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RC-10-19-2608, 77 NE 106th St425 NE 22nd. ST. Suite 404 �,��' Miami, FL 33137 Phone (786)773-3090090 design i& associates Inc. E-mail: john@udbardy.com June 12, 2020 Village of Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Response Sheet Doc. No. 1693 Rev. 2 # RC-10-19-2608 (19125 - Castellanos Residence Legalization) Address: 77 NE 106 St. Miami Shores, FL 33138 No. COMMENTS RESPONSES MECHANICAL (BY Perez Jan Pierre) 1 1 Need heat load calcu Heat load calculations attached PLUMBING (BY Massanet Maykel) 1 FBCR P2903.1 Size of water service pipe.The water service pipe shall be Water service pipe adjusted to sized to supply water to the structure in the quantities and at the pressures comply with the new requirement required in this code FBC 107.1 2 Provided detail on water heater installation on exterior wall -See Manual : Water heater has been moved to WARNING: Do not install unit where it would routinely be splashed with water. the interior face of wall inside Den Electric shock may result. •see e Thank you, Edgar Munoz, P.E. FL. Lic. # 50051 1of1 t F No. 50051 STATE OF ty i"�� P(ORIOPC��`� I'SONAL �%"``� e e .:::see ... o • •e•a e•.s•• Digitally sign4o.l" EDGAR MUNC;Z • Date: 2020.07ipa- 23:15:53-04'00' ease so • of • • •e goes •••• t' — 3 P�If JUN 10 202� 42S NE 22nd. ST. Suite 404 v I Miami, FL 33137 Phone (786) 773-3090 design & associates Inc. 3y. E-mail: john@udbardy.com t November 04, 2019 Village of Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Response Sheet 0) Fla 14 Doc. No. 1602 Rev. 1 # RC-10-19-2608 (19125 - Castellanos Residence Legalization) Address: 77 NE 106 St. Miami Shores, FL 33138 No. COMMENTS RESPONSES BUILDING (BY Naranjo Ismael) 1 MEP's approval require. 2 Health Department approval require. 3 Provide copy of microfilms for the garage conversion. 1 See Microfilm attached. 4 Reflect finish flood elevation and change of elevation between the house and FFE shown on sheet A.2 the den. 5 Provide details and specifications for walls and floors, including Details added on sheet A.2 bathtub/shower. 6 Provide compliance with R307.1 and R307.2 New dimensions and details added on sheet A.2 7 ' Provide code legend, including compliance method and level of alteration per Code legend adjusted on sheet 2017 FBC, Existing Building. A.1 Provide compliance with section R314.2.2 New smoke detector added on sheet EA 9 Cloud in all changes, mark with delta and date. Do not remove void sheet from See all changes and void sheets 1 set mark as office copy. attached. ELECTRICAL (BY SOSA CARLOS) 1 NEED THE FOLLOWING: Existing panel and smoke detector FLOOR PLAN SHOWING SMOKE DETECTORE AND EXISTING PANEL shown on sheet E.1 LOCATION. 2 NEC 210.12(B) BRANCH CIRCUIT EXTENSION OR MODIFICATION ADD Panel schedule adjusted. Sheet AFCI PROTECTION. ELECTRIC PANEL IS RELOCATED. EA 3 ADD RISER DIAGRAM. MAD SR. Riser diagram added on sheet EA MECHANICAL (BY Perez Jan Pierre) 1 NEED BATHROOM EXHAUST FANS New Exh. Fan added. See sheet M.1 PLUMBING (BY Massanet Maykel) 1of2 425 NE 22nd. ST. Suite 404 ' Miami, FL 33137 Phone (786) 773-3090 design & associates Inc. E-mail: ]ohn@udbardy.com 1 FBCR P2708.1 Provide shower compartment size Dimensions shown on sheet P.1 2 FBCR P2902.1 Provide points of connection for hot and cold water supply. Point of connection provided. See sheet P.1 3 FBCR P3001.1 Provide points of connection for sanitary drainage. 'Point of connection provided on sheet P.2 & A.2 4 TFBC 107.1 Plumbing Diagram with size of all lines and location of all fixtures Riser diagram provided on sheet P.2 Thank you, Edgar Munoz, P.E. FL. Lic. # 50051 EDGAR Digitallysigned byEDGAR M U N O pteOZ Z 2020.06.03 14:37:10-04'00' 2of2 --- ��•C o.H- cnQ„ SEBJ�e�E- Go Arw s" 3� v WI es- IQ" OgOol ] LZpaN Ge_ � �WI�ES— l'S EFL �v 61�. t G-C-1 t RANG jr. oe 23 I j urn. twol. c'; � � �. t•N. �. 1 ! Tf e„XA • V 3 ----��_�—•i ,_•�.-- t I I•�a9r. it *t'n~'• � N ' � 1T ! I � � ��di I jl' ~ 'O��•C F -� - Y.r•! ' J _ '—"a._ •; ',, •' �•I' I I �-ij{4C•.-. v�l �. 'f I a 1. �Y Su owa� ow I . � .-! IJ'•lo1•!�. <_._ .. _.-_�'�ifL � d' A/ L 1L I a: �..,tl�.cTw Z•�_ �..z..!� �s_e. o ' T " 31 • iraA6 au-._s • .54.�w G•• TjA TM-�ILE1 .t6 iw I Y ` ` J � � `�. ' fro`... I I N a�°`w�°� I = �' � • � 1 V I N G' L:� 0 U U` • � « T �,a -�� - I T4V NceeI ..� U df I•e:,-;' g' �'ry v.I ' - - _N3_'jsr' •-�'\N d' •'P o LZ= 3^ �_ 14'•2-_ _ .. _----... _. 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W L L E H It lrt� s r L 0 z I D A- I A,:/K I r L )k — - -- ------- GPIR M(j .�'�,o•• \CENS tio'''; Digitally signed UDBARDY Load Short Form No.50051 N.*. = by EDGAR Job: 19125 MUNOZ Date: Jun 25, 2020 Cooler By Design Entire House �; By: Edgar Munoz �0;.