2002 -033 12/19/02 NOTED 1 0 F WINDOW SCHEDULE FLOOR PLANS / DETAILS REVISED BY: WIDTH HEIGHT TYPE FRAME :31VCI ® 81-4 13 19 -1/8" 38 -3/8" REMARKS: ALUMINUM WOOD S.C. ® 4030 ON 36" CASEMENT ALUMINUM SWING 0 AUTO CLOSER • GARAGE r PrFJECT: lt • 350 Northeast 92nd Street, Miami Shores, Florida. < a a < < < a Robert McCI DRAWN' i3Y: :'•... M•JA CHECKED BY: • a•' • .•: ' EMM 1 ATTACHMENT NO1: ATTACHMENT# DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 2 0 f 4 WINDOW SCHEDULE MARK STAND. WIDTH HEIGHT TYPE FRAME REMARKS ® 81-4 13 19 -1/8" 38 -3/8" SINGLE PIING ALUMINUM WOOD S.C. ® 4030 48" 36" CASEMENT ALUMINUM SWING 0 AUTO CLOSER • GARAGE NOTES= - SINGLE HUNG EGRESS TYPE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT t 5.1 S.F. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR ONE EGRESS TYPE WINDOW TO BE INSTALLED IN EACH BEDROOM. 2 - PROVIDE HURRICANE SHUTTERS AS PER SF.B.C. 3 - PROVIDE TRANSLUCENT GLAZING AT BATHROOM WINDOWS. DOOR SCHEDULE MARK WIDTH HEIGHT THICK TYPE DESCRIPTION REMARKS` GI 3' - 0" 6' -8" I -3/4" SWING WOOD S.C. (2) 3' -0" 6' -8" 1 -3/4" SWING WOOD S.C. AUTO CLOSER • GARAGE '�— r L LINE OP BOTTOM CI -IORD OF WOOD TRUSSES 2" x 4" WD. TOP PLATE PROVIDE 2 "x6' COPT WD. BACKING 1 KITCHEN CAB. LOCATION. Ir2' DRYWALL ON 2" X 4" WO. STUDS 16" O:C. OR 3 -5/6' MTL 811.1DS 416" O.C. 25 GA MIN. (TYP.) 2' x 4' PT. WD. SOT. PLATE CONC. FLOOR INT. PARTITION DETAIL 1" to • 5 IN GROUT FILLED CELL • ALL NEW DOOR LOCATION ONLY 1" x 4" P.T. WD. BUCK W/ 1/4" X 2" "TAPCON " SCREWS s 4" FROM THE ENDS 1 • 15" O.C. MAX. ELSEWHERE, EMBEDDED IN CAULKING IMPACT RESISTANT GLAZING OR STORM SHUTTERS DOOR /WINDOW BUCK DETAIL 1 -1/2" JAMB / HEAD SIMILAR RF IG. " EXIST. KITCHEN SINK )O SILL WINDOW SILL DETAIL 1 -1/2" • AOr EXIST. LAUNDRY 5 REMOVE EXIEBt 8' BLOCK WALL AND DOOR AS INDICATED REMOVE EXST. DOOR AND i31.00(1 Up EXIST. ELECTRICAL PANEL EXIST. ONE—CAR GARAGE EXIST. 8'4x08' -O' O.H. DOOR EXISTING FLOOR PLAN EXISTING BLOCK WALL TO BE REMOVED MARBLE SILL IMPACT RESISTANT GLAZING OR STORM SPUTTERS CAULKING ALL AROUND 4" x 8" CONC CAP U1/(U REMOVE EXIST. WINDOW AND PROVIDE NEW OPENNG A 0 0 0 0 1/4" EXIST. WINDOW SINK 1°1 LEVEL w/I OPOSED. K[ cHEN.... PANTRY EXIST 6-1 PROPOSED NEW PARTITION WALLS 3' -4" J 8 PROPOSED FLOOR PLAN 0 EXIST. ONE-CAR GARAGE MT 8'- 0'x8' -0' O.H. DOOR 3 REMOVE EXI'-T. WINDOW AND PROVIDE NE OPENING 1/4" PROVIDE DRYWALL 4 R - INSULATION 9 SLOPED t . RAFTER SECTION CEILNG PROVIDE NEW 4" CONC. SLAB W/ 6"._ 6' 10/10 1.11.11)11 ON .006 MIL V APOTf BARRIER ON 95%o COMP. FILL. 5LA8 s GAE t UTIL. ROOMS TO TC1-1 EXIST. KITCHEN LEVEL /[ o-02 Eu8ebio M. Mora Architect Fla. Lk. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 DETAIL. EXISTING S "x 12" CONC. TIE BEAM DOWEL 1 EPDXY GROUT 5 VERt. BAR INTO EXIST. CONC. TIE BM. 6" MIN. EXISTING 8' CONC. BLK PROVIDE 1 M 5 VERTICAL DOWEL 4 GROUT FILL EACI -1 CELL EXISTING 10 "x 16" CONC. FTG DOWEL. 4 EPDXY GROUT • 5 VERT. BAR INTO EXISTING CONC. FTG. 6" MIN. 3/4" NEW GROUT FILLED CELL DETAIL EXIST. 1x U1O. BEAM STEEL PLATE 1 - THRU SOLTB NEW 3' $ 8TL COL. 3116' TH. uv L'' THIUC 8 "x8" BOT. PL. W/ (4) - -5/8" x 6' LONG AB. ENCASE STL. COL. IN 3 "MIN. CONC COVER OUTLINE OP NEW CONC. I=TG. DETAIL 1" � AT STEEL. COL. PROVIDE NEW 4' CONC. SLAB UJ/ 6" x 6" 10 (1 1.1111.41 ON .006 MIL VAPOR B IER ON S6% COMP. FILL SLAB w GARAGEE�! UTIL EXIST. KITCHEN LEVEL r r r PROPOSED FOUNDATION PLAN 1/4" 24" • 1 L___ 3 r-f 1/4' TIP. 3 '. 4 1 1 N EXIST. 10" X 16' FTG. N lU • 3 M GROUT FILLED CELL 11' x 14 "x14' CONCRETE FTG. W/ (4) 0 5 EA. WAY. NEW 3' $ BTL. COL. 3/16' 11-1. ID/ THICK 8"x8' SOT. PL W (4) -5/8" x 6' LONG AB. 6' -4" EXIST. ONE -CAR GARAGE -J STEEL COLUMN LE 6' 'f TOP PLATE WOOD BEAM LOCATION TOP PLATE W000 BEAM LOCATION 1/4x5'x6" U TOP STEEL PLATE W/ 2 -1/2' THRU BOLTS TYP. 1/4x5'x6" U TOP STEEL PLATE W/ 2 -1/2" THRU BOLTS 3' SQUARE STEEL COL 3/16' THICK I I Zzo 11 Jt 80T PLATE POTi 4-- 1 /2 ' 6' ANC O R BOLTS 3" SQUARE STEEL, COL 3/16 THICK 3TE 6L'UTH LE. 11 / /2'x8 x8' KT _ PLAT 2 pi ANC OR BOLTS r r L L DETAIL. NEW CONC STEP EXISTING ROOF FRAMING PLAN PROVIDE NEW 4 " CONC. SL.AB x6',10/10 W.WM ON .006 MIL VAPOR BARRIER ON 95% COMP. FILL GRADE 3/4" 1/4n -J J ▪ '- EXIST 2x6 WD ROOF RAFTER TYP. NEW 3' * STL COL. 3/16' I1. 1w 1, 2" THICK 8 "x8' BOT. Pll 11/ (4) -5/8' x 6" LONG AB EXIST 2x6 WD ROOF RAFTER TIP. 1 Eusebio M. Mora Architect Fla. tic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 I PLANS / DETAILS REVISED BY: :31y4 REMARKS: 57;1 PROJECT: 350 Northeast 92nd Street, Miami Shores, Florida. CHECKED BY: EMM ATTACHMENT t■i0:: - - � ATTACHMENT# DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 2A OF 4 DETAIL. EXISTING S "x 12" CONC. TIE BEAM DOWEL 1 EPDXY GROUT 5 VERt. BAR INTO EXIST. CONC. TIE BM. 6" MIN. EXISTING 8' CONC. BLK PROVIDE 1 M 5 VERTICAL DOWEL 4 GROUT FILL EACI -1 CELL EXISTING 10 "x 16" CONC. FTG DOWEL. 4 EPDXY GROUT • 5 VERT. BAR INTO EXISTING CONC. FTG. 6" MIN. 3/4" NEW GROUT FILLED CELL DETAIL EXIST. 1x U1O. BEAM STEEL PLATE 1 - THRU SOLTB NEW 3' $ 8TL COL. 3116' TH. uv L'' THIUC 8 "x8" BOT. PL. W/ (4) - -5/8" x 6' LONG AB. ENCASE STL. COL. IN 3 "MIN. CONC COVER OUTLINE OP NEW CONC. I=TG. DETAIL 1" � AT STEEL. COL. PROVIDE NEW 4' CONC. SLAB UJ/ 6" x 6" 10 (1 1.1111.41 ON .006 MIL VAPOR B IER ON S6% COMP. FILL SLAB w GARAGEE�! UTIL EXIST. KITCHEN LEVEL r r r PROPOSED FOUNDATION PLAN 1/4" 24" • 1 L___ 3 r-f 1/4' TIP. 3 '. 4 1 1 N EXIST. 10" X 16' FTG. N lU • 3 M GROUT FILLED CELL 11' x 14 "x14' CONCRETE FTG. W/ (4) 0 5 EA. WAY. NEW 3' $ BTL. COL. 3/16' 11-1. ID/ THICK 8"x8' SOT. PL W (4) -5/8" x 6' LONG AB. 6' -4" EXIST. ONE -CAR GARAGE -J STEEL COLUMN LE 6' 'f TOP PLATE WOOD BEAM LOCATION TOP PLATE W000 BEAM LOCATION 1/4x5'x6" U TOP STEEL PLATE W/ 2 -1/2' THRU BOLTS TYP. 1/4x5'x6" U TOP STEEL PLATE W/ 2 -1/2" THRU BOLTS 3' SQUARE STEEL COL 3/16' THICK I I Zzo 11 Jt 80T PLATE POTi 4-- 1 /2 ' 6' ANC O R BOLTS 3" SQUARE STEEL, COL 3/16 THICK 3TE 6L'UTH LE. 11 / /2'x8 x8' KT _ PLAT 2 pi ANC OR BOLTS r r L L DETAIL. NEW CONC STEP EXISTING ROOF FRAMING PLAN PROVIDE NEW 4 " CONC. SL.AB x6',10/10 W.WM ON .006 MIL VAPOR BARRIER ON 95% COMP. FILL GRADE 3/4" 1/4n -J J ▪ '- EXIST 2x6 WD ROOF RAFTER TYP. NEW 3' * STL COL. 3/16' I1. 1w 1, 2" THICK 8 "x8' BOT. Pll 11/ (4) -5/8' x 6" LONG AB EXIST 2x6 WD ROOF RAFTER TIP. 1 Eusebio M. Mora Architect Fla. tic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 ELECTRICAL SCHEDULE 'A' 120 / 240 V -1 O - 3 WIRE 200 A FLUSH MTD. PANEL CIRCUIT NUMBER WIRE SIZE DESCRIPTION MARK POLF$ C/B TRIP LOAD (WATTS) CEILING DEMAND NO. DEM. REMARKS: _n EXISTING LOADS SWITCHED RECEPTACLE OUTLET I 0 ) 1 7 0;1 -e FAN TIP SPEEID,RPM MAX SINGLE RECEPTACLE OUTLET M 14 LIGHTS / RECEPT. (3W x 1122 SF.) TOTAL STATIC PRESSURE,IN. OF H2O 1P - 15A 5166 IO[TTT11 HEAT LAMP 4 EXHAUST FAN COMBO 10 a 12 GPI RECEPTACLES 0 BATHROOM DRAWI.4. aY: • • - , M_JA 1P -20A 4500 ATTACHMENT ATTACHMENT# 1111 0 8 A /C -1 - A.H.U. W/ 1.5 KW HEATER SCALE: NOTED 2P -40A TELEPHONE OUTLET 8100 • • S A /C -1 - C.U. 0 125% $ p 2P -40A CONSTRUCTIONI 6200 • YES DISCONNECT SWITCH YES CONTROL TYPE: FAN BOX W/ INCANDESCENT FIXTURE ® EXHAUST FAN el - WALL MTD. INCANDESCENT NEW LOADS DOOR BELL SURFACE MTD. INCANDESCENT A -1 0 12 LIGHTS / RECEPT. (3W x 120 SF.) RECESSED HI - HAT 1P -20A 360 A -2,3 • 12 SMALL APPLIANCES (3 01500W) 1P -20A 4500 A -4 M 12 REFRIGERATOR 1P -204 1500 A -5,1 * 10 WATER HEATER *1 2P -30A 4500 A -6 M 12 WASHER 1P -20A 1500 A - 8,10 * 10 DRYER 2P - 30A 5000 A - 9,11 " 6 RANGE (OPTIONAL GAS RANGE) 2P -504. 12000 A -12 * 12 EXHAUST FAN OVER COOKTOP 1P -20A 1000 A -13 M 12 GARBAGE DISPOSAL 1P -20A 1000 A -14 M 12 DISHWASHER 1P -20A 1000 TOTAL LOAD • NON - CONCURRENT LOADS 42,026 8,100 LOAD CALCULATIONS: 30,910 / 240 = 129 AMPS FIRST 10,000 UJ 6 100% = 10,000 WATTS REMAINING 32,026 W * 409s = 12,810 WATTS A/C LOAD 8,100 W 9 100% a 8,100 WATTS TOTAL LOAD a 30,910 WATTS TITLE: ELECTRICAL /MECHANICAL PLUMBING PLANS REVISED BY: MARK AREA SERVED DESCRIPTION MARK :31VO =Q CEILING DUPLEX RECEPTACLE OUTLET 1 1 REMARKS: _n 180 SWITCHED RECEPTACLE OUTLET I 0 ) 1 7 0;1 -e FAN TIP SPEEID,RPM MAX SINGLE RECEPTACLE OUTLET DO< FLOODLIGHTS SURFACE MTD. TOTAL STATIC PRESSURE,IN. OF H2O .125 PRO.:ECT: 350 Northeast 92nd Street, Miami Shores, Florida. IO[TTT11 HEAT LAMP 4 EXHAUST FAN COMBO 10 =I - DRAWI.4. aY: • • - , M_JA CHES,;(EO BY: •' - - €MM �� NO.: ATTACHMENT ATTACHMENT# 1111 DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 3 OF 4 VENTILATION FAN SCHEDULE SYMBOL LEGEND MARK AREA SERVED DESCRIPTION MARK DESCHIPrT1ON =Q CEILING DUPLEX RECEPTACLE OUTLET 1 1 SURFACE MTD. FLOURESCENT _n 180 SWITCHED RECEPTACLE OUTLET I 0 ) 1 RECESSED MTD. FLOURESCENT -e FAN TIP SPEEID,RPM MAX SINGLE RECEPTACLE OUTLET DO< FLOODLIGHTS SURFACE MTD. TOTAL STATIC PRESSURE,IN. OF H2O .125 - QUADRUPLEX RECEPTACLE OUTLET IO[TTT11 HEAT LAMP 4 EXHAUST FAN COMBO 10 =I - FLOOR DUPLEX RECEPT OUTLET L —' - ELECTRICAL PANEL SINGLE SPECIAL PURPOSE OUTLET $ SINGLE POLE SWITCH NUTONE MODEL NUMBER: TELEPHONE OUTLET $3 THREE WAY SWITCH SMOKE DETECTORS TELEVISION OUTLET $ p SINGLE POLE SWITCH W/ DIMMER CONSTRUCTIONI STEEL JUNCTION SOX YES DISCONNECT SWITCH YES CONTROL TYPE: FAN BOX W/ INCANDESCENT FIXTURE ® EXHAUST FAN el - WALL MTD. INCANDESCENT t 1 DOOR BELL SURFACE MTD. INCANDESCENT SMOKE DETECTORS TO at: HARDWIRED 4 INTERCONNECTED TO NON- SWITCHED KITCHEN 1 TITI NOR ESATNROOM I.ICsNTING RECESSED HI - HAT VENTILATION FAN SCHEDULE UNIT DESIGNATION EF -1 AREA SERVED KITCHEN HOOD LOCATION CEILING FAN TYPE CEILING NVJ TOTAL AIR CFM 180 FAN WHEEL TYPE CENT. DRIVE TYPE DIRECT FAN TIP SPEEID,RPM MAX - FAN SPEED,RPM TOTAL STATIC PRESSURE,IN. OF H2O .125 FAN MOTOR H ;P(NON OVERLOAD) 2.0 AMP FAN MOTOR STARTER TYPE - STARTER FURN(!SHED BY - ELECTRICAL SERVICE AVAILABLE 120 -1 -60 DESIGN MANUFACTURER NUTONE MODEL NUMBER: SM6530AA ACCESSORIES SERVICE SWITCH SMOKE DETECTORS - FIRE DAMPER - CONSTRUCTIONI STEEL MULTI BLADE BACKDRAFT DAMPER YES BIRDSCREEN YES CONTROL TYPE: - AUTOMATIC SHUTTER - FACTORY FABRICATED CURB - SON ES 6.5 ELECTRICAL NOTES 1. GROUNDED ROMEX or "SMURF" MAY SE USED. 2. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED WHERE EXPOSED UP 70 4 FEET ID SUBJECT TO MECHANICAL INJURY OR IN DAMP OR WET LOCATIONS. 3. STEEL RACEWAY INSTALLED UNDERGROUND SHALL BE PAINTED WITH TWO COATS BITUMASTIC PAINT. 4. WALL OUTLET BOXES SHALL BE 4" SQUARE. CEILING OUTLET BOXES SHALL • OCTAGON OR SQUARE. 5. .ACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL PANELS, WIRING DEVICES, CONDUIT, WIRING, MISCELLANEOUS SYSTEM, ETC. AS SHOWN ON PLANS OR AS REQUIRED FOR ACOMPLETE ELECTRICAL INSTALLATION. 6. FIXTURES AND LAMPS SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS NOTED OTI-EREWISE. - 1. PANE LBOARD -ALL CURRENT CARRYING COMPONETS SHALL OE COPPER. SPLIT OR TWIN TYPE BREAKERS ARE NOT ACCEPTABLE. CIRCUIT DIRECTORIES SHALL BE NUMBERED CONSECUTIVELY ON THE LEFT SIDE TO 50% AND CONTINUED ON THE RIGHT SIDE. 8. DISCONNECT SWITCHES SHALL BE GENERAL DUTY. 9. PROVIDE PULL WIRE IN EACH EMPTY RACEWAY. 