% STATE OF '��'� Date:2020.07.01 ` 23:16:40-04'00' Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Htg Clg Outside db ('F) 52 91 Method Inside db (° F) 68 75 Construction quality Design TD ('F) 16 16 Fireplaces Daily range - L Inside humidity (%) 50 50 Moisture difference (gr/lb) 5 58 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Infiltration Simplified Average COOLING EQUIPMENT Make Trade Cond Coil AHRI ref 100 EFF Efficiency 0.9 kW Sensible cooling 3132 Btuh Latent cooling 16 'F Total cooling 175 cfm Actual air flow 0.067 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 19 SEER 0 Btuh 0 Btuh 0 Btuh 175 cfm 0.046 cfm/Btuh 0 in H2O 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 21 385 388 26 18 DEN 171 2232 3450 149 157 Entire House 192 2617 3838 175 175 Other equip loads 0 0 Equip. @ 0.96 RSM 3677 Latent cooling 737 Tl1TA1 1- I 4nn I .]L•A A A 4 A I ABC I AFL Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2020-Jun-3017:46:37 -- Right -Suite® Universal 2019 19.0.03 RSU18637 Page 1 XCA ..s Legalization (Junior)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W N ODBARDY Building Analysis Cooler By Design Entire House For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Design Conditions Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (°F) 68 75 Elevation: 30 ft Design TD (T) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Drybul b (T) 52 91 Infiltration: Dailyrange (T) - 12 (1 ) Method Simplified Wetbulb ff) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Mme Component Btuh/ft2 Btuh % of load Walls 1.7 820 31.3 Glazing 20.3 305 11.6 Doors 6.2 109 4.2 Ceilings 0.8 144 5.5 Floors 5.0 949 36.3 Infiltration 0.6 289 11.0 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 26171 100.0 Cooling Component Btuh/ft2 Btuh % of load Walls 2.0 964 25.1 Glazing 58.3 875 22.8 Doors 12.2 214 5.6 Ceilings 3.5 675 17.6 Floors 0 0 0 Infiltration 0.3 150 3.9 Ducts 0 0 Ventilation 0 0 Internal gains 960 25.0 Blower 0 0 Adjustments 0 Total 1 1 38381 100.0 Latent Cooling Load = 737 Btuh Overall U-value = 0.164 Btuh/ftz--°F Data entries checked. Walls Internal Gains I of iltration Glazing tCeilings Doors W r1ghV;&®ft 2020-Jun-30 17:46:37 Right -Suite® Universal 2019 19.0.03 RSU18637 Page 1 -4CC�. g ...s Legalization (Junior)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Component Constructions Cooler By Design Entire House For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (°F) 68 75 Elevation: 30 ft Design TD (T) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Dry bulb (T) 52 91 Infiltration: Dailyrange (°F) - 12 (L ) Method Simplified Wet bulb (°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss CIg HTM Gain ft Btuh/t'--°F fe-°FBhih BtuhflP Btuh BtuhtW Btuh Walls 13BB-Oocws: Blk wall, stucco ext, 2"x4" wood int frm, 8" thk, r-11 cav n 80 0.088 0 1.41 113 1.54 124 ins, 1/2" gypsum board int fnsh a 100 0.088 0 1.41 141 1.54 154 s 89 0.088 0 1.41 126 1.54 137 w 148 0.088 0 1.41 209 1.54 228 all 418 0.088 0 1.41 589 1.54 644 13AB-Oocs: Blk wall, stucco ext, 2"x6" wood int frm, 8" thk, 1/2" a 56 0.258 0 4.13 231 5.73 321 gypsum board int fnsh Partitions (none) Windows 1A-clom: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6.67 ft head ht n 9 1.270 0 20.3 183 35.8 322 1A-clom: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6 ft head ht e 6 1.270 0 20.3 122 92.1 553 Doors 11 DO: Door, wd sc type Ceilings 16A-19ad: Attic ceiling, asphalt shingles roof mat, r-19 cell ins, 1/2" gypsum board int fnsh 16A-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth, tile flr fnsh w 18 0.390 0 6.24 109 12.2 214 171 0.049 19.0 0.78 134 3.67 625 21 0.032 30.0 0.51 11 2.39 50 60 0.989 0 15.8 949 0 0 wrightsoft- 2020-Jun-30 17:46:37 Right-Suke® Universal 2019 19.0.03 RSU18637 Page 1 ACCk ...s Legalization (Junior)\02. CalcsXHeat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Component Constructions Cooler By Design BATH For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (T) 68 75 Elevation: 30 ft Design TD (°F) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Dry bulb (T) 52 91 Infiltration: Dailyrange (T) - 12 (L ) Method Simplified Wetbulb(°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain fl Btuhff-OF fl-°F/Btuh BtuhtW Btuh BtuhRN Btuh Walls 13AB-Oocs: Blk wall, stucco ext, 2"x6" wood int frm, 8" thk, 1/2" a 56 0.258 0 4.13 231 5.73 321 gypsum board int fnsh Partitions (none) Windows (none) Doors (none) Ceilings 16A-30ad: Attic ceiling, asphalt shingles roof mat, r-30 cell ins, 1/2" 21 0.032 30.0 0.51 11 2.39 50 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth, tile fir fnsh 7 0.989 0 15.8 111 0 0 W fighttSOf#' 2020-Jun-30 17:46:37 Right-Suftefsl Universa1201919.0.03 RSU18637 Paget s Legalization (Junior)NO2. Calcs\i-leat Load.rup Calc = MA Front Door faces: W UDBARDY Component Constructions Cooler By Design DEN For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (T) 68 75 Elevation: 30 ft Design TD (T) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Dry bulb (°F) 52 91 Infiltration: Dailyrange (T) - 12 (L ) Method Simplified Wet bulb (°F) - 78 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ftBtuhRt'-°F 1t1-°F/Btuh Btuh/W Btuh BWh/W Btuh Walls 13BB-Oocws: Blk wall, stucco ext, 2"x4" wood int frm, 8" thk, r-11 cav n 80 0.088 0 1.41 113 1.54 124 ins, 1/2" gypsum board int fish a 100 0.088 0 1.41 141 1.54 154 s 89 0.088 0 1.41 126 1.54 137 w 148 0.088 0 1.41 209 1.54 228 all 418 0.088 0 1.41 589 1.54 644 Partitions (none) Windows 1A-c1om: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6.67 ft head ht n 9 1.270 0 20.3 183 35.8 322 1A-c1om: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; 6 ft head ht e 6 1.270 0 20.3 122 92.1 553 Doors 11 DO: Door, wd sc type w 18 0.390 0 6.24 109 12.2 214 Ceilings 16A-19ad: Attic ceiling, asphalt shingles roof