10. CONTRACTOR SHALL DO ALL CUTTING, SLEEVING, EXCAVATING AND BACKFILLING NECESSARY FOR THE INSTALLATION OF HIS EQUIPMENT AND THE PATCHING THEREAFTER 11. CONTRACTOR SHALL INSTALL ALL STARTERS AND CONTROL DEVICES FURNISHED BY OTHER CRAFTS AND COMPLETE WIRING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND APPROVED WIRING DIAGRAMS. ELECTRICAL EQUIPMENT FURNISHED BY OTHERS WILL ISE CONNECTED UNDER THIS CONTRACT INCLUDING ALL NECESSARY WIRING, CONDUIT, AND FITTINGS. CONTROL WIRING SHALL BE UNDER THE SUPERVISION OF THE SUS- CONTRACTOR FURNISHING THE EQUIPMENT. 12. ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL OR NATIONAL CODES AND WITH THE UTILITY COMPANY REGULATIONS. 13. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAMEPLATE DATA OF AIR CONDITIONING EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. 14. ELECTRICAL INSTALLATION SHALL CONFORMTO REQUIREMENTS OF N.E.C. 110 -16(a) AND N.E.G. 384 -2 FOR PANELBOARDB, INCLUDING SPACES A13OVE THE EQUIPMENT. 15. CONTRACTOR SHALL PREWIRE ALL TELEPHONE OUTLETS WITH 4/C *24 TELEPHONE CABLE RUN IN PARTITIONS AND DROPPED CEILING FROM INCOMING TELEPHONE JUNCTION BOX. 16. CONTRACTOR SHALL PREWIRE ALL. TELEVISION OUTLETS WITH RG58U COAXIAL CABLE RUN IN PARTITIONS AND DROPPED CEILINGS FROM INCOMING CABLE T.V. JUNCTION BOX. ELECTRICAL INSTALLATION DESIGNED FOR THIS PLAN IS IN COMPLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. R CONDITIONING SPECIFICATIONS 1 THE K THAT IS TO SE OMB UNDER THIS HEADING INCLUDES THE NG OF ALL LABOR, MATERIALS, EQUIPMENT, PERMIT, FEES, INPECTIONS, TEST, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE AIR CONDITIONING SYSTEM BHOUN ON THE DRAWINGS AND /OR LISTED BELOW. CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH ALL EXISTilkiG CONDITIONS AND SCOPE OP WORK. CONTRACTOR SHALL ANY DESCREPANCIES TO ARCHITECT - ENGINEER FIFTEEN (113) PRIOR DAYS TO BIDS. THE NATURE THIS PROJECT INVOLVES THE REMODELING OF EXISTING FACILITIES. • INTERRUPTION OP EXISTING FACILITIES AND / OR SERVICES SHALL KEPT TO A MONIMUM AND THE CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED VHENEVER TEMPORARY CONNECTIONS ARE NECESSARY TO MAINTAIN CONTINUITY OF SERVICES. COORDINATE ALL INTERRUPTIONS OF SERvIGE6 WITH THE OWNER'S REPRESENTATIVE. • VENTILATION PUCTWUORG SHALL BE GALVANIZED STEEL WITH GAUGES, DUCT N6TUTIONB, BRACING AND SUSPENSION IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE LATEST EDITION OF THE ASHRAE GUIDE AND SMACNA STANDARD& DUCT SIZES BHOILN ARE PAIRSIDE" DIMENSION. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. E DUCT SHALL BE SELF - SUPPORTING ALUMINUM CONBTRUTION WITH THICK BLANKET TYPE INSULATON WITH EXTERIOR VAPOR TDAt <Itrz PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT I8 CONNECTED TO RECTANGULAR DUCTWORK 6 AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -V2" R -6 FIBERGLASS UL 181 LISTED. CLASS I' AIR DUCTWORK SHALL BE FABRICATED IN ACCORDANCE WITH 8I1ACNA STANDARDS. 1 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTEFFERENCE WITH THE PROGRESS OF CONBTRUtION AND ITS STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. a VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. e 8U6MIT SHOP DRAWING OF ALL MATERIALS AND EQUIPMENTFOR APPROVAL PRIOR TO FABRICATION. 10 OBTAIN RILL INFORPIATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILBLE FOR INSTALLATION OF THE EQUIPMENT AND MATERIALS UNDER CONt1RACTPROvIOE READY ACCESSIBILITY 1 THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT SHOWN OR INDICATED FOR A COMPLETE PLUMBING SYSTEM M ACCORDANCE WITH THESE DRAWINGS AND WITH TI-4E LOCAL PLUMBING AND BUILDING CODES. 2 CONTRACTOR 51-1ALL COORDINATE HIS WORK WITI -1 ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHANGES WILL BE ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED PROM THE ARCHITECT/ENGINEER 3 CONTRACTOR SHALL COORDINATE HIS WORK WITH CORRESPONDING UTILITY COMPANIES IN ORDER TO VERIFY THE POINTS OF CONNECTION. 4 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT AND THEIR CORRESPONDING $HOP DRAWINGS BEFORE ROUGH -IN. 5 PROVIDE ALL EXCAVATION, SACKFILL AND COMPACTION REQUIRED SY ALL PLUMNING WORK. 6 PROVIDE COMPLETE ACCESS TO ALL SYSTEM. LOCATE CLEAN -OUTS ON WALLS AND OR FLOORS AS NECESSARY, FOR ACCES AND OF USE PROVIDE PANELS, WHERE NECESSARY FOR THE WATER DISTRIBUTION SYSTEM. 1 PLUMBING CONTRACTOR TO PROVIDE ALL FLASHING AND PITCH PANS AS REQUIRED AT ALL ROOF PENETRATIONS TO ROOFING CONTRACTOR a BUILDING DRAINAGE SYSTEM DISIGN SASE ON 1/8" Pt. MINIMUM FALL, ANY DEVIATIONS SHALL SE APPROVED BY THE ARCHITECT AND ENGINEER CONTRACTOR TO PROVIDE 1" MINIMUM WATER PIPE CAPPED At EVERY ELECTRICAL SWITCI -IGRAR ROOM OR METER ROOM TO SE USED AS GROUND (IF APPLICABLE). l0 ALL VALVES UNDERGROUND TO BE INSTALLED IN PROCAST CONCRETE BOXES, BROOKS OR EQUAL. ALL MATERIALS AND EQUIPMENT 8I -TALL BE NEW AND AS FOLLOWS: A SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC OR OW (ASTM -D- 2662) 5 AC CONDENSATE DRAIN SHALL SE SCHEDULE 40 P.Y.C. C HOT AND COOL WATER LINES SHALL BE COPPER (ASTM -5-88) TYPE "L" ABOVE GOUND. TYPE "K" UNDERGROUND. D PROVIDE O(- ELECTRIC COUPLINGS AS REQUIRED FOR CONNECTION TO DIFFERENT MATERIALS SHUT -OFF VALVES AT FIXTURES AND EQUIPMENT 11 PLUMBING SPECIFICATIONS NOTE: PROVIDE SACKDRAFT DAMPER FOR EXHAUST FANS GOOSE NECK BIRD SCREEN MintitinttrEntrill TYP. GOOSENECK DETAIL TO DAMPERS, VALVES AND OTHER APPARATUS, INCLUDING ANY PART OF SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. 11 VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEARD. 12 CUT ALL OPENINGS AND CHASES REQUIRED TO ACCOMMODATE THE WORK UNDER THIS DIVISION AND REPAIR ALL FLOORS, ETC. DAMAGED BY BUGN CUTTINGS. ALL WORK DONE UNDER THIS HEAPING MUST CONFORM IN EVERY RESPECT TO FINISH AND QUALITY MATERIALS AND WORKMANSHIP SPECIFIED UNDER APPROPRIATE SECTIONS FOR THE BUILDING. 13 GUARANTEES: A ALL COMPRESSOR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM DATE OP START -UP. s CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DM =ECT6 FOR A PERIOD OF NOT LESS THAN I YEAR FROM DATE OF ACCEPTANCE. 14 TESTING' A ALL REFRIGERANT HIGH BIDE PIPING TO 300 PSIG LOUD BIOS TO 1130 PBTG AFTER TESTING EVACUATE SYSTEM TO 2S" MERCURY GAUGE PRESSURE WITH VACUUM PUMPJ -TOLD FOR 25 HOURS WITH PUMP OFF BREAK VACC M WITH REFRIGERANT. s BALANCE AIR SYSTEM TO DELIVER QUANTITIES AND EACH OUTLET WITHIN 5 PERCENT USING AA.15.C. PROCEDURES AND TESTS SUBMIt AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTIO■. 15 REFRIGERATION SUCTION PIPING SHALL 15E INSULATED WITH 3/4" NCOAFELX. ARMAFELX INSULATION MAY ONLY BE USED IN NON - PLENUM AREAS. FINISH WHERE EXPOSED WITH 2 COATS OF WHITE LATEX PAIN ALL AS PER MANUFACTURER'S INSTRUCTION. 16 ALL REFRIGERANT PIPING SHALL BE TYPE "K" WARD COPPER TOGETHER WITH LOROUGHT COOPER SOLDER FITTINGS JOINTS SHALL BE MADE WITH SILVER SOLDER OR "SILFOS' ALL CONDENSATE DRAIN PIPING TO BE SCHEDULE 40 TYPE II WKsH IMPACT PVC WITH BLIP JONT FITTING OF THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED BY THE FITTING MANUFACTURER 11 DUCT MOUNTED SMOKE DETECTORS SHALL 13E EDWARDS G8 MODEL No 62648 IONIZATION DETECTOR OR APPROVED EQUAL. DETECTOR TO ME INSTALLED PER UL268A DETECTORS SHALL COMPLY WILL ALL REQUIREMENT') LISTED ON NPPA. 90A AND TIED TO FIRE ALARM SYSTEM. REQUIRING WATER SUPPY. E INSULATE ALL 140T WATER LINES WITH lam" FIBERGLASS WITH SELF SEALING UNIVERSAL JACKET. F PLUMBING FIXTURES - AMERICAN STANDARD, KOHLER, CRANE OR EQUAL. G FLOOR AND ROOF DRAINS, IF USED, JOSAN OR EQUAL, FLOOR DRAINS SHALL BE RESEALED. H ELECTRICAL WATER HEATERS GLASSLINED, 5 YEARS GUARANTEED A.O. SMITH OR EQUAL. 1 VALVES - 125 PSI NIBCO SCOTT OR EQUAL. K HOSE BIBBS CHICAGO 952, OR EQUAL. L ALL EXPOSED PIPENG At FIXTURES AND EQUIPMENT SHALL BE CHROME PLATE ESCUTCHEONS AS REQUIRED. 12 PERFORM THE FOLLOWING TESTS: A WATER PIPING SHALL BE SUBJECTED TO HIDROSTATIC PRESSURE TEST OF 100 PSG. FOR A PERIOD OF TIME SUFFICIENT t0 EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR B DRAINAGE PIPING- BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEM SHALL 113E CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOWED TO STAND' UNTIL INSPECTION IS MADE AND WATER LEVEL REMAINS CONSTANT. C CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST, 13 STERILIZE ALL WATER LINES WITH MIXTURE OF (2) TWO POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BIORE PLACING IN SERVICE. 14 COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN N. SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 15 PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK e1-4ALL BE FREE FROM DEFECTS OF MATERIALS 4 WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT TI-115 EXPENSE REPAIR AND REPLACE ALL WORK WICK BECOMES DEFECTIVES DURING GUARANTEE PERIOD. ASPHALT SHINGLE ROOF INTEGRAL CAP AND SASE PLASHING WOOD SNEATININCx ON WOOD TRUSSES n.t.s. NOTES: 1. INTERLOCK TEF -1 WITH LIGHTS. 2. ACCEPTABLE MANUFACTURERS ARE COOK, GREENHECK OR PENN. EXIST. ELECTRICAL PANEL ELECTRICAL PLAN 1/4" .„) woh' eNK (2 RJ) 36' H. TABLE ,'.',',',' „ kX I Bt . .F IB 11 R !aLA S 0 • C S T • • TO A 1 1� '.','11,1111'1 ,, , ,, , ,, ,, ,,,, ,1,11., 1111.,.........,,,..1,.,....... 1111... 1111111..11...11.1.. 11.11. 111111111 .. 11 11• ..11111 EXIST. %IJCT EXIST. WINDOW MECHANICAL / PLUMBING PLAN CONNECT TO EXIST. WATER LNES LO �U VERIFY NOTES: 1: SLOPE 2” SAN. LINES 1/4" PER FT. MIN 2: SLOPE 3 "& 4 SAN. LINES 1/8" PER FT. MIN 3: PROVIDE ANTI -SCALD VALVE AT TUB 4' BANItARY SEWER L NE CONNE TO SEPTIC T ANK (SEE SITE PLAN) CONNECT TO EXIST. COLD WATER LINE (CONT. ITON.) 0 2 WAY C.O. 15P-1 E»l. F=AN tHlel texas Mr.!) WI 't• O (2E, c A) MTL °HUTON8' 180 GFM OR EWA LW BUtLT -N BACKORAFT DAMPER EXIST. ONE -CAR GARAGE EXIST. 8'- 0'x8' -0' O.H. DOOR 1/4 EXHAUST FAN THRIF100 W/ 4" DIA GAM METAL (26 GA) DUCT. NUTONE OR ECIIAL 1B CRT. EXHAUST % I V ; AL Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 1 6th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: GENERAL NOTES / SPECIFICATIONS REVISED BY: :31Va REMARKS: 'ON PROJECT: 350 Northeast 92nd Street, Miami Shores, Florida. Rol DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 4 OF 4 SECURITY AND FORCED ENTRY NOTES ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING SHALL COMPLY AND BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36, SECURITY AND FORGED ENTRY OF THE FLORIDA BUILDING CODE, LATEST EDITION MAIN ENTRANCE DOOR: SNGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROW MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF I" KEY OPERATED FROM THE EXTERIOR. ALL OOD JAMBS SHALL BE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE NTEGRITY OF THE LOCK AND LATCH. DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR SHALL HAVE NON - REMOVABLE PINS. DOUBLE DOOR: THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS, OPERATED BY A CYLINDER LOCK. THE INACTIVE LEAF SHALL HAVE A MULTIPLE POINT LOCK WITH 5/S" MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS. GARAGE TO LMNG AREA DOORS THESE DOORS SHALL BE LOCKED WITH A LATCH AND A SINGLE DEAD BOLT WITH A I" MNIMUM THROW, OR A COMBINATION DEADLATC-4 AND DEADBOLT. GARAGE DOOR: OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS, ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/8" PENETRATION. VENTS SHALL NOT EXCEED 8" IN LEAST DIMENSION AND SHALL NOT BE CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. SLIDING GLASS DOORS: SLIDING GLASS DOORS SHALL BE INSTALLED AND CONSTRUCTED SO THAT PANELS CANNOT BE LIFTED FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE SLIDING DOORS SHALL BE LOCKED WITH A PIVOTED 4-400K TYPE SINGLE BOLT. TO RESIST SLIDING ON THE DOOR BY FORCE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN BOLT STRENGTH EFFECTIVENESS. OTHER EXTERIOR DOORS: EXTERIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT IS KEY-OPERATED FROM T1-4E EXTERIOR WHERE A KEY -(N -THE -KNOB TYPE LOCK IS USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR. METAL GRATES AND GRILLE-TYPE DOORS SHALL BE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING THE INSIDE ACTIVATOR FROM OUTSIDE DOORS. LOUVERS SHALL NOT BE INSTALLED IN THE EXTERIOR WALL OF AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA IS PROTECTED 13 INTRUSION SECURITY DEVICES. FOR HE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS SHALL BE ILLUMINATED BY VANDAL - RESISTANT GLOBES AND SUCH ILLUMINATION SHALL BE ACTIVATED DURING THE DARK PERIOD OF EVERY DAY. OPEN P ARKING LOTS AND ACCESS THERETO, PARKING: AND NON-ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED MINIMUM OF ONE FOOT- CANDLE OF LIGHT ON THE PARKING AND WALKING SURFACES FROM DUSK UNTIL 10 • ES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. WINDOWS: UJINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK - OPENING DEVICES SO THAT THEY MAY BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOWS SHALL BE CONSTRUCTED THAT • FIXED OR LOCKED CANNOT SE REMOVED FROM THEIR FRAMES FROM THE OUTSIDE. HINGE PINS OF ALL EXTERIOR OPERABLE WINDOWS SHALL NAVE NON - REMOVABLE PINS OR BE OF INIERLOCKFNG STUB TYPE AND HAVE NON - EXPOSED SCREWS. BURGLAR GUARDS: BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES 50 THAT THEY MAY • READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE SO ATTACHED THAT OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMF'ARABLE PROTECTION SHALL BE ACCEPTABLE IN LIEU OF PLAIN METAL BARS AND GRILLES. OTHER INTERIOR DOORS: EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. SITE NOTES 1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGH, GRADING, SUB - GRADES AND COMPACTING 45 INDICATED IN THE CONTRACT DOCUMENTS. 2. TREES TO REMAIN AND /OR RELOCATE AS SELECTED BY OWNERSHALL BE PROTECTED AS REQUIRED 3. TREES TO BE REMOVED SHALL BE CUT AS DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND TREE STUMPS SHALL BE REMOVED FROM JOB SITE 4. IF SIDEWALK IS PROVIDED IT SHALL BE AS DIRECTED BY THE CORRESPONDING PUBLIC WORKS DEPARTMENT 5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION THAT COULD BE DAMAGED 6. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS 1, PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB a REFER TO SITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING STRUCTURAL and GENERAL NOTES 1. SOIL STATEMENT: A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KS.F. (UNLESS NOTED OTHERWISE) B. PROVIDED PROPERLY COMPACTED NON - ORGANIC FILL TO 95 % MODIFIED PROCTOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2. CONCRETE A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.S.I B. TESTS: A MNIMUM OF (7 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39. ONE AT 3 DAYS ONE AT 1 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL HAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1) CONCRETE POURED AGAINST THE EARTH - 3" 2) CONCRETE EXPOSED TO EARTH OF WEATHER * 5 OR SMALLER - 1 I/2" * 6 OR LARGER - 2" 3) CONCRETE NOT IN CONTACT WITH THE GROUND BEAMS AND COLUMNS - 1 1/2" SLABS AND WALLS - 3/4" 3. REINFORCING STEEL: A. REINFORCING BARS MUST CONFORM WITH ASTM 4615 GRADE 60 WELDED WIRE FABRIC MUST CONFORM WITH ASTM 4 -185 AND MUST BE SUPPORTED ON SLAB BOLSTER SPACED AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACf 315 D. ALL ACCESSORIES MUST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4. MASONRY WALLS: A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WITH ASTM C210 OR TYPE M (2000 P.5J.) C. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90, EON GRADE N, TYPE 1, NORMAL WEIGHT WITH FM =1500 P9I D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2000' PSI STRENGTH AT 28 DAYS. E. REINFORCING: USE DURAWALL TRUSS *9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BARS AS SPECIFIED ON THE PLANS AND GROUT FILL BLOCK. 5. WOOD A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PROFE SIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND THAT U.N-1ICH IS REQUIRED DURING CONSTRUCTION. B. ALL WOOD MEMBERS MUST HAVE A MINIMUM OF Fb = 1200 P.S.I. EXCEPIT FOR 4 X 12 HEADER BEAMS WN1014 MUST HAVE A MINIMUM OF 1500 P.S.I. C. ALL WOOD IN CONTACT W /CONCRETE, MASONRY, OR LATH SHALL BE PESSURE TREATED AS PER THE "AMERICAN WOOD - PRESERVERS ASSOCIATION ". 6. STRUCTURAL STEEL: A. PIPE COLUMNS MUST CONFORM WITH ASTM 453 GRADE B. PLATES AND 2OLLED SECTIONS SHALL BE ASTM 4 -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A -500 GRADE B. B. BOLTS MUST CONFORM WITH ASTM A -235 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION ANI2 ERECTION SHALL BE ACCORDANCE WITH 416C SPECIFICATIONS 7. SLABS ON FILL: A. TO SE PLACED ON CLEAN, NON - ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS POURED. CONCRETE IS TO BE PLACED ON 0.006 IN VISQUEEN VAPOR BARRIER SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH IS NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 8. APPROVALS: A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE C. A/C CONTRACTOR SHALL SUBMIT FOR ARCHITECTS APPROVAL SHOP DRAWINGS WHICH SHOW DUCT SIZE 4 LAYOUT, EQUIPMENT SIZE, MANUF, MODEL * AND COMPLIANCE WITH ENERGir CODE REQUIREMENTS SHOWN ON THE DRAWINGS. A/C CONTRACTOR SHALL SE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND DEHUMIDIFICATION IN ACCORDANCE WITH ASHRAE STANDARDS. 9. COORDINATION: A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO TI-4E ARCHITECT'PRIOR TO FABRICATION C. GARAGE SHALL BE PROVIDED WITH A PERMANENT SIGN WITH 1/2" 1-4IGI -1 LETTERS LOCATED ON THEIR INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED. CARBON MONOXIDE EMISSION 15 LETHAL" D. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER IN WRITING, OP ANY DISCREPANCY IN THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION ON HIS PART. FAILURE TO DO SO WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER HIS CONTRACT. MATERIAL LEGEND • }l 1 001 CONCRETE BLOCK POURED CONCRETE (Small Scale) POURED CONCRETE (Large Scale) SYMBOL LEGEND PRECAST CONCRETE BRICK SLATE MORTAR BED / STUCCO SECTION MARKER DETAIL SYMBOL ELEVATION SYMBOL NORTH ARROW ROOM NAME OR NUMBER 10' -0" TO STUD 10 -1" TO MASONRY I— — I I — I 1 —I 1 1— I11 I 1 I11= II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II ( 5 ) STANDARD DIMENSIONING METHOD STEEL i r PARTITION CONCRETE BLOCK -- 1 FINISH WOOD 11111111111111111111 PLASTIC ROUGH WOOD (BLOCKING) COMPACTED FILL BLANKET INSULATION RIGID INSULATION DOOR NUMBER WINDOW SYMBOL COLUMN AXIS DESIGNATION ELEVATION MARKER EQUIPMENT SYMBOL X0t) 1 ) 2/V a2 Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 WINDOW SCHEDULE MARK FLOOD PLANS / DETAILS WIDTH HEIGHT :3jva £o /' /s REMARKS ® 4036 REMARKS: AS —BUILT REVISION CASEMENT ALUMINUM WOOD S.C. 0 4020 4E3" 24" CASEMENT ALUMINUM DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 2 0 F 4 WINDOW SCHEDULE MARK STAND. WIDTH HEIGHT TYPE FRAME REMARKS ® 4036 48" 36" CASEMENT ALUMINUM WOOD S.C. 0 4020 4E3" 24" CASEMENT ALUMINUM SWING 0 AUTO CLOSER 0 GARAGE NOTES; - SINGLE HUNG EGRESS TYPE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING .4 CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT 4 5.1 5P. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR ONE EGRESS TYPE WINDOW TO BE INSTALLED IN EACH BEDROOM. 2 - PROVIDE HURRICANE SI- UTTERS AS PER S.F.B.C. 3 - PROVIDE TRANSLUCENT GLAZING AT BATHROOM WINDOWS. DOOR SCHEDULE MARK WIDTH HEIGHT 11-IICK TYPE DESCRIPTION REMARKS 1 3' -> " 6 ' -S" 1 -3/4" SWING WOOD S.C. 02 2' -0" 6 ' -8" 1 -3/4" SWING WOOD S.C. AUTO CLOSER 0 GARAGE L. LINE OF BOTTOM CHORD OP WOOD TRUSSES 2" x 4" U.O. TOP PLATE PROVIDE 2 "r6' CONT WO. BACKING a KITCHEN CAB. LOCATION. 112' DRYWALL Ot4 2" X 4" WD. 6TU04. 16" O.C. OR 3 -5/8' MIL STUDS 116" O.C. 25 GA MIN. (ITN 2' x 4" PT. (O. SOT, PLATE CONC. FLOOR INT. PARTITION DETAIL 1" 1 JAMB / HEAD SIMILAR (1) • 5 IN GROUT FILLED CELL • ALL NEW DOOR LOCATION ONLY 1" x 4" P.T. WD. BUCK W/ 1/4" X 2" "TAPCON " SCREWS s 4" FROM THE ENDS 4 45" O.C. MAX. ELSEWHERE, EMBEDDED IN CAULKING IMPACT RESISTANT GLAZING OR STORM 61- 1UttER5 DOOR/WINDOW BUCK DETAIL. 1 -1/2" RE Ic. L -- EXIST. KITCHEN SINK ©O - - --j 0 WINDOW SILL DETAIL. 1 -1/2" SILL EXIST. LAUNDRY 5" REMOVE EXIST. 8" BLOCK WALL AND DOOR AS INDICATED REMOVE EXIST. DOOR AND BLOCK UP EXIST. ELECTRICAL PANEL EXIST. ONE -CAR GARAGE • EXIST, 8'- D'x8' -0' O.H. DOOR EXISTING FLOOR PLAN EXISTING BLOCK WALL TO BE REMOVED MARBLE 51LL IMPACT RE515TANT GLAZING OR STORM SHUTTERS CAULKING ALL AROUND 4" x e" CONIC CAP W /(1)•5 REMOVE EXIST. WINDOW AND PROVIDE NEW OPENNG 0 0 0 0 1/4" 8 PROPOSED FLOOR PLAN EXIST. \NINDOW SINK PANTRY Il LEVEL i/� PROPOSED NEW PARTITION WALLS LEVEL / / / ./J //. PROPOSIQ K[TCHFN 36' H.TABLE 1I RE - LOVE EXIST. DOOR AND PROVIDE NEU OPENING i PROVIDE DRYWALL 4 R -19 INSULATION a SLOPED WD. RAFTER ING SECTION DF CEIL C4 EXIST. ONE -CAR r.A.RAGE EXIST, 8' - 0 "x8' - O.R. DOOR 0 EFRIG. 0 1/4" PROVIDE NEU 4 " CONC. 5LAES LW "x6 ", 10/10 W.WM ON D06 MIL VAPOR BARRIER ON 95% C FILL ROOMS TO MATCH UTIL. EXIST. KITCHEN LEVEL Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 1 6th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 • DETAIL EXISTING 8 "x 12" CONC. TIE SEAM DOWEL 4 EPDXY GROUT " 5 VERT. BAR INTO EX15T. CONC. TIE BM. 6" MN. EXISTING 8" CONC. BLK PROvIpE I • 5 VERTICAL DOWEL 4 GROUT FILL EACH CELL EXISTING 10 "x 16" CONC. FTG DOWEL / EPDXY GROUT 5 VERT. BAR INTO EXISTING CONC. FTG. 6" MIN. 3/4" NEW GROUT FILLED CELL DETAIL J r EXIST. Tx WD. BEA &1E EL PLATE U.V 2.1/2" THRU BOLTS NEW 3" 9 STL. COL, 3/16' TH. W/ II" THICK 8 "x8" SOT. PL. UJ/ (4) -5/8' x 6' LONG A.B. ENCASE OIL. COL. IN 3 "MIN. CONC COVER OUTLINE OP NEW CONC. ETG. DETAIL 1r AT STEEL COL. I 1 PROVIDE NEW 4" CONC. SLAB W/ 6" x 6 ", 10/10 1.11111M ON .006 MIL VAPOR BARRIE ON '35% COMP. FILL SLAB GARAGE 4 UTIL. ROOMS TO MATCH EXIST. KITCl N LEVEL PROVIDES" x 12" MIN. CONC. TIE COL W/ 45VERT. TIES 1 2" O.C. —. PROPOSED FOUNDATION PLAN 1/4" • I . ; • •• Ilk': • • .i 24" 3' -8" I L IN FIELD r • TYP. (1) . 5 IN GROUT FILLED CELL 12" x 24 "x24" CONCRETE FTG. W/ (4).5 EA. WAY. NEW 3' 1 BTL. COL. 346" TH. W/ If2" THICK 8 "x8' SOT. PL. W/ (4) -518" x 6" LCNG AB. Irk ' . TLY J EXIST. 