mat, r-19 cell ins, 1/2" 171 0.049 19.0 0.78 134 3.67 625 gypsum board int fnsh Floors 22A-tpl: Bg floor, light dry soil, on grade depth, tile fir fnsh 53 0.989 0 15.8 839 0 0 wrilghttsoft- 2020-Jun-30 17:46:37 Right -Suite® Universal 2019 19.0.03 RSU18637 Page 3 ACC ...s Legalization (Junior)\02. Calcs\Hea[ Load.rup Calc = MJ8 Front Door faces: W UDBARDY Project Summary Cooler By Design Enure House Project Information For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Notes: Design Information Weather: Miami, FL, US Winter Design Conditions Outside db Inside db Design TD 52 °F 68 °F 16 °F Heating Summary Structure 2617 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Humidification 0 Btuh Piping 0 Btuh Equipment load 2617 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ftz) 192 192 Volume (fe) 1617 1617 Air changes/hour 0.61 0.32 Equiv. AVF (cfm) 16 9 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Summer Design Conditions Outside db 91 °F Inside db 75 °F Design TD 16 °F Daily range L Relative humidity 50 % Moisture difference 58 gr/lb Sensible Cooling Equipment Load Sizing Structure 3838 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.96 Equipment sensible load 3677 Btuh Latent Cooling Equipment Load Sizing Structure 737 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh (none) Equipment latent load 737 Btuh Equipment Total Load (Sen+Lat) 4414 Btuh Req. total capacity at 0.70 SHR 0.4 ton Cooling Equipment Summary Make Trade Cond Coil AHRI ref 100 EFF Efficiency 0.9 kW Sensible cooling 3132 Btuh Latent cooling 16 °F Total cooling 175 cfm Actual air flow 0.067 cfm/Btuh Air flow factor 0 in H2O Static pressure Load sensible heat ratio 19 SEER 0 Btuh 0 Btuh 0 Btuh 175 cfm 0.046 cfm/Btuh 0 in H2O 0.84 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- wrlght!! t t 2020-Jun-30 17:46:37 Right -Suite® Universal 2019 19.0.03 RSU18637 Page 1 ACCA s Legalization (Junior)\02. Calcs\I-leat Load.rup Calc = MJ8 Front Door faces: W UDBARDY AED Assessment Job: 19125 Date: Jun 25, 2020 Cooler By Design Entire House By: Edgar Munoz For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (°F) 68 75 Elevation: 30 ft Design TD (°F) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Dry bulb (°F) 52 91 Infiltration: Dailyrange (T) - 12 (L ) Wet bu I b (° F) - 78 Wind speed (mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazing Load 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day / Hourly / Average / AED limit Maximum hourly glazing load exceeds average by 20.2%. House has adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightsoft° 2020-Jun-3017:46:37 Right -Suite® Universal 2019 19.0.03 RSU18637 Page 1 ...s Legalization (Junlor)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Right-M Worksheet Cooler By Design Entire House Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz 1 Room name Entire House BATH 2 Exposed wall 60.0 ft 7.0 ft 3 Room height 8.4 ft 8.0 It heat/cool 4 Room dimensions 3.0 x 7.0 it 5 Room area 191.5 ft' 21.0 ft' T y Construction U-value Or HTM Area ft' Load Area it Load number (Btuh/ftk F) (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 13BB-0ocws 0.088 n 1.41 1.54 89 80 113 124 0 0 0 0 �G 1A-clom 1.270 n 20.32 35.79 9 0 183 322 0 0 0 0 W 13AB-0ocs 0.258 a 4.13 5.73 56 56 231 321 56 56 231 321 Vjl �---C 13BB-Oocws 0.088 a 1.41 1.54 106 100 141 154 0 0 0 0 11 1A-clom 1.270 a 20.32 92.13 6 0 122 553 0 0 0 0 W 13BB-0ocws 0.088 s 1.41 1.54 89 89 126 137 0 0 0 0 y! �D 13BB-Oocws 0.088 w 1Al 1.54 166 148 209 228 0 0 0 0 11DO 0.390 w 6.24 12.21 18 18 109 214 0 0 0 0 C 16A-19ad 0.049 0.78 3.67 171 171 134 625 0 0 0 0 C 16A-30ad 0.032 0.51 2.39 21 21 11 50 21 21 11 50 F MAW 0.989 15.82 0.00 192 60 949 0 21 7 111 0 61 c) AED excursion Iol I 1 0 Envelope loss/gain 1 2328 2728 1 1 353 371 12 a) Infiltration 289 150 32 17 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 2617 3838 385 388 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2617 3838 385 388 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 26771 3875I 326 388I Air required (cfm) I I I I I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -r�d- 2020-Jun-3017:46:37 Aif& Right -Suite@ Universal 2019 19.0.03 RSU18637 Page 1 ...s Legalization (Junior)\02. CalcMl-feat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Right-M Worksheet Cooler By Design Entire House Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz 1 Room name DEN 2 Exposed wall 53.0 ft 3 Room height 8.5 ft heat/cool 4 Room dimensions 1.0 x 170.5 ft 5 Room area 170.5 fN Ty Construction U-value Or HTM Area (ft') I Load Area I Load number (Btuh/ft"F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S j Heat I Cool] 6 Vl! �—C 13BB-Oocws 0.088 n 1.41 1.54 89 80 113 124 1A-clom 1.270 n 20.32 35.79 9 0 183 322 W 13AB-Oocs 0.258 a 4.13 5.73 0 0 0 0 13BB-Oorws 0.088 a 1.41 1.54 106 100 141 154 11 IA-clom 1.270 a 20.32 92.13 6 0 122 553 W 13BB-Oocws 0.088 s 1.41 1.54 89 89 126 137 13BB-Oocws 0.088 w 1.41 1.54 166 148 209 228 11D0 0.390 w 6.24 12.21 18 18 109 214 C 16A-19ad 0.049 0.78 3.67 171 171 134 625 C 16A-30ad 0.032 0.51 2.39 0 0 0 0 F 22AADl 0.989 15.82 0.00 171 53 839 0 61 c) AED excursion 0 Envelope loss/gain 1 1975 2357 12 a) Infiltration 257 133 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 500 Subtotal (lines 6 to 13) 2232 3450 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2232 3450 15 Dud loads -0% 0% 0 0 Total room load 2149I 3157I 1Air � ed(�) I I I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2020-Jun-3017:46:37 AfEk - - Right-Sufte® Universal 2019 19.0.03 RSU18637 Paget ...s Legalization (Junior)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Right -A@ Form J1 Cooler By Design Entire House Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz 1 Name of Room Entire House BATH 2 Running Feet of Exposed Wall 60.0 ft 7.