10' X 16' FTG. 6' -4" J STEEL COLUMN FROILE TOP PLATE WOOD BEAM LOCATION 1/4x5 "x6" U TOP STEEL PLATE W/ 2 -1/2" THRU BOLTS V4' TYp. 1/4x5 "x6" U TOP ;STEEL PLATE W/ 2-1/2" THRU BOLTS 3' SQUARE _sic 3/16 COL TOP PLATE WOOD BEAM LOCATION 1 / 1 II I I / I I I ' I I s-._ _ _ 1 1.1 J - - ^ -- -- . - 1 1 EXIST. ONE -CAR GARAGE -4- 'co F TYP g6T -- PIAT 4 -1 2x6" ANC OR BOLTS 3' SQUARE ST E4 COL 3/16 THICK B S I OT PLATE 3 /16 --N' d 1 /2'x8"x8' H I I PL4T STEEL • I I II 4 -1 2x6' • )' )I ANC OR BOLTS / \ / \ BOT PLATE r r EXIST. CLG JOISTS 2 x 8 TO REMAIN 1 DOUBLE UP i KITCHEN CLG. 2 "x IT" WD BEAM BOLTED 111/1/2 A.B.• 24"O.C. IN 4 "x 6 "x 6' LONG ( 1 4" THICK) (2) -1/2" THRU BOLTS INTO WOOD BEAM (4) -I/2" ANCHOR BOLTS INTO CONC. TIE BEAM EXISTING ROOF FRAMING PLAN x N {Y 4" J J 1/4" J 43 r �Oj N f EXIST 2x6 WD ROOF RAFTER Ti NEW 3" 1 STL COL. 3/16" 11. 1u/ IVY" THICK 8 "x8" SOT. PIF. W/ (4) -5/8' x 6" LONG AB, EXIST Tx6 WD ROOF RAFTER TYP. 1 5A /o/t) Eusebio M. Mora Architect Fla. Lie. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 iI • DETAIL EXISTING 8 "x 12" CONC. TIE SEAM DOWEL 4 EPDXY GROUT " 5 VERT. BAR INTO EX15T. CONC. TIE BM. 6" MN. EXISTING 8" CONC. BLK PROvIpE I • 5 VERTICAL DOWEL 4 GROUT FILL EACH CELL EXISTING 10 "x 16" CONC. FTG DOWEL / EPDXY GROUT 5 VERT. BAR INTO EXISTING CONC. FTG. 6" MIN. 3/4" NEW GROUT FILLED CELL DETAIL J r EXIST. Tx WD. BEA &1E EL PLATE U.V 2.1/2" THRU BOLTS NEW 3" 9 STL. COL, 3/16' TH. W/ II" THICK 8 "x8" SOT. PL. UJ/ (4) -5/8' x 6' LONG A.B. ENCASE OIL. COL. IN 3 "MIN. CONC COVER OUTLINE OP NEW CONC. ETG. DETAIL 1r AT STEEL COL. I 1 PROVIDE NEW 4" CONC. SLAB W/ 6" x 6 ", 10/10 1.11111M ON .006 MIL VAPOR BARRIE ON '35% COMP. FILL SLAB GARAGE 4 UTIL. ROOMS TO MATCH EXIST. KITCl N LEVEL PROVIDES" x 12" MIN. CONC. TIE COL W/ 45VERT. TIES 1 2" O.C. —. PROPOSED FOUNDATION PLAN 1/4" • I . ; • •• Ilk': • • .i 24" 3' -8" I L IN FIELD r • TYP. (1) . 5 IN GROUT FILLED CELL 12" x 24 "x24" CONCRETE FTG. W/ (4).5 EA. WAY. NEW 3' 1 BTL. COL. 346" TH. W/ If2" THICK 8 "x8' SOT. PL. W/ (4) -518" x 6" LCNG AB. Irk ' . TLY J EXIST. 10' X 16' FTG. 6' -4" J STEEL COLUMN FROILE TOP PLATE WOOD BEAM LOCATION 1/4x5 "x6" U TOP STEEL PLATE W/ 2 -1/2" THRU BOLTS V4' TYp. 1/4x5 "x6" U TOP ;STEEL PLATE W/ 2-1/2" THRU BOLTS 3' SQUARE _sic 3/16 COL TOP PLATE WOOD BEAM LOCATION 1 / 1 II I I / I I I ' I I s-._ _ _ 1 1.1 J - - ^ -- -- . - 1 1 EXIST. ONE -CAR GARAGE -4- 'co F TYP g6T -- PIAT 4 -1 2x6" ANC OR BOLTS 3' SQUARE ST E4 COL 3/16 THICK B S I OT PLATE 3 /16 --N' d 1 /2'x8"x8' H I I PL4T STEEL • I I II 4 -1 2x6' • )' )I ANC OR BOLTS / \ / \ BOT PLATE r r EXIST. CLG JOISTS 2 x 8 TO REMAIN 1 DOUBLE UP i KITCHEN CLG. 2 "x IT" WD BEAM BOLTED 111/1/2 A.B.• 24"O.C. IN 4 "x 6 "x 6' LONG ( 1 4" THICK) (2) -1/2" THRU BOLTS INTO WOOD BEAM (4) -I/2" ANCHOR BOLTS INTO CONC. TIE BEAM EXISTING ROOF FRAMING PLAN x N {Y 4" J J 1/4" J 43 r �Oj N f EXIST 2x6 WD ROOF RAFTER Ti NEW 3" 1 STL COL. 3/16" 11. 1u/ IVY" THICK 8 "x8" SOT. PIF. W/ (4) -5/8' x 6" LONG AB, EXIST Tx6 WD ROOF RAFTER TYP. 1 5A /o/t) Eusebio M. Mora Architect Fla. Lie. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 ELECTRICAL SCHEDULE ' A ' 2 0 A FLU PANEL WIFE CIRCUIT NUMBER WIRE SIZE DESCRIPTION LOCATION POLES C/9 TRIP LOAD (WATTS) SURFACE MTD. FLOURESCENT DEMAND NO. DEM. REMARKS: PLUMBING REVISION EXISTING LOADS -e SINGLE RECEPTACLE OUTLET PON FLOODLIGHTS SURFACE MID. :> - 0 14 LIGHTS / RECEPT. (3W x 1122 SF.) HEAT LAMP 4 EXHAUST FAN COMBO IP -15.4 5166 Nor. and Mrs. Robert [MCI ELECTRICAL PANEL DRAWN BY: MJA 0 12 GFI RECEPTACLES ID BATHROOM ATTACHMENT# 1P -20.4 4500 DATE: 12/19/02 SCALE: NOTED 0 8 .4/C -1 - A.N.U. W/ 1.5 KW HEATER MODEL NUMBER 2P - 404 TELEVISION OUTLET 8100 • SMOKE DETECTORS • 8 A /C -1 - G.U. ta 125% DISCONNECT SWITCH 2P -40A PAN SOX W/ INCANDESCENT FIXTURE 6.200 • BIRDSCREEN YES WALL MID. INCANDESCENT G I DOOR SELL - FACTORY FABRICATED CURB - SONES SURFACE Mtn. INCANDESCENT NEW LOADS SMOKE DETECTORS TO BE HARDWIRED t INTERCONNECTED TO NON - SWITCHED KITCHEN OR E3ATHROOM LIGHTING GIRCWT8. RECESSED HI - NAT A -I 0 12 LIGHTS / RECEPT. (3W x 120 8F.) 1P -20A 360 A -2,3 • 12 SMALL APPLIANCES (3 61500W) 1P -20A 4500 A -4 • 12 REFRIGERATOR 1P -204 1500 A -5,1 • 10 WATER HEATER "1 2P -30A 4500 A -6 • 12 WASHER IP -20A 1500 4-8,10 0 10 DRYER 2P -30A 5000 A -9,11 • 6 RANGE (OPTIONAL GA8 RANGE) 2P -0A 12000 A -12 • 12 EXHAUST FAN OVER COOKTOP 1P -20,4 1000 A -13 • 12 GARBAGE DISPOSAL 1P -20A 1000 4-!4 • 12 DI5HWA5HER IP -20A 1000 TOTAL LOAD • NON - CONCURRENT LOADS 42,026 8,100 LOAD CALCULATION.: 30,;!10 / 240 7 129 AMPS FIRST 10,000 W 1 9 I009', = 10,000 WATTS REMAINING 32,026 W g 40% = 12,810 WATTS A/C LOAD 8,100 W 9 100% : 8,100 WATTS TOTAL LOAD : 30,910 WATTS TITLE: ELECTRICAL /MECHANICAL PLUMBING PLANS :A8 a3S A3Z1 DESCRIPTION MARK DESCRIPTION LOCATION :31b4 r 2o/ttic SURFACE MTD. FLOURESCENT REMARKS: PLUMBING REVISION RECESSED MID. FLOUREBGENT -e SINGLE RECEPTACLE OUTLET PON FLOODLIGHTS SURFACE MID. :> - QUADRUPLEX RECEPTACLE OUTLET IO[III1I HEAT LAMP 4 EXHAUST FAN COMBO 1 _ J PROJECT: 350 Northeast 92nd Street, Miami Shores, Florida. Nor. and Mrs. Robert [MCI ELECTRICAL PANEL DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2002 -033 DATE: 12/19/02 SCALE: NOTED SHEET NUMBER: 3 OF 4 SYMBOL LEGEND MARK DESCRIPTION MARK DESCRIPTION LOCATION DUPLEX RECEPTACLE OUTLET I 1 SURFACE MTD. FLOURESCENT SWITCHED RECEPTACLE OUTLET FC) I RECESSED MID. FLOUREBGENT -e SINGLE RECEPTACLE OUTLET [XXI FLOODLIGHTS SURFACE MID. :> - QUADRUPLEX RECEPTACLE OUTLET IO[III1I HEAT LAMP 4 EXHAUST FAN COMBO 1 FAN MOTOR HP(NCJN OVERLOAD) FLOOR DUPLEX RECEPT OUTLET ELECTRICAL PANEL STARTER FURNISHED BY - ELECTRICAL SERVICE AVAILABLE 120 -1 -60 SINGLE SPECIAL PURPOSE OUTLET SINGLE POLE SWITCH GI TELEPHONE OUTLET $ 3 THREE WAY SWITCH MODEL NUMBER SM6530AA TELEVISION OUTLET $D SINGLE POLE SWITCH W/ DIMMER SMOKE DETECTORS JUNCTION BOX ( J DISCONNECT SWITCH CONSTRUCTION PAN SOX W/ INCANDESCENT FIXTURE ® EXHAUST FAN BIRDSCREEN YES WALL MID. INCANDESCENT G I DOOR SELL - FACTORY FABRICATED CURB - SONES SURFACE Mtn. INCANDESCENT SMOKE DETECTORS TO BE HARDWIRED t INTERCONNECTED TO NON - SWITCHED KITCHEN OR E3ATHROOM LIGHTING GIRCWT8. RECESSED HI - NAT VENTILATION FAN SCHEDULE UNIT DESIGNATION EF -1 AREA SERVED KITCHEN HOOD LOCATION CEILING FAN TYPE CEILING NVJ TOTAL AIR CFM 180 FAN WHEEL TYPE CENT. DRIVE TYPE DIRECT FAN TIP SPEED,RPM MAX - FAN SPEED,RPM TOTAL STATIC PREISSURE,IN. OF H2O .125 FAN MOTOR HP(NCJN OVERLOAD) 2.0 AMP - FAN MOTOR STARTER TYPE STARTER FURNISHED BY - ELECTRICAL SERVICE AVAILABLE 120 -1 -60 DESIGN MANUFACTURER NUTONE MODEL NUMBER SM6530AA ACCESSORIES_ J SERVICE SWITCH - SMOKE DETECTORS - FIRE DAMPER - CONSTRUCTION STEEL MULTIBLADE BACKITDR-AFT DAMPER YES BIRDSCREEN YES CONTROL TYPE - AUTOMATIC SHUTTER - FACTORY FABRICATED CURB - SONES 6.5 ELECTRICAL NOTES GROUNDED 1. ROMEX or "SMURF" MAY BE USED. 2. RIGID GALVANIZED STEEL CONDUIT SHALL 15E USED WHERE EXPOSED UP TO 4 FEET AND SUBJECT TO MECHANICAL INJURY OR IN DAMP OR WET LOCATIONS. 3. 5TEEL RACEWAY INSTALLED UNDERGROUND SHALL BE PAINTED WITH TWO f UMAST IC PAINT. 4. WALL OUTLET BOXES SHALL BE 4" SQUARE. CEILING OUTLET BOXES SHALL OCTAGON OR SQUARE. 5. CONTRACTOR SHALL FURNISH; AND INSTALL ALL ELECTRICAL PANELS, WIRING CONDUIT, WIRING, MISCELLANEOUS SYSTEM, ETC. A5 SHOWN ON PLANS OR A5 REQUIRED FOR ACOMPLETE ELECTRICAL INSTALLATION. 6. 16 AND LAMPS SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY ELECTRICAL. CONTRACTOR, UNLESS NOTED OTHEREWISE. 1. PANELBOARD -ALL CURRENT CARRYING COMPONETS SHALL BE COPPER SPLIT OR TWIN TYPE BREAKERS ARE NOT ACCEPTABLE. CIRCUIT DIRECTORIES SHALL BE NUMBERED CONSECUTIVELY ON THE LEFT SIDE TO 50% AND CONTINUED ON THE RIGHT SIDE. 8. DISCONNECT SWITCHES SHALL BE GENERAL DUTY. 9. PROVIDE PULL WIRE IN EACH EMPTY RACEWAY. , 0. CONTRACTOR SHALL DO ALL CUTTING, SLEEVING, EXCAVATING AND BACKFILLING NECESSARY FOR THE INSTALLATION OF 1-415 EQUIPMENT AND THE PATCHING THEREAFTER AIR CONDITIONING SPECIFICATIONS I THE WORK THAT IS TO ESE DONE UNDER THIS HEADING INCLUDES THE FURNISHNG OF ALL LABORS, MATERIALS, EQUIPMENT, PERMIT, FEES, 3, TEST, INSURANCE, ETC. li clUIRED FOR THE COMPLETfON OP THE t CONDITIONING SYSTEM SHOWN ON THE DRAWINGS. AND /OR - OUJ. OR SHALL VISIT THE SITE TO E3ECOME FAMILIAR WITH ALL extoittio CONDITIONS AND SCOPE OF WORK. CONTRACTOR SHALL etiamir r DESCREPANCIES to ARCHITECT- ITIGINEEER FIFtEETI (13) PRIOR DAYS TO E3ID$. THE NATURE THIS PROJECT INVOLVER THE REMODELING OF EXISTING FAC'L.ITIEs3. ON OF EXISTING FACILITIES AND / OR SERVICES SHALL KEPT TO A MONIMUM AND THE CONTRACTOR SHALL FURNISH ALL MATERIALS REQUIRED VHENEVER TEMPORARY CONNECTIONS ARE Y TO MAINTAIN CONTINUITY OP SERVICES. COORDINATE ALL INTERRUPTIONS OF BERVICE6 WITH THE Ot1NER'8 REPRESENTATIVE. *4 DUCTu1ORK SHALL BEE GALVANIZED STEEL WITH GAUGER, DUCT >TUTIONR, BRACING AND SUSPENSION IN ACCORDANCE WITH RECOMMENDATICI•16 SET FORTH IN THE LATEST EDITION OF THE ASHRAE GUIDE AND SMAGNA STANDARDS. DUCT SIZES Sit-4OWN ARE DIMENSION. NSION. VERIFY EXACT LOCATION OF DUCT WITH RESPECT O STRUCTURE BEFORE FABRICATION. 5 FLEXIBLE DUCT SHALL BE SELF- SUPPORTING ALUMINUM CONSTRI.JTION BLANKET TYPE INSULATON WITH EXTERIOR VAPOR BARRIER PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT 16 CONNECTED TO RECTANGULAR DUCTWORK. 6 AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -1/2" R -6 FIBERGLASS UL 181 LISTED. CLASS 1' AIR DUG11UORG SHALL BE FABRICATED IN ACCORDANCE WITH RMACINA. et AWARDS.. 1 ALL WORK SHALL ESE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITI.1 THE PROGRESS OP CONBtRJTION AND ITS STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. a VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 9 SUBMIT SHOP DRAWING OF ALL MATERIALS AND EQUIPMENTFOR APPROVAL PRIOR TO FABRICATION. 10 OBTAIN RILL INFOI 1ATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AvAIABLE FOR INSTALLATION OP THE EQUIPMENT AND MATERIALS UNDER CONTRACTPROVIDE: READY ACCESSIBILITY II PLUMBING SPECIFICATIONS 1 THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT 31-10UN OR INDICATED FOR A COMPLETE PLUMBING SYST IN ACCORDANCE WITH THESE DRAWINGS AND WITH THE LOCAL PLUMBING AND BUILDING CODES. 2 CONTRACTOR SHALL COORDINATE 1-416 WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHANGES WILL BE ACCEPTED UNLESS .4 PRIOR WRITTEN APPROVAL HAS BEEN ISSUED FROM THE ARCHITECT/ENGINEER 3 CONTRACTOR SHALL COORDINATE HI8 WORK WITH CORRESPONDING UTILITY COMPANIES IN ORDER TO VERIFY TI-4E POINTS OF CONNECTION. 4 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT AND THEIR CORRESPONDING 61-10P DRAWINGS BEFORE ROUGH -IN. 5 PROVIDE ALL EXCAVATION, SACKFILL AND COMPACTION REQUIRED SY ALL PLUMNING WORK 6 PROVIDE COMPLETE ACCESS TO ALL SYSTEM. LOCATE CLEAN -OUTS ON WALLS AND OR FLOORS AS NECESSARY, FOR ACCE& AND OF USE PROVIDE PANELS, WHERE NECESSARY FOR THE WATER DISTRIBUTION SYSTEM. 1 PLUMBING CONTRACTOR TO PROVIDE ALL FLASHING AND PITCH PANG AS REQUIRED AT ALL ROOF PENETRATIONS TO ROOFING CONTRACTOR g BUILDING DRAINAGE SYSTEM DISIGN BASE ON 1/8" FT. MINIMUM FALL, ANY DEVIATIONS SHALL BE APPROVED SY THE ARCHITECT AND ENGINEER • CONTRACTOR TO PROVIDE P' MINIMUM WATER PIPE CAPPED AT EVERY ELECTRICAL SWITCHGRAR ROOM OR METER ROOM TO BE USED AS GROUND (IF APPLICABLE). 10 ALL VALVES UNDERGROUND TO BE INSTALLED IN PROCAST CONCRETE BOXES, BROOKS OR EQUAL. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND AS FOLLOWS: A SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC OR OW (ASTM -D- 2662) B AC CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.V.C. C HOT AND COOL WATER LINES SHALL BE COPPE=R (ASTM - - 88) TYPE "L" ABOVE GOUND. TYPE "K" UNDERGROUND. ` D PROVIDE PI- ELECTRIC COUPLINGS AS REQUIRED FOR CONNECTION TO DIFFERENT MATERIALS SHUT -OFF VALVES AT FIXTURES AND EQUIPMENT 11. CONTRACTOR SHALL INSTALL ALL STARTERS AND CONTROL DEVICES FURNISHED BY OTHER CRAFTS AND COMPLETE WIRING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND APPROVED WIRING DIAGRAMS. ELECTRICAL EQUIPMENT FURNISHED BY OTHERS WILL BE CONNECTED UNDER TI-415 CONTRACT INCLUDING ALL NECESSARY WIRING, CONDUIT, AND FITTINGS. CONTROL WIRING SHALL BE UNDER THE SUPERVISION OF THE SUB- CONTRACTOR FURNISHING TI-4E EQUIPMENT. 12. ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL OR NATIONAL CODES AND WITH THE UTILITY COMPANY REGULATIONS. 13. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAMEPLATE DATA OF AIR CONDITIONING EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. 14. ELECTRICAL INSTALLATION SHALL CONFORMTO REQUIREMENTS OP N.E.C. 110 -16(a) AND N.E.G. 384 -2 FOR PANELBOAROB, INCLUDING SPACES ABOVE THE EQUIPMENT. 15. CONTRACTOR SHALL PREWIRE ALL TELEPHONE OUTLETS WITH 4/C "24 TELEPHONE CABLE RUN IN PARTITIONS AND DROPPED CEILING FROM INCOMING TELEPHONE JUNCTION E3OX. 16. CONTRACTOR SHALL PREWIRE ALL TELEVISION OUTLETS WITH RG58U COAXIAL CABLE RUN IN PARTITIONS AND DROPPED CEILINGS FROM INCOMING CABLE T.V. JUNCTION BOX. ELECTRICAL INSTALLATION DESIGNED FOR TI-I15 PLAN 15 IN COMPLIANCE AS SET FORTH BY STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. 0005E NI=CK BIRD SCREEN 1�1!$!$!1!I!$!V$!I!$!k$!l!l!l ll!11! I tl l O1tarkin1!/ll l TYP. GOOSENECK DETAIL n.t.s. NOTE: PROVIDE SACKDRAFT DAMPER FOR EXHAUST FANS TO DAMPERS, VALVES AND OTHER APPARATUS, INCLUDI4cJ ANY PART OP SYSTEtot REQUIRED TO BE l' FOR MAINTENANCE AND OPERATIQ45. VIBRATION ISOLATION: ALL EG:LIIPMENT AS PER MANUFACTURER RECOMMENDA11ON8 TO ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEAR:". 12 CUT ALL OPENINCs6 AND CHASES REQUIRED TO ACCOMMODATE THE WORK UNta R THIS DIVISION AND REPAIR ALL FLOORS, ETC. DAMAGED 13Y 3t -1 CUTTINGS. ALL WORK GONE UNDER T1410 GuuALITY MAtep,,1M »4 WWOGMANSHIP I UNDEER D APPROPRIATE SECTIONS FOR THE BUILDING. 13 GUAF2ANTEP: A ALL COMPREV3OR MOTORS ON NEW EQUIPMENT FURNISHED UNDER THIS CONTRACT 81 -TALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM DATE OF START -UP. • CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FIFE FROM ovECTB FOR A PERIOD OF NOT LE=SS THAN 1 YEAR FROM DATE OP ACCEPTANCE. 14 TESTING: A ALL REFRt6RANt HIGH BIDE PIPING TO 300 PSIG LOU) SIDE TO 150 PSIG AFTER TESTING EVACUATE SYSTEM TO 28" MERCURY GAUGE PRESSURE WITH VACUUM PUMP.HOLD FOR 25 HOURS WITH PUMP OFF !BREAK VACCUM WITH Rt:FRIGERANT B BALANCE AIR SYSTEM TO DELIVER QUANTITIES AND EACH OUTLET WITHIN 5 PERCENT USING AA.B:C. PROCEDURES AND TESTS BUHMIT AIR BALANCE TEST R FOR APPROVAL PRIOR TO FINAL INSPECTION. is REFRIGERATION 8UCTFON PIPING SHALL 13E INSULATED WITH 3/4" INCOAFELX. AI WELX INSULATION MAY ONLY SE USED N NON-PLENUM AREAS. FINISH HERE EXP08ED WITH 2 COATS OF WHITE LATEX PAIN ALL AS PER MANUFACTURER'S INSTRUCTION. 16 ALL REFRIGERANT PIPING SHALL 13E TYPE "K" HARD COPPER, TOGETHER WITH WROUGHT COOPER SOLDER. FITTINGS JOINTS SHALL BE MADE WITH SILVER SOLDER OR "8ILF08" ALL CONDENSATE DRAM PIPING TO BE SCHEDULE 40 TYPE 11 HIGH IMPACT PVC WITH SLIP JOINT FITTING OF THE SAME MATERIALS WITH AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED 13Y THE FITTING MANUFACTURER. DUCT MOUNTED SMOKE DETECTORS SHALL BE EDWARDS GS MODEL No 62648 IONIZATION DETECTOR OR APPROVED E=QUAL... DEtECtOR TO BE INSTALLED pert UL268A DETECTORS SHALL COMPLY WILL ALL REGLIIREMENTS LISTED ON NPPA 90A AND TIED TO FIRE ALARM SYSTEM II 11 REQUIRING WATER GUPPY. E INSULATE ALL 140T WATER LINES WITH I/2" FIBERGLASS WITH SELF SEALING UNIVERSAL JACKET. F PLUMBING FIXT AMERICAN STANDARD, KOHLER, CRANE OR EQUAL. G FLOOR AND RDA DRAINS, IF USED, JOSAN OR EQUAL, FLOOR DRAINS SHALL BE RESEALED. H ELECTRICAL WATER HEATERS- GLASSLINED, 5 YEARS GUARANTEED A.O. SMITH OR EQUAL. I VALVES - 125 PSI NIBCO SCOTT OR EQUAL. K HOSE SIBBS CHICAGO 952, oR EQUAL. L ALL EXPOSED,PIPENG AT FIXTURES AND EQUIPMENT SHALL SE CHROME PLATE ESCUTCHEONS AS REQUIRED. 12 PERFORM THE FOLLOWING TESTS: A WATER PIPING SHALL SE SUBJECTED TO HIDROSTATIC PRESSURE TEST OF 100 P. FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT Not LESS ti-IAN ONE HOUR B DRAINA PIPING- BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEM SHALL,I3E CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POINT; AND ALLOWED TO STAND UNTIL INSPECTION IS 1ApG AND WAt = R LEVEL !VANS CONSTANT. C CORRECT ALL DEFECTS DISCLOSED SY ABOVE TEST, 13 STERILIZE ALL WATER LINES WITH MIXTURE OF (2) TWO POUNDS OF CHLORINATED LIME t0 EACH 1000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. 14 COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 15 PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS 4 WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, At THIS EXPENSE REPAIR AND REPLACE ALL WORK W1GH BECOMES DEFECTIVE& DURING GUARANTEE PERIOD. ASPHALT SHINGLE ROOF INTEGRAL CAP AND SASE PLASHING WOOD SHEATHING ON WOOD TRUSSES NOTES: 1. INTERLOCK TEF -1 WITH LIGHTS. 2. ACCEPTABLE MANUFACTURERS ARE COOK, GREENHECK OR PENN. 1 -2 C F I 4) kA - 2 jj.:FI GFIII) y ,. EXIST. WINDOW A -1 A -I A -5,1 -61 A- w EXIST. ONE -CAR GARAGE EXIST. 8'- 0 "x8' -0" O.H. DOOR A- 1 A -9,1 -3 qp • A-8,10 D EXIST. ELECTRICAL PANEL ELECTRICAL PLAN 1/4" EXIST. WINDOW I6T.Fi8 1�GLA8 t0 A1N•: :• ::• CONNECT To EXIST. c."�'R O VERIFY • • L'CA POINT OF NEW 94N. SEWER LINE CONNECT. (CONT. TO VERIFY:: LOCATION.)... CZ� 36' H. TABLE 3 "• (4 FU) !EP-AEA-I. FAN Tura) Roc1 (E f) W/ 1'r0 (26 CIA) MTL "NUTONE I 180 cH'I OR EQUAL. W/ HU'LT -N BACKDRAFT DAMPER EXIST. ONE-CAR GARAGE CONNECT to EXIST. COLD WATER LINE (CONT. TO VERIFY LOCATION EXIST. 8'- 0 "x8' -0" O.H. DOOR MECHANICAL 1 - /! PLUMBING PLAN* NOTES: 1: SLOPE 2" SAN. LINES 1/4" PER FT. MIN 2: SLOPE 3 "& 4" SAN. LINES 1/8" PER FT. MIN 3: PROVIDE ANTI -SCALD VALVE AT TUB (0 4, Euaebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 01/04/94 16145 92305 375 290 A re-examination was made on Clopay Corporation curroat Notico of Acceptarnee No. 91.0303,2, 91.0329;1, 91-0913.1 add 93.0331.1 (92), whereby, the ibitowlus xad addum items shall apply: (1) Allow substitutions of 1/4 inch machine bolt with a 1/4 inch rivet. (2) , Design of structural suppnrt of the door to be done by en8larch of record. (3) GD:sf ae ,x92.342 CODE COKPLIANCE XO WI[OM gty C tx METROPOLITAN DAD1a COUNTY, P ORIDA M�JhO.DAIS FLAGLER tU$t DING QUIt.t7SNa °ova eammdt as QEPART /4MT Stila , R4-0ADE RL iLER tu 3 M2T '140 WEV FLAMER 6TAtet MIAMI, FLLt1fOA 0a�9Q4 O FAX ( 0 5) e73.2908 textuary 4, 1994 .Additional engineer's seal on individual shop drawings bearing Approval startv by Product Coutsol Division should not be required. The Approval of the addendufn items shalt expire on May 29, 1994. Sincerely yours, Diamond, P,$, Product Control Divisor Supervisor X 002 P,;ETROPOLITAN DADE COUNTY, FLORIDA Chairman Bcrtrucn S. ilia-draw lice-Chairman H.U. Luse ter tlembers Ronald .4 rr James Arens rec.rtte Be rli n 77nmtas .t /. Black Laccrence .4. Borst an red Bruits Oscar Brennan John Calpon Jorge de lu Tlrnente 11. Carlton Decker i rnold Goldman Rig itard M. llama Daniel Lece+.e John Limhtrcmr Stenen Lour luceph tfuklter, Sr. James AM Cr l�illium Rile Armando ,11. Thomas Ctterhack .1lirecl 11¢uoro(1 Rua lt'irliunrs Board Consultant 1 iut Pittormo Staff Charte1 ()WILT!' Sunc1e llruu'rn Gil plat/11,0d PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut Street Suite 1600 Cincinnati, Ohio 45202 -4036. Your application for Product Approval of Models 73, 78, 80, 81A, 84A, 90, 91 and 94 Steel Overhead Garage Door WjLites under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory., Inc. Report No. 4989 dated September 1 1908 alon with drawing #300159 dated 6.27 -88 and 1300091 dat,di 6 -1, -87 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2a and the Standard Conditions on Page 3 ACCEPTANCE No.: 91- 0829.1 APPROVED Deo. 9, 1991 EXPIRES : Dec. 9, 1994 THIS IS THE COVERSHEET, SE E ADDITIONB.I_PAGES FOR SPECIFIC AND GENERAL CONDITIONS BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Appeals to be used in the Incorporated and Unincorporated areas of Dade County under the conditions set forth above. APPROVED: December 9, 1991 * *PLEASE NOTE ** tar Al -re '� METRO-DADE CENTER BOARD OF RULES AND APPEALS SUITE '010 111 NW. 1st STREET MIAMI. FLCRIDA 33128.1974 (305) 375.2981 (305) 375 -2612 Diamond, P. Product Control Division Supervisor Charles Danger, P . R.1 Deputy Secretary Metropolitan Dade County Board of Rules and Appeals -1- Clopay Coxooration 11%0 1. This approves the following overhead doors for installation up to feet above grade which shall meet the burglary- security requiremen' of Section of 3603.2 (b) (3) (aa) of the South Florida Building Code. a) 9' - 0" Wide by 8' - 0" high A galvanized steel, sectional overhead residential garage dooz incorporating five formed 0.019" thick glavanized steel sections, five 3" formed 20 gage galvanized steel stiffeners, four 1/8" annealed glass lights, two steel locks and two Lomanco 4" x 16" x 0.115" thick aluminum vents. • b) 16' - 0" Wide by 8' - 0" high Same as (a) above except provided with ten 3" formed 20 gage galvanized steel stiffeners and eight 1/8" annealed glass lights. c) 16' - 0" Wide by 8' - 0" high ACCEPTANCE No.: 91- 0829.1 APPROVED : Dec. 9, 1991 EXPIRES : Dec. 9, 1994 Same as (b) above except provided with eight 2" x 4" pressure treated pine stiffeners. Each track shall be secured with a minimum of four steel brackets screwed into a 2" x 6" wood jamb, which shall be anchored to the grouted reinforced masonry blockwall or concrete column with 3/8" diameter Phillips redhead wedge anchors having a 1 1/2" penetration and a spacing of 12" o.c. The blockwall cells shall be reinforced with four #5 bars. Gil Diamond, Product Control Division Supervisor Clogay Corpordtion -2a- vMt*�i.M.nY�'Q6i�'!d 6M12'rl_ug'�L.a." � •- _.'._aw�,°r°r..«.._., w ACCEPTANCE No.: 91 - 0829.1 APPROVED : Dec. 9, 1491 EXPIRES : Dec. 9, 1994 NOTICE OF ACCEPTANCE; SPECIFIC CONDITION it Diamond, P.E. Product Control Division Supervisor 2. The door operating mechanism, (not included in this approval) shall be certified by Underwriters Laboratories or other recognized agency. 3. Applications for building permit shall be accompanied by duplicate prints of approved drawings #D- 300159 and D- 300091. 4. Each door shall bear a label with the manufacturer's name and model designation along with the Dade County Approval #91- 0829.1. 5. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone, in accordance with Chapter 23, Sub - section 2309.1 (c) of the South Florida Building Code. 6. This renewal supersedes Notice of Acceptance #89- 0920.1 (88) dated January 9, 1989. METROPOLITAN DADE COUNTY, FLORIDA METRO DADE mem _► . : ►�'.:� •►P. I ► C METRO.DADE CENTER BUILDING & ZONING DEPARTMENT SUITE 1010 111 NW. 1st STREET MIAMI, FLORIDA 73128.1974 (305) 375 -2612 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or chance in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. • 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors; unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with Standard Conditions shall be cause for termination of Approval. Gil Diamond, P-E` Product Control Supervisor Metropolitan Dade County Building & Zoning Department is 5 ` t• 0 C .rr Cory GRo5'^. S1to' SHIPLAP SECTION DESIGN OFTIONAL I)' POLYSTYRENE FOAM INSULATION WITH LAMINATED PAPER BACKER FOR BUILDINGS ONLY CONFORMING TO S FBC SPEC 3'30S 3.13.3AA .019 "MIN ROLLED FCRF1ED FROM G -6o PER ASTI 525 -8t TOP COATED £STEEL.. YIELD .049 FORMED GALY% PRIMED 4 1 PO(YF. , F. TOP COATED STEEL END SilLeS 00012 OPENING+ WIDTH mi. DIPPED GAl.Y. PRIMET) Fa►YESTE? SSRENGTH tk3,0On .5 I. [bOR 'DUALS WOOD COOK STOP . JAMS HEADER •IRACK SHALL BE SECUTC D b11111 1PACK BRACKETS FAS11rNED TO PREWORE TREATED Zx Co WOOD JAMBS WHICH SHALL BE ANCHGRED 10 GROUtED REINFORCED MASONRY BLOCK WAIL OR CONCRETE. Col UMN W1114 3 /e," DIA PHILLIPS REDHEAD ANCHORS HAVING, A POIEVATION OF I' /L` AND A SPACING OF 12" O.C. THE 1 1..bCK WALL CELLS SHALL, BE 1tL•INFO }clr) WI14 EOM? # 5 Ft)t.) . ,r a -- -ter• . . _SAG" °. ' - - r i 3 5"1EEL U•8AR OT < '' 7 x4 WOOD RUMP. 511,2 D .034 FORMED GALV. PRUI`11,1 kVOl`1ESTER TOr COATED- STE CENTER 5111.E EONJED Tb PANEL. WITH RTV SILICONE. D H IVE ti .1 i 1 • PI E.S5URE TREATED Z ' (o WOOLS" PER SFBC SPEC Z9I3 BOTTOM ROLLER BRACKET FASTENED '•)tTnn +►14 / SHEET ME ..;CREWS �4 )REQ'D FER BRKT 3'' TAIL ZO GA. -GALV. STEEL REINF U -SAl2. ONE REQ'D PER IXOR SECTID4 N1A51ENEDV c% SHEEt METAL SCREW. 11 SCREWS REQ'D PER STILE.. END i CENTER STILES ARE FASTENED W1114 BU1 tON JOINTED CONST. TOP t BOTTOM ONLY Z : PLACES EACH EMBOSSED. t'AUEL DESLGN WOODGRAIN SMub.114 SURFACE END 5111ES FASTENED WIN BUTTON JOINTEO CONSTRUCTION EXTEROR SIDE ONLY -- 4 RCS \ff oo 0 0 I L , 'O' SHAPED BLACK VINYL ASTRAGAL A ,.•-- -Z- r: L 2_3.3 1r. DOOR LIT - MAT'L'a on GlASS LITE FRAME R CT-r MATL PVC LCTE -FRAME MATT. PVC - DOOR PANE(. MATT• .00 GALY. STL. 3" TALL 10 GA. NW. 5TFEt REM 0 - EAR C1) Will PER f'�Er T ION FA°_�'IENED WITH 314 A /8Lc 3HEU MOM ;CREW (2)4Ck A'S 1✓,Fl�' PER 51LE .050'6I.401 11 x2,050 W EXTRUDED TEMPERED ALUM BlITTOM ASTRP6AL RETAINER FA WITH II % rrortG : HEET ME1N MK, SCREW Al 24" C.C. TOP ROLLER RACKE T FASTENED . u/•I4 A / L6 SHEET METAL SCREWS (4) SCREW PER BRKT - l l l5f t Wit Mow) A C5EL No1L Btt.ow1 Na l 5011114L24 YEW) PINE 2x 4 MINIS TROS3 TOG *ER FIERY OTHEit SEG - noN• FlitgA THE 8OTR3M 1 OVIERS Ger OW itt SECTION. FASTENED AT EACH VERZ1tCAL. STIIE`IONE 1 4 -'2o $ 4• LG HEX. HD: MACHING 6CRELJ,WAS$ERkRot HINGES FASTENED WITH #14-s5/8- 1 SHEET METAL SCREWS •- CENTEp NiTK r 4 SCREw5 Rya'!; END HINGE; G SCRL.WS RE/1'r 11 oPTIO J4L w1NOow - L11 E.- THE LOCA1tot) 1- NumOER b txr e.5 Af�E OPrwntAL i ti _._ , a: UCI 1 I UM II l I me 11 %Irk - „,av'sda wercal _ • ND• --3 'r .-• 1 1 min 111 1 111 494 -.._ moor._ l00' ...s 4 192' -4 PANELS 1 , 1k12 3 FIVE PIN CYLINDER LOCK ATTACHFI TL1 CENTER STILE: \OITA TWO 310 x 1' / 1 NCa PAN HD MACHINE SCREW. ENGAGING INSIDE 115k11: LATCH FASTENED WITH FOUR 1010 sic 1 'LG FA4 HEAD SELF TAPPING SCREWS. 8011{ SIDES LACK eAK ENGAGES THE TRACK *IS HELD IN POSITION BY LOCK BAR ciuIDES. 1 toA: . 21' 1 SEE No f E 15Elot�1 • Maw w- 4?" -- 8 SAN U S 14') a PANELS 14') IUft/Kt010 •V "33 Tram 2'T APPROVED SOUTH FLORIDA DATE BY 8v exi 2 , i' /ZZ f "u� r vim-r FA61Eueo 1 utAtaUM "Poe KAu NCNB. DATE JUNE noses N Iltht4 CMECAl0 •t t UILDING CODE 19 9 / / -'_ i.:• PROD CT CONTROL DIVISION BUILDING CODE COMPLIANCE ACCEPTANCE N0. Q / '' 0& a l` J,�. NOTE : 8°--0" 11IG11 DOOR 51411111%1 HA5 UPPER P. LOWER ZI" SEC:t ION Tl;k. CARERS j 18" S ECT I O N : 7.0" 1.11GU DOOR NOT SHOWN HAS FOUR Zl'' SECTIONS 21' 21" )t (gee Note 0E14%41 " oPT10tuA1. It.1'310E :TV • • - PRIt/ LOA El :L dLZ" a - : t 04 i C21 P!R t)t^R t:'AV€ xt UI/ &ova 1 14 -1.4A ?/6 HP_C HD. MACH. LoCX. Nu TS. 9C0" � Clnpay ?yids SIAM TOLERANC ES Unk :' atad C41 4c*I1I O4• ! oat °owl Cs w *SS• AS AIgt4 As.sns41 t+s s anyedr41 d.pkJN ?maid in d» a a• propvtl d Mon CV pa .dos and rant rId es rsdrathrood id and faro VWW6l r •roes persnadart ILIAC /MI NEi /AS$Y. 3E• OPTIONAL VENT' - T HE LOCATON 4 tletABe2. OF is JTS ARC. ot=tttt)t!At I • , 01 WIS ( (.) V. - to 911 'Jet. AlV r.S. f uatC cee Moog L A + ,23 LTLLZ. .e T. D 0 i5 � . s NEifA1At, SWIM- -QE OATf G�/ 1 /$`1 CwN t 1 T" AA YOVTSEY CHECA.&O 1t+ /AM t(AI St MobEL MobEL - r3,30,'o» • • I • • . • 14J 1 NIORI�ONTAL. ANGL: .O&v x I ye. R1VE1 - 1 - S0 TO TRAC'A 1�W Su0U1 Clq C.FAR1A G E ao _ 4 a x ' viroAERtIAEX BUT P rT_OlY1 (4C1-1) 13 GA. (.O86) `+J/ GALVAN«EO pthsi -1 VERT. ANGLE 19 -OfIG x lye.; x 1V 4. 884 (76 J . ' -o» MCP) i t- 5TEF_L FALLER 7 P.AL LS t CASE; NAAOM.) RACE. 1 i t 2//// , AF t�EN - f"1 R1_ TRK. DETAIL 1/i(. alA TRAC\S OL.T #. MUT Y4-2.0x% (Z) RED'D SPLICE: Pt;AT GAL.. SZE;E - R►V5.TrE: o TO P.joTTOM TMACiK (z,) PLACES lb 1 Z tMfl 25P,`NT �b ETT O :(2 P1 _ACa� (8'0'' boor On y) 22eVEE;TIC :\\ TRACK .065 NOT S;\P GA1..V. STEEL. R►V 6'1'V ��j�PLACes TO TRgCK � 5� , Act ARK� TO -r go (0-Pt 5 $ 3Am8 s • FN u( F. TO Taf;O < 2' 05 T tscAL TRA cK 15" op( 12 R Y 110 QIP GAIN. STEEL. ft) O I 1G G A, (.061) STL W/ GAUL 1~ 1 N I S‘} _TRACK la GA. C. lo►) 511, • `+i/ GAL. F1Nls1i r \FC.T 1QN E?- R . 1. 7 I4(; .MD____ tt] C2 ES . .075 - n-iK W/ G LVANlaWQ ►N\SN � FASTENED \ +J/ 5 /ic, ,, 1% LAG GCRE;\r,1 - S. 1\% 3 to (N 'aPPCK E 0 .049 TNK W/ GAI.VANIaED F1N1s1A NOTES: 1� - A ; paESSVAC. TREATED \10013 SAVTI SNALk__ 4E. aNGNORF D TO GRo'3TE.O oRc yA NR'i 4VIDCK MALL OR LdNCR��t COL 'J/ 3 /0" OIA. pN 1 1.L -. 1PS REO>aaAO ANc_N-NORS NA\)ING A PENETRATION OF 11/2: t 19 SPACING 12; O. c . THE 41. .OGI‹ `JALL S1aALL 4E. 1t\WORCE..O \j / >=o0R '* 5 aARS. 2) cooR LoCK‘NG C €'J cE SNARL t E * 5NE. I�IN C_N ...1NOER LOC.1< \Aviv\ INTR \OR M OUNTEb 11.P+Tc,N. QYv4LE LOCK OARS S AGE Tl1E TRACK (oN CAN 5\OS T1r1E DOOR, U - 1 4 4 = 4 _ 2.0G A. C.CL`�e) '41 GN I,.V. 1~IN15\ -\ TOLERANCESI Woad atahod GrMrrF.. 000 •: 001 1 Pow/ Carpor ado• AA /tights /tights Rw A w.r►•t j Ch rnnp...w,ts oolokt t «.h, r. 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' ' ft „ t i..t.1, t), 1, S f :i t •tii1rkit y.t Crl,IratG t 3F al > t > ; s , +t • ^C ktiF i Ott ltral`t..; S1 1A.tt 13 t *",< e" c :+'?t, `f�f'���!1 3 .7� '! € (- t o t.11 (rj 14t. Q t i : t,.4 t ��'s. f'!'tc � r'f) : `� 4 vit<� t�l"i4'(�.2K -� •,.- i:'(. :.f\ LTiC.t tV5. < ▪ ( i (:_ `'s ii t\=. tC Pt x . • ilic R e� T♦t 4..t h i �t (,; !�' "i ' � 1 i t�t.�l'�F tl�I it * 3 A_ �. SCi �: Z t ` �t1 iy ►' 1t. • E1;itr '�3`" � A� £' t' . k`1t`: t a 46'A I- •r 'cc) St) t•S t' 11. 51•t o 50.00 50.00' 50.00' 50.00' 50.00'• 50.00' 00' 13 14 ..15 16 17 18 19 *00' 50,00' '50.00' 50.00' 50.00' 50.00' ` 50.00' eoord.: "_4n4; >'esiure ANEC Wood Fence n - �—,n —r Record and Mesured- Found 1/2' Pipe No ID 15' ALLEY ' FL000 ELEVATION DELTA SU RVEYOR N. 53id S1. PHONE 223 -9407• ' , MtIAMi; FCQI } i 4 1 - There Trcy be odditional'r@sfr c'tton that are not' shown on this survey that may ba found In the Pubiq Records of this ca nty. 2 - • Esaminptiori of ABSTRACT OF ttDLE wry have to be made to determine recorded ' irutitirnerits if any cdfiectit,g Property. ` tocalftvi and en cotion'of Utilities it any, ate shown in accordcince w fh Recorded • Plat? Owne<shlp s subject to OPit)d OF TITLE. • 5 - Type of Survey - BQUhDAt Y Sl1RYEY' b, - Tti,s Si. rey n not void unleu signed and sealed by the Surveyor of Record: 7 - Bearir> s hereon ore referred, to an assrtned value of for the ›•_ . said beating Is tdenticai with the Plot of record • ETevgt aiii. J shown ore referred_to Natiu�y Geode(le Vented 0ahin of Mean Sea t=14:1 MO" Elevation‘ N 10.00' N Concrete COIVIMUNV NUMBER,' O 0 18.85 0 8.30E " 5.30' 4.70' ` One Story Residence No.350 f b 18.00' k . 17.00' ° 0 rv tri 23' Parkwoy M 7.55' 9. no ` 1koa,red275. V N o SURVEY FOR: I HEREBY CERIFY: - _= ---9 2-h d S T; E E T 12 50.00' 50.00' 1t 50.00' 50.00.' 10 9 48 50.00. 50.00' � , on'� 15 ALL -N.E. •91- t STR -EET LOCATION SKETCH Scaler 1" =100` THE EAST 45 FEET OF LOT 7 AND THE WEST 3rd' FEET "OF LOT 6, IN BLOCK 4J' OF LEGAL DESCRIPTION: Lot Block s AN AMENDED PLAT OF MIAMI !IC)RES occording to the Plat thereof as Recorder In Plat Borlr 10 at Page 70 of the R,blIc Records of DAD 8 County, Florida. ROBRT -J. McCLOSKEY, JR• AND KATHLEEN. A.F.. McCLOSIf8Y 350 NE 92n'3 St., .Miami Shores, r.L „ 33-1„313 That the survey of the above captioned property vies completed under rriy slperviskin and/or direction, to the best of my knowledge and beliefs: this survey. meets or exceeds the fviinirnum Technical Standards set by the Florida Board of Land Surveyors" in Chapter '61 G it Administrative Code, pursuant to Section 427.027, Florida Statutes. Atdo F. PCYt Ro9tstofed land Surveyo State of Florid C.) v,: �1C «.s- :°._•.+nom e.:.w.' 24 X 3• PRINTED ON NO. 100014 CLEARPRINT• r AY. ACIllJ':.- stars ^aus:rxumew.:1 x,.... Asa¢ R sa 3csnr rerear:IFI:xeVizacatstrliCN DItp, rw:w:- y4' ?3'"xas°eanaa:uumsaas4Z2 .• 4 tit tet 5 WI i \ — (c., 2111 fI) 1 I) 18 U,U, H044 ota tplw 'o II - 54 11 co-2 Go Nt1: c ro ice- GvoI — P I lyA ztS 14/ ` L. a , ALIGN ..>(1 f t . Q1 2 Xi IN Ifc71_ �Xt 2? I�FZ- WPDta Ffv.AML f=t7P- 3 '2. I N erotic 1 41. goiLl 2 WAL rt �, � ��` YI 1 1,6) 1 vie!I:1'1 I f N l Go1Ni'1 I c. - rtQN IX( PAIN TED, WEEP HOLE PAIN TED, f 3 -I /8' CON T. COPPER FLASHING TONGUE & GROOVE WOOD OUTLOOKERS � x l yt 114+Co CLAY SPANISH TILE OVER 30# FELT ANCHOR SHEET SECURE TO PLYWOOD W/ RING SHANKED NAILS W/ TIN CAPS AND ADDITIONAL 901 FELT LAPPED 2 THOROUGHLY HOPPED BETWEEN SHEETS W/ BITUMENOUS COMPOUND. OVERHANG , 71 I _ Hc7t0 G t, N- t'W►lc - f - v - -to pal D ttr. M 444LIrta f2.6 t, ? r7A 1:5Ld 12 4 rVe9 1 .4 p- opz r' Nc'T (d *0i.4 t'H ,. L L.V4't'I ct-I Cr H t"P r..? I - L1 ,ca i 1-1 t 12 CONC. BEAM (SEE STRUCTURAL) 3 /I B' X J1 LONG CONCRETE ANCHORS SPACED AS PER DADE COUNTY PRODUCT APPROVAL CORNER BEAD - I /2' G.W OVER 3/4' FURRING STRIPS P.T. WOOD BLOCKING NEOPREt1E WASHER OORR SEAIIANi. SHIN P.T. WOOD BUCK (SEE CUTTING DETAIL) ON ALL FOUR 90ES, CONTINUOUS. FULLY BED IN SEALANT AND SECURED TO MASONRY. BUCK MUST BE SET LEVEL. PLUMB ANO SQUARE. 3/16' X 31' WHO CONCRETE ANCHORS SPACED AS PER DADE COUNTY PRODUCT APPROVAL CONC. BEAN (SEE STRUCTURAL) CMU WALL 211u."ACO3 21.24111AZ VAMMaumeevsraaOMOU 4 *NUM wilt .- c-.`tumxv::-x mc'.m :.x•�.�-u • ,,, + N $Xi - XI�>"1'IN G► 14 / LI6.1-it F" �IH f4 41 t7ada {NGv 4440 LI40N401:2 st'f :14tUprQ. : 4±-g i n l N 2- ( 1 Ac's F4V. , Y/' 12 DUNG'S ehd''') /(0) S tcro4 o' I "sW ' N I 'H O>+ I GMU • £FINIH' tv t--t 14- ...m.asUraa...t+s.• m t'c H- I s� �G +,Y : t t L• 5 k N �. I mo. �, .� ►� ti I. Mkt t t X ef144c' -tom I'I.4:1e4 riG Ht 1-4 L. E.