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.4 ft 721.2 ft' 8.0 ft 160.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 191.5 ft' 3.0 x 7.0 ft 21.0 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 191.5 ft' 0 21.0 ft' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 aVy II 13BB-Oocws n 1.41 1.54 89 113 124 0 0 0 laz lA-clom n 20.32 35.79 9 183 322 0 0 0 Wall 13AB-Oocs a 4.13 5.73 56 231 321 56 231 321 V 13BB-Oocws a 1.41 1.54 106 141 154 0 0 0 11 ff laz IA-clom a 20.32 92.13 6 122 553 0 0 0 Wall 13BB-Oocws s 1.41 1.54 89 126 137 0 0 0 1l�all- 13BB-Oocm w 1.41 1.54 166 209 228 0 0 0 IDoor 11DO w 6.24 12.21 18 109 214 0 0 0 Cell 16A-19ad 0.78 3.67 171 134 625 0 0 0 cell 16A-30ad 0.51 2.39 21 11 50 21 11 50 Flor 22A-tpl 15.82 0.00 192 949 0 21 111 0 Infiltration Heating Load (Btuh) 0.61 289 32 Effect WAR WAR 12 I Sensible Load (Btuh) I ACH 1.00 I I 150 I I 0.11 I I 17 I I 0.32 1 r' Latent Load (Btuh) I 337 Internal a Occupants at 230 and 200 Stun 2 460 400 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 500 0 0 0 e Plants 0 0 114 I Subtotals I Sum lines 6 through 12 I I 2617 I 3838 I 737 I I 385 I 388 I Duct EHLF & ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 0 0 0 117 I Winter Humidification Load Gal/Day I 0 I I 0 I I I I I I I 18 Piping Load 0 19 Blower Heat 0 20 AED Excursion & Latent Moisture Migration Load 0 0 21 Total Load Sum lines 13 through 19 2617 3838 737 385 388 Calculations aooroved by ACCA to meet all requirements of Manual J 8th Ed. wr,®tmemcbr t- 2020-Jun-30 17:46:37 G� Right -Suite® Universa12019 19.0.03 RSU18637 Page 1 s Legalization (Junior)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W UDBARDY Right-JS® Form A Cooler By Design Entire House Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz 1 Name of Room DEN 2 Running Feet of Exposed Wall 53.0 ft 3 Ceiling Ht (Ft) and Gross Wall Area (SgFt) 8.5 ft 561.0 ft' 4 Room Dimensions (Ft) and Floor Plan Area (SgFt) 1.0 x 170.5 ft 170.5 ft' 5 Ceiling Slope (Deg.) and Gross Ceiling Area (SgFt) 0 170.5 ft' Type of Const., Panel I HTM I Area or I Btuh I Area or I Btuh Exposure Number Faces Lenght Lenght Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6 algl II 13BB-Oocws n 1.41 1.54 89 113 124 �---f laz 1A-clom n 20.32 35.79 9 183 322 Wall 13AB-Oocs a 4.13 5.73 0 0 0 Vyall 13BB-0ocws a 1.41 1.54 106 141 154 11 I---Glaz 1A-clom a 20.32 92.13 6 122 553 Wall 13BB-Oocws s 1.41 1.54 89 126 137 aV�l II 13BB-Oocws w 1.41 1.54 166 209 228 I -poor 11DO w 6.24 12.21 18 109 214 Cell 16A-19ad 0.78 3.67 171 134 625 Cell 16A-30ad - 0.51 2.39 0 0 0 Flor 22A-tol 15.82 0.00 171 839 0 Infiltration Heating Load (Btuh) 0.61 257 Effect WAR 12 I Sensible Load (Btuh) I ACH 0.89 I I 133 I I I I I I 0.32 1 Latent Load (Btuh) Internal a Occupants at 230 and 200 Btuh 2 460 400 b Scenario number 0 13 c Default Adjustments d Custom Appliances 500 0 e Plants 0 114 I Subtotals I Sum lines 6 through 12 I I 2232 1 3450 Dud. 0 0F & ESGF 0 0 0 15 I Lds ELG 0 16 Ventilation Loads Vent Cfm 0 E Cfm 0 117 I Winter Humidification Load Gal/Day I 0 18 Piping Load 19 Blower Heat 20 rZD Excursion & Latent Moisture Migration Load 0 21 Total Load Sum lines 13 through 19 2232 3450 Calculations approved by ACCA to meet all reauirements of Manual J Elth Ed. -rw 2020-Jun-3017:46:37 AeGA Rig ht-Suite® U niv ersal 2019 19.0.03 RSU18637 Paget ...s Legalization (Junior)102. CalcsXHeat Load.rup Cale = MJ8 Front Door faces: W UDBARDY Loads for Multiple Orientations Cooler By Design Entire House Project Information For: Castellanos Residence 77 NE 106 St, Miami Shores, FL 33138 Job: 19125 Date: Jun 25, 2020 By: Edgar Munoz Location: Indoor: Heating Cooling Miami, FL, US Indoor temperature (°F) 68 75 Elevation: 30 ft Design TD ff) 16 16 Latitude: 26°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 4.9 57.6 Dry bulb (°F) 52 91 Infiltration: Dailyrange (°F) - 12 ( L ) Wet bu I b (° F) - 78 Wind speed (mph) 15.0 7.5 Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load(Btuh) 3857 3873 3812 4188 4132 3897 3677 3868 Latent Load (Btuh) 737 737 737 737 737 737 737 737 Total Load (Btuh) 4594 4610 4549 4925 4869 4634 4414 4605 Heating AVF (cfm) 183 184 181 199 196 185 175 184 Cooling AVF (cfm) 183 184 181 199 196 185 175 184 Building Orientation Cooling Load anon 400 300 200 100 Direction FrontDoorfaces Current Orientation: Front Door faces West Highest Cooling Load: Front Door faces Southeast Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsofi 2020-Jun-3017:46:37 -- _-, Right -Suite® Universal 2019 19.0.03 RSU18637 Pagel s Legalization (Junior)\02. CalcsXHeat Load.rup Calc = MJ8 Front Door faces: W UDBARDY J1 Form - Worksheet A Job: 19125 Date: Jun 25, 2020 Cooler By Design Entire House By: Edgar Munoz Supporting Detail Project Name: Date: Jun 25, 2020 Address: 77 NE 106 St, Miami Shores, FL 33138 Phone: Job ID: 19125 Worksheet A Location and Design Conditions Weather Location: Miami, FL, US Elevation = 30 1 Latitude = 26 Indoor Conditions, Heating: DB = 68 °F RH = 50 % Indoor Conditions, Cooling: DB = 75 °F RH = 50 % Table 1 Conditions 99% DB = 52 °F 1 % DB = 91 °F Grains Difference = 58 gr/lb Daily Range = L Design Temperature Differences HTD = 16 °F I CTD = 16 °F Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft -_ Right-Sufte®Universal201919.0.03RSU18637 s Legalization (Junior)\02. Calcs\Heat Load.rup Calc = MJ8 Front Door faces: W 2020-Jun-30 17:46:37 Page 1 Mow 1111�'J�j BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 (� Master Permit No. Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: % ,IJ f Q (a S� City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: g1--7-g36— 615;6 — 0340 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): a MC, S Cgs] Ilan s S Phone#: JC5 -3 9--3 -6q&j Address: 71 /"S- dQ& 5`1 City: M I am i' 5{ o t e s State: Zip: S 313 P Tenant/ Email: Name: No�-R_ ea I/. ne#: CONTRACTOR: Company Name: 44A� 0 won C 4rv�tloV1 � Pc191�IrrK.Phone#: 2`� �3Z%l Address: �� a111� 1� Gouir�- City: �1ci1Y1 FL State: Zirrp:7(5� Qualifier Name: kg1wlo SyCAq 1C1n '0— Phone#: State Certification or Registration #: 64iC 1 $50-q9-z6 Certificate of Competency M DESIGNER: Architect/Engineer: 'I un Phone#: 040 Address: 40P ��rlg5YI cA � A-3 City: 1.4oW4Jc0 State: KL Zip:302'-�' t Value of Work for this Permit: $ �� Square/Linear Footage of Work: 1� Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: I nA'a 1pY RftARhm AP-W heW A01hW% Wg-QY he-04-ri h'9-\9'e\ectY1Cg1 paw ► ho-W W V00W ch dill rQnA\* clhct Specify color of color thru tile: Submittal Fee $6-0 a Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2-4- day of Dciu b e -,,- 20 1 C1 by TO r R--- 'L Q0S4,d1af705 who is personally known to me or who has produced identification and who did take an oath. Signature CONTRACTOR The foregoing instrument was acknowledged before me this 2 �- day of OC. TD 6-C— 20 L 6 by ��gLIG�S�1lQ��swho is personally known to as me or who has produced identification and who did take an oath. as NOTARY PUBLIC: NOTARY PUBLIC: Sign: I Sign: Print: ,) 1, Print: Seal: ohn UdbardY NOTARY PUBLIC Seal: OTARY LIC STATE OF FLORIDA STATE OF FLORIDA ? Comm# GG25W75 Cow GG256075 Expires 9/12/2022 APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 . C a..rOFFICE TIE APPRAISER Summary Report Property Information Folio: 11-2136-006-0310 Property Address: 77 NE 106 ST Miami Shores, FL 33138-2034 Owner TOMAS E CASTELLANOS Mailing Address 640 NE 72 TER MIAMI, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,597 Sq.Ft Living Area 1,567 Sq.Ft Adjusted Area 1,430 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1939 Assessment Information Year 2019 2018 2017 Land Value $230,638 $230,638 $230,638 Building Value $99,528 $96,883 $96,883 XF Value $741 $752 $763 Market Value $330,907 $328,273 $328,284 Assessed Value 1 $330,907 $196,079 $192,047 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $132,194 $136,237 Homestead Exemption $25,000 $25.000 Second Homestead Exemption $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 15 BLK 207 LOT SIZE 75.000 X 123 OR 20833-2320 11 2002 4 Generated On : 10/30/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $50,000 $50,000 Taxable Value 1 $330,907 $146,079 $142,047 School Board Exemption Value $0 $25,000 $25,000 Taxable Value 1 $330,907 $171,079 $167,047 city Exemption Value $0 $50,000 $50,000 Taxable Value 1 $330,907 $146,0791 $142,047 Regional Exemption Value $0 $50,000 $50,000 Taxable Value $330,907 $146,079 $142,047 Sales Information Previous OR Book - Price Qualification Description Sale Page 31492- 06/11 /2019 $455,000 Qua] by exam of deed 2976 24713 06/01/2006 $450,000 Sales which are qualified 4372 20833- Sales which are disqualified as a result 11/01/2002 $0 2320 of examination of the deed 00000- 03/01/1972 $31,500 Sales which are qualified 00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 10/30/2019 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY Florida dpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION LICENSE NUMBER: CGC1507926 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com ate} r�a Do not alter this document in any form. �� .•. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Rtceipt !'4+[ ami-Glade County. State of Elands -txS 4 NOT A 1 « .20 40t PIAV 53st".4 WHO & SON CCNSTR'UMON COMPANY r4j NJ VEAL 17820 SW 1 08TH CT swri" 4tmw ft 53157 EXPIRES SE EMBER .2= w .w grit-f-icorr+of so 14 p,0*er'l t#a R F[MmRft-t a °tom f r #A qi; .y $=alp at ft" Arimum & SO% 1w CwAw PC 114 rA I1 r:AA I'A ilo' j (too 1 M� ► #Ift %G Laai @ago= 7w optdmA *m*r $42opm Moom ties Wit fn*%*M too s 44,4CAWO 40 00 6066W E 1.rLdo- 0410 0 w bm Go" memk *me t tlr C.1trt 40 46sw ~ M 080prw fr alb ,sat mmw4m Mew Mm& �1rfr 1r+� ir► � for owammdm* 4K%w*o**t OP ID: LL '`'+C- "MCERTIFICATE OF LIABILITY INSURANCE DATE ) 10/30/2019 10J30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Luis Insurance Margie Luis 5851 Bird Road Miami, FL 33155 MARGIE LUIS c� cT Luis Insurance / Margie Luis FAX im,PNON N..305-667-7700 INC No): 305-667-7755 ADDRESS: MMIUIS@lUisinsurance.com RODUCER CUBT MER ID ; NACHO-1 INSUR S AFFORDING COVERAGE NAIC # INSURED Nacho and Son Construction Company. 16225 S 11157 Ave #20D Miami, FL Miami33 INSURER A: Evanston Insurance Company 35378 INSURER B : Evanston Insurance Company 35378 INSURER C:Infini Auto Insurance Co. INSURER D : INSURER E : INSURER F : %oVYCRAVC.7 CFF?TIFICOTF IUI IRRRF17• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCEINSR ADDL B wvnPOLICY NUMBER POLICY EFF MM/D POLICY EXP M/DD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY 3AA346135 06/24/2019 06/24/2020 PREMISE Ea occurrence $ 50,000 CLAIMS -MADE a OCCUR MED EXP Any oneperson) $ 5,000 X Contractual Liab. PERSONAL S ADV INJURY $ 1,000,000 X Completed Oper. GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED C X ANY AUTO 509800040309001 06/28/2019 06/28/2020 Ea etSINGLELIMIT $ 1,000,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE (PER ACCIDENT) $ HIRED AUTOS NON -OWNED AUTOS Ded Comp/Coll $ 1,00 X UMBRELLA LIAR OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,00 B EXCESSLIAB CLAIMS -MADE EZXS3009991 06/11/2019 08119/2020 4DEDUCTCLE $ RETN WORKERS COMPENSATION AND EMPLOYERS' LI ABILnY WC STATU- OTH- LIMITS $ ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICERIMEMBER EXCLUDED? N / A E.L.EACHACCIDENT $ (Mandatory In NH) II yes describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Addldonal Remarks Schedule, If more space Is required) General Contractor. P`C�TICIf+ATC LtAI nre� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, FL 33138 MSVILLA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE MARGIE LUIS 1 AGUKU 25 (ZU09/09) ©1 The ACORD name and logo are registered marks of ACORD TWIN _ All rinhlc roa.—A AC Ro® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 10/30/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Automatic Data Processing Insurance Agency, Inc. PHONE FAX A/C No Ext : A/C, No): E-MAIL ADDRESS: INSURE S AFFORDING COVERAGE NAIC# 1 Adp Boulevard INSURER A: NorGUARD Insurance Company 31470 Roseland NJ 07068 INSURED INSURER B : INSURER C : _ NACHO & SON CONSTRUCTION COMPA INSURER D : 17820 SW 108 CT INSURER E : INSURERF: MIAMI FL 33157 COVERAGES CERTIFICATE NUMBER: 1297136 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE D B POLICY NUMBER MM/DDY EFF MM/DD POLICY EXP LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JET LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY OMB NED IN LE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY N ANY PROPRIETOR/PARTNERIEXECUTNE YIN OFFICER/MEMBEREXCLUDED? ❑N (Mandatory In NH) Ifyas dascrbaunder DESCRIPTION OF OPERATIONS below N/A N NAWC001970 09/21/2019 09Y21/2020 PER O H- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Contractor License: CGC1507926 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD 7210 sw 126fh Cesar Anicmto J. Garcia, PLSM ph (305) a58-a56s Mier"'. Ftaida 331e3 Land Surveyor & Planner egercraM@aoLaom Property Address: 77 NE 106th Street Miami Shores, Florida 33138 Legal Description: Lot 15, Block 207, DUNNING'S MIAMI SHORES EXTENSION No 2, according to the Plat thereof, recorded in Plat Book 41, Page 78, of the Public Records of Miami -Dade County, Florida. Folio No: 11-2136-006-0310 SCHEDULE B, SECTION II of the Title Commitment Boundary Sui Scale 1 "= 20' 1. Defects, liens, encumbrances, adverse claims or othe matters, if any created, first appearing in the public records or attaching subsequent to the effecbvdate hereof but prior to the date the proposed Insured acquires for value of record the estate or interest r mortgage thereon covered by this Commitment. Not a survey matter 2. Rights or claims of parties in possession. Not a survey matter 3. Easements or claims of easements not shown by themblic records. If there is any, this information has to be provided to us tolhow it on the survey 4. Any encroachment, encumbrance, violation, or adverse circuntsance affecting the title that would be disclosed by an accurate and complete land survey of the land. The term encroachrent includes encroachments of existing improvements located on the land onto adjoining land, and encroachments on the lard of existing improvements located on adjoining land. Refer to this survey 5. Any lien or right to a lien. for services, labor or material heretofoe or hereafter furnished. imposed by law and not shown by the public records. Not a survey matter 6. Intentionally deleted 7. Intentionally deleted 8. Taxes for the year 2019 and subsequent years which are not yet due and payable. Not a survey matter 9. Easements, dedications, restrictions, covenants and conditions as set forth in the Plat of DUNNINGS MIAMI SHORES EXTENSION NO. 2, recorded in Plat Book 41, page 78. Any matter affecting this property is shown on this survey T-dle Commitment By WFG National Title Insurance Company Commitment No: FL19161466 Commitment Date: May 13, 2019 @ 11:59 pm Flood Plain Information: Reference Bench Marks: Flood Zone: X; Panel No: 12086C0302L, County BM No N-566, Elev=10.78 ft effective 09-11-2009; Community Name/ & N-567, Elev=10.54 ft NGVD 1929 No.: City of Miami Shores/120652 A - Arc Length; AC = Air Conditioner, AE = Anchor Easement; BC = Block Comer, BM = Bench Mark; BOB = Basle Of Bearings; (C) - Calculated