`✓ �t' i N v4 '' � I -� I R sAti t o. G.F4Atve, rpm tl T at1 ... /. c. i .> 1 411 U / fie, !3 - t3 LG I� rJ �vl * FN.-4' ( Id, 4. NA,It. -t'>G I NJ I'I}•{ I1 " 4, .( +1'I try pH ,,,,/ 4 II i✓ u l Rir� '54' - 1 F'' j 1 l�1c24;. X011 INSULA.1"1vt-4 gr1N c- I, /<04.L., X4 11 I I �I fr1 t G14 XI57t' ;: F; r, Nom tIIl ;! earz 'te: W/ I leo �LU . 1 REVISIONS Scale Drawn Job Date r ' t ,) I J - 11 Sheet A ll Of 2. Sheets BY REVISIONS BY Top 2" Sides 2" Footings 3" Beams 1 -1/2" 1 -1/2" 1 -1/2" Columns - -- - -- 1 -1/2" Lt l (l t4 t t�l 3 /4" _ii_.' __ IA Ili \ It_ _ _._ \' tt,I '= 4 t i vi 1 lu Ll LA 4. ck\ -A; u li 4 : ia ,. ›, X11 _....‘ _ qii: 4_ m i‘. , I- --`. v_ ‘ - - - -fi t -: Al -- Date "-.- t I I ' 67 i Scale Drawn Job Sheet C Of Sheets r To be as follows: Bottom Top 2" Sides 2" Footings 3" Beams 1 -1/2" 1 -1/2" 1 -1/2" Columns - -- - -- 1 -1/2" Slabs 1" 3 /4" 1" Walls - -- - -- 1-1/2" 1. Concrete: All concrete shall attain 4 minimum ultimate compressive strength of 4,000 PSI in 28 days. Aggregates to be clean and well graded, maximum size to be 1'. Concrete slump 3' minimum to 5' maximum. Vertical concrete drop not to exceed 8'. 2. Concrete Cover: 3. Reinforcing Steel: To be new high strength billet steel deformed as per ASTM A -305, and conforming to ASTM A -615, grade 60. Lap continuous bars 30 -bar diameters, unless otherwise noted in plans. Hook discontinuous ends of all top bars. Reinforcing steel to be detailed and fabricated in accordance with "Manual of Standards Practice of Detailing Reinforcing Concrete Structures ", and the ACI Building Code 318, latest edition. 4. Masonry Walls: Concrete block walls to be erected prior to placing concrete in adjacent beams. All concrete block to be grade N -1, conforming to ASTM C -90 with a net prism strength of 1,900 PSI (minimum). Provide no. 9 gauge ladder type joint reinforcing at every other course for all masonry block walls. Provide 1- #5T & B corner bars at all beam intersections, extend 30" into beams each side. 5. Reinforced Masonry: All concrete block to be N -1, conforming to ASTM C -90 with a minimum prism strength (f ' in) = 1,500 psi. All units should be built to preserve the vertical continuity of the cells to be filled, and must maintain a clear, unobstructed continuous vertical cell measuring 2 inches by 3 inches minimum. Cleanout openings must be provided at all c €ils to be filled. Maximum height of grouting lifts is 4' - 0 ". The vertical reinforcement must have a minimum 48 bar diameter lap splice. visible above the uppermost cell where structure is to continue vertically, intermediate laps in concealed wall areas are not permitted. All concrete used for grouting shall be pearock with a compressive strength of 3,000psi at 28 days. Submit mix design for approval. Mortar shall be type M, with a minimum strength of 2,500 PSI. Masonry walls shall be reinforced horizontally every other course with 9 gauge deformed galvanized steel truss (ladder type). 6. Slab on Fill: Fill and backfill to be compacted to 95% of the maximum density at optimum moisture, as determined by the standard Proctor Test. Compaction layers not to exceed 8 ". Slabs on fill to be placed on a checkerboard pattern with pours limited to 600 SF. Provide vapor barrier below all slab on till (10 MIL vapor barrier). 7. Pre - Fabricated Wood Trusses: Shall be designed and fabricated in accordance with the Truss Plate Institute (T.P.I.), latest edition. Trusses to be erected following the guidelines of the T.P.I. publication BWT -76. Submit layout plan and individual truss drawings for each different truss, signed and sealed by a Florida registered professional engineer for approval by structural engineer prior to fabrication. Design the wood trusses and provide calculations for the following two load cases: a. Roof Gravity: Top chord live load = 30 PSF Top chord dead load = 20 PSF Bottom chord dead load = 10 PSF Note: zero (0) per cent ( %) stress increase for lumber and plates. b. Roof net uplift: See 2 floor and roof framing plan. Note: 33 per cent ( %) stress increase for lumber and plates. General contractor to provide permanent lateral bracing of the bottom chord and the web members in accordance with recommendations of T.P.I. BWT - 76 and the requirements of the individual truss designs. Submit permanent bracing plan for approval by engineer prior to erection. Girder trusses to be bolted together with I/2" diameter bolts at 24" CI'C. At top ' chord, bottom chord, and web members. General contractor to submit signed and sealed shop drawings by a Florida Registered Professional Engineer for all truss to truss connections. 8. Shop Drawings: 24 X 34 PRINTED ON NO. 100011 CLEARPRINT • VatartgadlitiatIMi. " -.. •- .. . tl.'I iimIn9YG1.210alS Tb e,4.ff3S SIMMIN6sYR:' GENERAL STRUCTURAL NOTES No shop drawing shall be submitted for Architect/Engineer's review until after they have been reviewed and noted for construction method, dimensioning, and other trade requirements by the contractor, and stamped with the contractor's approval seal. Engineer assumes no responsibility for dimensions, quantities, errors or omissions, as a result of checking and reviewing any shop drawings, any errors or omissions must be made good by contractor, irrespective of receipt, checking or review of drawings by engineer, and even though work is done in accordance with such shop drawings. 9. Wood Members: All structural wood members to be sawn lumber dimensions, lumber to be Southern Pine with a minimum commercial grade of No. 2'. Design bending stress of FB = 1,200 P.S.I., all wood members to be free of all imperfections, as splits, r or excessive knots. Unsatisfactory materials to be replaced at no cost to the owner. All members in contact with concrete or exposed to the elements, to be pressure treated. 10. General: a.- if any errors or omissions appear in the drawings, specifications, or other documents, the contractor must notify the architect and engineer, in writing, of the SE me prior to proceeding with the work in question, in the event that the contractor fail to g :ve notice, or provide sufficient time for a response, contractor is responsible of such errors or omissions, and for all costs for rectifying same and for delays or any other costs incurred by same. The contractor shall use the structural drawings together with the architectural, mechanical and electrical drawings to locate depressed slabs, slopes, drains, outlets, recesses, openings, reglets, bolt settings, sleeves, dimensions, etc.. Potential conflicts shall be transmitted to the architect and engineer before proceeding with the work contractor to provide adequate time for response from architect/engineer. b. - General contractor shall be responsible for the disposal of all accumulated water from excavation and dewatering operations in such a way as to not cause inconvenience to the work and damage to the structural elements. c.- General contractor shall be responsible for updating his construction documents with any revised drawings and specifications, field orders, change orders and clarification sketches issued during the course of construction. d.- Typical details and notes on these drawings shall apply unless specifically noted otherwise. Construction details and sections riot completely shown or noted shall be similar to details and sections shown or rioted for similar conditions. e.- Temporary bracing shall be provided as required to hold all components of the structure in place until final support is securely anchored. f.- The contractor shall supply all labor materials, equipment and services of every kind, including water and power, necessary for the proper execution of the work shown or indicated on these drawings. All materials shall be new. Materials and workmanship shall be of good quality. All workmen and subcontractors shall be skilled in their trade. g. -The contractor shall adequately protect his work, adjacent property and the public, and be responsible for damage or injury due to his act or neglect. h.- The premises shall be kept from accumulation of water, materials, and debris, and at the end of the job the contractor shall remove all rubbish, surplus materials, and tools and leave the building broom clean. i. - The general contractor shall review all project documents, prior to fabrication and start of construction, report any discrepancies to architect or structural engineer prior to proceeding with work. j. - No structural member shall be cut, notched or otherwise reduced in size or strength without prior approval in writing from the structural engineer. k.- The general contractor shall coordinate structural and other drawings which are part of the contract documents for anchored, embedded or supported items which may affect the structural drawings. I F bIsL7p ‘..p?`E► r -c r7 fir A.e.eaH rf - . I II) ' * Ii-1 tz 04 - Gf-tt ixA1a. Lim '-f iNc p-, ,4 IN ..i 1 10d NAILS I 4' c /c. PROVIDE ONE STRAP BY 1-fits 5 MAt1F. MODEL OTC U1I114 9 -I0d NAILS THRl1 STRAP 4 4-1@c1 NAILS TI;Ri! SEAT PLATE AT EACH TRIM, Atop CVE STRAP E3Y 1-11.641E5 HMIF. MODEL TA20 111114 9 -ieci NAiLS AT EAG4 RAFTER RAFTERS, SEE PLAN* FOR LOCATiG I. HAIGH' �X15T T. 4 G. SIIEATNING UNN1 -1 (2) c CCE U)OOO SCREWS x 4' LONG EAC14 3UF'1'ORT. TOP OF CONC. er1. N'tPT.f4 cI�rl> 4-it?4v+A tO P t ; 5) ',' 1 x 12 21:7l - rlAL, @, OF WINtaoL4 !iw1;H a'x8' CONC. CAP WITN 1 5 CONT., EXTEND 8' INTO WALL EACH END. TOP OF GONG. SLAB EL TOP OF GONG. k FOOTING EL. -1 -4' 5 's MA hi 514ot �,c wlhz 1t� '4' COX PL111k Go WEANING LW led NAILS I 6' c/a ALL SUFPOR15. o u�f I off i 2s...rt J L �. �,��u r U!I rc;1N1 av I461.r- cQi- trke,r"r012 PILL s 6. )(roll _ NI,4 ; 1-12 412 G. 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CO& Sti:UCVR:)it WahOt.,T SVWLPVLNG, CONTtkACTOW VC VE:OVLOLE 1 X CONtL;OL:S LAVE V..L t;liACtNG ;.LONG 10:"° 01; k.OT VOm Po■isit:0 VOLCNI ur NOT IC LiXCEELi 10-C" 0 C fl 21 X 31 PAINTED ON NO. 1000H CLEARPRINT • ..416741•2.141284.140:11:314A119. ()ell I - cf? 1 c-vtiatIA1.4a0 I II 6; I 2.. Go rprso-fe ‘e(tg.pl-ic;1 p - 1 N ic -t cooia NA-ct Ad-IC.0H ot-4Nee.'t 1 tr. tv ?Pe- 1.41114 I a 1' ti5.at t*!4• =WANUMM.V.W1,: ii H51,1 c;?1-,i co- F.4 ivi42s4-1 v1)0 2 X TONGUE At GROOVE PAIN TED, COLOR: T8D Yr'EEP HOLE 3- 1 /8 CON T. COPPER FLASHING WOOD OU FLOC/KERS PAINTED, COLOR: TBD 5/tY STUCCO SEALANT M.O. 5/8 STUCCO - H,e7tV' -iv i=vFwv'l .f..flvf-tr-i t i t )e) P• c i-1 g:44 70■42P'vir., I CI■raCt N;/" 4 H*N. CLAY SPANISH TILE OVER 301 FELT ANCHOR SHEET SECURE TO PLYWOOD W/ RING SHANKED NAILS W/ TIN CAPS ANO ADDITIONAL 90# FELT LAPPED 2 THOROUGHLY MOPPED BETWEEN SHEETS BIRJMENOUS COMPOUND. OVERHANG FiT SLOPE d - 11 ----- 11 — 11 kIN12,k1 1 ra) evAti • GePt t.1V I H • 12 6 CONC. BEAM (SEE STRUCTURAL), 3/15 x 31 LONG CONCRETE ANCHORS SPACED AS PER OADE COUNTY PRODUCT APPROVAL CORNER BEAD i/r G.w13 DYER 3/4 FURRING STRIPS NEoPRENE WAS} 'ER t OH SEALAN T. - SHIN IN ( ADD P.T. mj00 BLOCKING p. 0000 BUCK (SEE CUTTING DETAIL) ALL FOUR STOES, CONTINUOUS, FULLY BED IN SEALANT AND SECURED TO MASONRY, BUD< MUST BE SET LEAL. PLUMB AND SQUARE. 3/15 X 31 LONG CONCRETE ANCHORS SPACED AS PER DADE COUNTY PRODUCT APPROVAL CONC. BEAM (E STRucluRAL) Guy ?mil _ .r. Ht • 4 1.11•MAIMML40010.71.19,0.1. No 1 4 14.ir N / 6* %-t I Fwv4..a Ir rAe-r;'-!A;t5P 1( a 6, t7a-"/iHec) 0( 1.40t465p) str-?LitwAl. 08a 3i.st;rd- • ------ ^cc:- .4 I 12 cat 1 5 / er:rn..t LH/4 st-2, EJ .P L1 ; il e,c, A. krAyte..14- • •111•1011•ZWI.L.M11011141,4( FT -)is F.'. 5- 1- <1*- 5 'FL 41 He., •ed. E',e- P H ‘- / 0 1/q1.1...- • - 't -' HA(r 1 )11, 4 7/4 11 •;1 1 - • • • 4 4 4 , (7111 H ViIc Im ", !p" 1 , I )1 A . tit 1, .\/A 1‘.7H m -4) )( 14" ) , HdriH 120(e. AtrAzFt 1r) t-3 1.4 I L J 4 1' 4,14-) derati-, (6) 4 Not Po riN ler4-4 1/1. 6 V-4: H 6i ... 3 / 4 II 1.4 Pt F IA Go #5.1i I 16) 1, I N'.5'1-1 L-AT I vf-1 / ViA1 r1v4t..1 Nag tiL5. i'T-%se.-- Vle0r 01-vvF vex- REVISIONS BY 99 4 Date ''' I Scale Drawn Job Sheet Sheets REVISIONS BY I *4 ,z c1 `i ,, Footin • s j 2" 2" Beams 1 -1/2" 1 -1/2" 1 -1/2" Columns - -- Ili t (. \\`• EVE vt_ _ t 11 \.t. Iii- I IA tt! V _t1_ - 1_, \� Al T__ V_ -- 1' NI\ - - Cti \'t �� _ 1 - - Et1 Ll_ L m 4. x klt Ct■ 4, 0 __1 __1 , - . hherr 11 h- k L _ - -j. I j # 61 I, Scale Drawn Job Sheet ,r,,." Of �--� Sheets ,r To be as follows: Bottom Top Sides Footin • s 3" 2" 2" Beams 1 -1/2" 1 -1/2" 1 -1/2" Columns - -- - -- 1 -1/2" Slabs 1" 3 /4" 1" Walls - -- - -- 1-1/2" 1. Concrete: All concrete shall attain 4 minimum ultimate compressive strength of 4,000 PSI in 28 days. Aggregates to be clean and well graded, maximum size to be 1'. Concrete slump 3' minimum to 5' maximum. Vertical concrete drop not to exceed 8'. 2. Concrete Cover: 3. Reinforcing Steel: To be new high strength billet steel deformed as per ASTM A -305, and conforming to ASTM A -615, grade 60. Lap continuous bars 30 -bar diameters, unless otherwise noted in plans. Hook discontinuous ends of all top bars. Reinforcing steel to be detailed and fabricated in accordance with "Manual of Standards Practice of Detailing Reinforcing Concrete Structures ", and the ACI Building Code 318, latest edition. 4. Masonry Walls: Concrete block walls to be erected prior to placing concrete in adjacent beams. All concrete block to be grade N - 1, conforming to ASTM C -90 with a net prism strength of 1,900 PSI (minimum). Provide no. 9 gauge ladder type joint reinforcing at every other course for all masonry block walls. Provide 1- #5T & B corner bars at all beam intersections, extend 30" into beams each side. 5. Reinforced Masonry: All concrete block to be N -1, conforming to ASTM C -90 with a minimum prism strength (f ' in) = 1,500 psi. All units should be built to preserve the vertical continuity of the cells to be filled, and must maintain a clear, unobstructed continuous vertical cell measuring 2 inches by 3 inches minimum. Cleanout openings must be provided at all cells to be filled. Maximum height of grouting lifts is 4' — 0 ". The vertical reinforcement must have a minimum 48 bar diameter lap splice. visible above the uppermost cell where structure is to continue vertically, intermediate laps in concealed wall areas are not permitted. All concrete used for grouting shall be pearock with a compressive strength of 3,000psi at 28 days. Submit mix design for approval. Mortar shall be type M, with a minimum strength of 2,500 PSI. Masonry walls shall be reinforced horizontally every other course with 9 gauge deformed galvanized steel truss (ladder type). 6. Slab on Fill: 7. Pre - Fabricated Wood Trusses: 24 X 36 PRINTED ON NO 1000H C1EARPRINT • GENERAL STRUCTURAL NOTES Fill and backfill to be compacted to 95% of the maximum density at optimum moisture, as determined by the standard Proctor Test. Compaction layers not to exceed 8 ". Slabs on fill to be placed on a checkerboard pattern with pours limited to 600 SF. Provide vapor barrier below all slab on till (10 MIL vapor barrier). Shall be designed and fabricated in accordance with the Truss Plate Institute (T.P.I.), latest edition. Trusses to be erected following the guidelines of the T.P.I. publication BWT -76. Submit layout plan and individual truss drawings for each different truss, signed and sealed by a Florida registered professional engineer for approval by structural engineer prior to fabrication. Design the wood trusses and provide calculations for the following two load cases: a. Roof Gravity: Top chord live load = 30 PSF Top chord dead load = 20 PSF Bottom chord dead load = 10 PSF Note: zero (0) per cent ( %) stress increase for lumber and plates. b. Roof net uplift: See 2 floor and roof framing plan. Note: 33 per cent ( %) stress increase for lumber and plates. General contractor to provide permanent lateral bracing of the bottom chord and the web members in accordance with recommendations of T.P.I. BWT — 76 and the requirements of the individual truss designs. Submit permanent bracing plan for approval by engineer prior to erection. Girder trusses to be bolted together with' /�" diameter bolts at 24" C /C. At top chord, bottom chord, and web members. General contractor to submit signed and sealed shop drawings by a Florida Registered Professional Engineer for all truss to truss connections. 8. Shop Drawings: No shop drawing shall be submitted for Architect/Engineer's review until after they have been reviewed and noted for construction method, dimensioning, and other trade requirements by the contractor, and stamped with the contractor's approval seal. Engineer assumes no responsibility for dimensions, quantities, errors or omissions, as a result of checking and reviewing any shop drawings, any errors or omissions must be made good by contractor, irrespective of receipt, checking or review of drawings by engineer, and even though work is done in accordance with such shop drawings. 9. Wood Members: All structural wood members to be sawn lumber dimensions, lumber to be Southern Pine with a minimum commercial grade of No. 2'. Design bending stress of FB = 1,200 P.S.I., all wood members to be free of all imperfections, as splits, checks, or excessive knots. Unsatisfactory materials to be replaced at no cost to the owner. All members un contact with concrete or exposed to the elements, to be pressure treated. 10. General: a.- If any errors or omissions appear in the drawings, specifications, or other documents, the contractor must notify the architect and engineer, in writing, of the sarne prior to proceeding with the work in question, in the event that the contractor fail to give notice, or provide sufficient time for a response, contractor is responsible of such errors or omissions, and for all costs for rectifying same and for delays or any other costs incurred by same. The contractor shall use the structural drawings together with the architectural, mechanical and electrical drawings to locate depressed slabs, slopes, drains, outlets, recesses, openings, reglets, bolt settings, sleeves, dimensions, etc.. Potential conflicts shall be transmitted to the architect and engineer before proceeding with the work contractor to provide adequate time for response from architect/enginee r. b. - General contractor shall be responsible for the disposal of all accumulated water from excavation and dewatering operations in such a way as to not cause inconvenience to the work and damage to the structural elements. c.- General contractor shall be responsible for updating his construction documents wiith any revised drawings and specifications, field orders, change orders and clarification sketches issued during the course of construction. d.- Typical details and notes on thew drawings shall apply unless specifically noted otherwise. Construction details and sections not completely shown or noted shall be similar to details and sections shown or noted for similar conditions. e.- Temporary bracing shall be provided as required to hold all components of the structure in place until final support is securely anchored. f.- The contractor shall supply all labor materials, equipment and services of every kind, including water and power, necessary for the proper execution of the work shown or indicated on these drawings. All materials shall be new. Materials and workmanship shall be of good quality. All workmen and subcontractors shall be skilled in their trade. g. -The contractor shall adequately protect his work, adjacent property and the public, and be responsible for damage or injury due to his act or neglect. h.- The premises shall be kept from accumulation of water, materials, and debris, and at the end of the job the contractor shall remove all rubbish, surplus materials, and tools and leave the building broom clean. i. - The general contractor shall review all project documents, prior to fabrication and start of construction, report any discrepancies to architect or structural engineer prior to proceeding with work. j. - No structural member shall be cut, notched or otherwise reduced in size or strength without prior approval in writing from the structural engineer. k.- The general contractor shall coordinate structural and other drawings which are pan of the contract documents for anchored, embedded or supported items which may affect the structural drawings. T r_ Ia 7 P -4 4- )t %I i" Ay it) .6\etaH0r71- 5 r't 5D ( 1 1 IN t 2.471,2\4 rmeavirp (l) Ii-t tve:1 t 4? _ ��t�l+ __w41.L IN W,�l• .M INS @ - �! 10d NAILS • 4' c /c. PROVIDE cm SiR4P BY HUGHES MAILF. MODEL DTC WITH 9.10d NAILS TIJRlJ STRAP I 4 -10d NAILS ITRJ SEAT PLATE AT EACH 1R1186, AND GNE STRAP BY IIUGa ES MANIA MODEL TA20 UUTH 9 -10d NAILS AT EACH RAFTER 4i-04t - ht - e- a' sH 5e-t A' I RAPIERS, SEE PLATS FOR � LOCATION. t rcri- wsr I T. 4 G. 6IIATHING WITH 0) S GAGE WOOD SCREWS x 4' Lays EACH SUPFORT. TOP OF coNC. E3r1. MA-76 H E� I �1' l0 +-i H.1, ea 4 i 3pAtvl W f 2 1 =' '' tQl rr 2.0' 5 1N 115. -1-t', 4 ,3 a (: 2'I //, 8'x8' CGNC. CAP WITH 2 '5 CUNT., EXiEND 8' INTO WALL rACH END. creog 1.a4 1 1Neorl- et'il:Nt C tts11�� fiYP�) 4 16a I ry v INIta bJ a N g5, ) TOP OF ` icONC. SLAB 7 EL. 0' -0' � '\ '. \ � \ \ \> \ ` \ \ \\ \ TOP OF GONG. ��\ \ /� 4 4% \ %/\/ \ /� \ FOOTING / � / / � / / / ///\.% EL. 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I(e) r ( q /, i 1 so•Z , ed e%/,y e lmal r o ' ��LtY15J :sT3'_.xJC^YLeCBYYati.i'^:4••ra •� yy — � . S:tSP�'i40YTJR'.i0 ®u + +� 21.3 x 1.32 x o. b F 7 �61Gb�� I40 Cpa _D.7 > :R,1 Il l f 121.11j& I . 01 !)(- r. 1tr) 117, 13 7't 1,33 xo, /33x /to /- 6 o 6"1 x D. /00 : o /oo • > /• 115 •510 L •�10 O o • 024 g 6' -i0,1* r , 1 \ 1\ V (e.e) DEA/ /Ox Co 150 Sr 101(8 20o BEDRoo■1•I a ( . i -' r 1 R l 1, , 1 4 Nl` � tN9IP 1I, °N C/V11JU /04 JO .300 SC e-ol] F -- 4IR Cv. FLUOR PLAN] I ��� f r a Fl 1 J IOY e Iso IY eEOR.M4 0 /(04. 2.90 DIrdikkb /O, a L I. 3 re's) SYSTEM BY YORK GJrJDESU /G UrJIrMvDEL •#2t O `SUC, 41R t/x/JULEU /toll Ago.)EL• A/441-1014.0- !,� Neu:.;,s I0r4L eru's • 37, :o0 . SEER • 12.1 NEATER • 10 kW SUCpJ LINE - - /4 LIQUID LINE • . 0:1). DRAIN LINE 3 /4' PVC Sc /]4o - ( . 5•r1t--1 A1 jPub `11Ic�Nci�R 4 c I rstrzu -I. I/„ .1 • M14a1/ , rt. EX1..'I�1'., hE:IJE►1�.E 1=9C. 1( t .JQi,E P:)IJIrE;; 350 /4E 9:: srkEer Drawn Job Sheet H Of Sheets 1_ J Date 4 Scale c1