Dimension; CB o Catch Basin; CBS Concrete Block Structure; CFW - Concrete Fence Wall; CH = Chord Length; CHB - Chord Bearing; Cl = Clear, CML City Monument Line; CME - Canal Maintenance Easement. Core - Concrete; DE - Drainage Easement; DME Drainage & Maintenance Easement; Dr - Drive; E East; Elev = r� Z Elevation; ENCR = Encroached; ETP - Electric Transformer, FDH - Found Drill Hole; FIR = Found Iron Rod; FFE = Finished Floor Elevation; FH - Fire Hydrant; FlP a7 Found ton Pipe; FN — Found Noll; FT - Feet LME - Lake Maintenance Easement; tB = Licensed Business; LIFE - Lowest Floor Elevation; LP - Light Pole; (M) Measured Dimension; ME — Maintenance Easement; MON - Monument; N = North; NGVD 1929 — NaVarral Geodetic Vertical Datum of 1929; NTS = Not To Style; O g OE — Overhead Cables; OH - Over Hang; ORB — Official Record Book; O/S v Off Set Pb — Plat Book PC — Point of Curvature: PCC - Point of Compound WW Curvature; PCOR - Property Comer. PCP - Permanent Control Point Filla Page; Pl.- Planter or Property line; PLS — Professional Land Surveyor, PLSM — V, K Professional Land Surveyor and Mapper, POB — Point Of Beginning; POC = Paint Of Commememed; PRC = Point Of Reverse Curve; PRM — Permanent Reference mMonument rcy, PT = Point Of Tonger, R - Radius; (R) — Recorded Distension; RLS - Registered Land Surveyor and Mapper, R/R — Rail Road; R/W — Right Of Q Way; Sec — Section; T - Tangent; S - South; SIP = Set Iron Pipe With Cap Stamped PLS 5105: UE — Utility Easement UP — Utility Pole; UTY - Utility; W — West WF - Wood �Fqence; WM — Water Meter; WV- Water Valve; (J— Centerline; — Chain Link Fence; ® — Concrete Wall; ' — Degrees; n - Central m Angle; 0 - Diaeter, 1 - Existing Elevation; ' = M; nutes; ' - Seconds;—r— Wood Fence; Unless otherwise rioted, found markers had no identification pM Lo Bloc LEGAL NOTES Dotee Field Work 08-05-20)9 El otlons on 12-08-2019 This Swney does not reflect or detenrtale orrlelell Legal Description provded by Tie Commitment undergramd Encroachments, N ary. are not Mlom; This firm has not attempted to lanxte fooling and/or foundation and/or mlergrourd improverenfs of arty nalure; d diem, Bemngs are referred to an A�srred umida ; Ifdram, Elsinore ire AnianO J. LSM 5105 referred to Notio ml Geodetic Vertical Daoen of 1929 (hM 1929) Not volid without t a signature and the original ailed seal of a Florid nsed surveyor qNTI Noted: Overhead utility lines encroach into the subject property. 19 — Chain link fence along the rest side encroaches up to 0.6 feet into the rest adjoining property For. Tomas E. Castellanos; Holland & Knight, LLP; WFG National Title Insurance Company; Citibank, N.A., its successors and/or assigns as their interests may appear Order No 19-0184 GENERAL NOTES CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. CORRECTIONS OF THESE CONFLICTS ARE 70 BE INCLUDED IN THE WORK AND IN THE PROPOSAL 2, CONTRACTOR SPALL DETAIN LATEST SET OF DRAWINGS. INCLUDING ANY REVISIONS, BEFORE STARTING CONSTRUCTION. 3. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT. K. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SE75 SO THAT ALL ARCHITECTURAL DETAILS AFFECTING THEIR WORK ARE INCLUDED 5. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD ANY MINOR DISCREPANCIES MUST BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. WRITTEN DIMENSIONS TARE PRECEDENCE OVER SCALED DIMENSIONS DO NOT SCALE DRAWINGS UNLESS AUTHORIZED BY THE ARCHITECT 1 THE ARCHITECT RESERVES THE RIGHT TO REJECT ALL WORK THAT IS DEFECTIVE AND/DR OF POOR WORKVANSHIP OR WORK THAT DEVA7ES FROM THE SPECIFICATIONS OF THESE DOCUMENTS. 8. THIS OFFICE DOES NOT ACCEPT ANY RESPONSIBILITY FOR THE INTERPRETATION OF THESE PLANS BY OTHERS, UNLESS REQUESTED IN WRITING, AND IT Is GIVEN THE AUTHORITY TO CHECK AND APPROVE SHOP DRAWINGS, 9, ALL SECTIONS AND DETAILS SHALL BE CONSDERED TYPICAL AND APPLY FOR SIMILAR SITUATIONS THROUGHOUT THE PROJECT, UNLESS OTHERWISE SPECIFICALLY NOTED 10. REFER TO FINISH SCHEDULE. AT THE TIME OF BDDTG, FOR SPECIFCAECNS OF FINISHES MATERALS, COLOR, TREATMENTS. ETC AL- OE THE ABOVE SHALL BE S❑ECIFIED BY THE ARCHITECT IF NOT NOTED 'HEREIN 1 CEILING/SLAB ANCHORAGE ANY AND ALL FASTENERS FOR WALLS/CEUNGS AND/OR SLARS UTILIZED ON THIS PROTECT SHOULD BE STANDARD DRILLED ANCHORS WITH A MAXIMUM EMBEDMENT OF n- TO %.- THAT MEET W: WM LATERAL LINE LOAD RE0UIREVENIS FOR INTERIOR NON -LOAD BEARING PARTITION WALLS DO NOT USE POWDER -ACTUATED ANCHORS. DEMOLITION NOTES REMOVE ALL EXISTING CONSTRUCTION AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT UWTED TO ITEMS SHOWN ON THE PLANS WITH DASHED LINES NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANtAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED PATCH AS REQUIRED ALL CONSTRUCTION TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR S DESIGNATED TO MAKE REMOVALS. DISPOSITION OF MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR VERIFY WITH OWNER, THE DSPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE 2. ALL REMOVALS, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 3. REMOVE ONLY NON -LOAD BEARING CONSTRICTION AND PARTITIONS CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS. I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING J06TS ARE DESIGNATED FOR REMOVAL CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN DUES71ON OR DEVIATING FROM THE DESIGN INTENT. CONTRACTOR'S NON CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK ISBEING ALTERED UNDER THS CONTRACT 4. PATCH ALL FINISHES TO WATCH EXISTING, INCLUDING BUT NOT LIMITED T0. GYPSUM BOARD. PLASTER, ACOUSTIC SYSTEMS, WOOD TRW, COVERS, BASE, PANELS. PALS AND WAINSCOT. VERIFY WATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE, PROVIDE OTHER WATERAS TO MATCH EXISTING WHEN REQUIRED. TO BE APPROVED BY OWNER 5. PATCH EXISTING WALLS GYPSUM DRYWALL OR PLASTER TD MATCH EXIST ING OF SUFFICIENT THICKNESS TO "I UNFORM WALL THICKNESS B. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO RECEIVE NEW FLOOR FLASHES INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. WATCH EXISTING WHEREVER POSSIBLE. 7. THE NEMOVAL/MODEICATION OF THE WAS MUST BE PERFORMED CAREFULLY TO ENSURE EXISTING PLUMBING VENTS AND SANITARY STACKS WILL NOT BE DAMAGED AND/OR MODIFIED IN ANY MANNER 8. IF A PLUVB'NG/VENT STACK IS TO BE CONCEALED WITHIN A WALL. THE GENERAL CONTRACTOR NEEDS TO ASCERTAIN THAT, BEFORE THE PLUMBING STACK IS COVERED WITHIN AVr ARCHITECTURAL FINISH. COLUMN ELEMENT OR WALL SECTION, 'HAT ITS INTEGRITY, IS NOT COMPROMSE➢, INCLUDES THE FIRE RATED SEALANTS AT THE WALL AND SLABS THAT SEPARATE THIS APARTMENT'S ENCLOSURE FROM OTHER SPACES 9 THE EXSTING/REMAINING SMOKE DETECTORS AS WELL AS FIRE ALARM SYSTEM SPEAKERS AND ASSOCIATED WRING SHOULD BE PROTECTED FROM DUST. PAINT OR ANY TYPE OF DAMAGE DURING CONSTRUCTION 10 ANY OPENING, PENETRATION, AND/OR MODIFICATION TO EXISTING STRUCTURAL COMPONENTS, INCLUDING BUT NOT LIMITED TO WALLS. SLABS. COLUMNS. BEAMS, ETC., ISFORBIDDEN WITHOUT PRIOR APPROVAL BY THE BUILDIKG'S ASSOCIATION. 11 ANY FIRE SPRINKLER SYSTEM WORK SHOULD BE PERFORMED BY THE ASSOCIATION 'S FIRE SPRINKLER CONTRACTOR THAT IS RESPONSIBLE FOR VANTANI - AND PRE AIRING THE FIRE SPRINKLER SYSTEM ON A BUILDING -WADE BASIS. PERMIT AND APPLICABLE RESOLUTIONS • APPLICANT WILL COMPLY WITH ALL ORDINANCES OF THE MAMI-OADE COUNTY AND CITY BUILDING CODE PRIOR TO STARTING CONSTRUCTION. • IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE WAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF W1AVI-DADE COUNTY INTERIOR FINISHES NOTE • INTERIOR WALL, CEILING, FLOOR, DECORATIONS AND TRIM SHALL COMPLY WITH FBC CHAPTER 8. THE CLASSIFICATION OF THE INTERIOR WALL AND CEILING FINSH MATERIALS IS CLASS C: FUME SPREAD INDEX 76-200. SMOKE -DEVELOPED INDEX 0-450. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAT CLASS II (022 WA75/CM•OR GREATER AS PER NFPA 253 • CURTAINS, DRAPERIES, HANGING AND OTHER DECORATIVE MATERIALS SUSPENDED FROM WALLS AND CEILINGS SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE OF SECTION PO82 OR BE NONCOMBUSTIBLE GLAZING NOTE • GLAZING IN FIXED OR OPERABLE PANEL ADJACENT TO OR WITHIN 48" FROM EDGE OF DOOR k WHERE 8070Y EDGE OF GLAZING IS LESS THAT 60' ABOVE ILDOR SHALL BE SAFETY GLASS GAT a L17E IS LESS 9 SO I IF GLAZING 5 YORE THAN 9 SO n GLASS CAT '.I SHALL BE PROVIDED LEVEL NOTE • MAX If' DIFFERENCE ON LEVEL AT ANY FLOOR .EVE'- CEILINO AND SOFFIT HEIGHT NOTE • NEW CEILING AND SOFFIT HEIGHTS ON OCCUPIABLE SPACES. HABITABLE SPACES AND CORRIDORS SHAL', BE 7'-6' MIN AO BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN I' MIN ABOVE FINSH FLOOR 'N COMPLIANCE WTTH FBC !2082 SHOWER NOTES BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH NSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONASSORSENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (IB29 MM) ABOVE THE FLOOR TO COMPLY WITH FBC 2014 R 3071. FIBER-CEWENT, FIBER -MAT REINFORCED CEWENTITOUS BUCKER UNITS GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS IN COMPLANCE WTH ASTIM C 1288. C 1325. C 1178 OR C 127B. RESPECTIVELY. AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS TO COMPLY WHD FBC 2014 R 702 4.2 PROVIDE TEMPERED SAFETY GLASS CLASS 11 FOR SHOWER ENCLOSURES • 22' MIN CLEARANCE FOR SHOWER ACCESS (32 NOMINAL FOR FHA AS PER FBCP 4174.2) FINAL CLEANING FLOORING. A CLEAN SUBSTRATE. FILL CRACKS. HOLES, AND DEPRESSIONS. AND LEVEL FLOOR WITHIN 1/8" IN 10 FEET BEFORE THE LONG OF THE WOOD FLOORING. 3 IN AREAS WHERE THE FLOORS WLL BE FINISHED BY OTHERS. THE CONTRACTOR 5 TO BROOM CLEAN THE FLOOR ONE DAY BEFORE THE INSTALLATION OF FINISH FLOORING C GENERAL CONTRACTOR SHALL REMOVE FROM STE ALL DEBRS LEFT BY SUBCONTRACTORS PRIOR TO TENANT'S OCCUPANCY OTHER A. REMOVE GREASE, WASTIC, ADHESIVE. DUST, GIRT, STAINS. FINGERPRINTS, LABELS, AD OTHER FOREIGN MATERALS FROM THE SITE. 00 FROM ANY OTHER EXPOSED FINISHED :NTE%OR OR EXTERIOR SURFACES. B. WASH CLASS, AND VRRORS AS PER MANUFACTURER'S $PECTIC INSTRUCTIONS C. POLISH GLOSSY SURFACES. 0. CLEAN PERMANENT T LTERS, AND REPLACE FILTERS IN VENTILATING SYSTEMS. IF UNITS ARE OPERATED DURING CONSTRUCTION. CLEAN DUCTS. BLOWERS. AND COILS. IF UNI7S OPERATED WITHOUT FILTERS DURING CONSTRUCTION. E PRIOR TO OWNER OCCUPANCY, CONTRACTOR SHALL INSPECT THE SITE AND EXPOSED NITRIDE? AND EXTERIOR SURFACES. TO VERIFY THAT THE ENTIRE WORK IS CLEAN AND SATISFACTORY TO THE ARCHITECT. CASTELLANOS RESIDENCE INTERIOR MODIFICATION 77 NE 106 ST. MIAMI SHORES, FL 33138 l G" (b� BUILDING DATA FOLIO l 11-2136-006-0310 ADDRESS 77 NE 106 ST MAMI SHORES. FL 33138 LEGAL DESCRIPTION DUNNINGS WUMI SHORES EXT NO 2 PB 41-78 LOT 15 BLK 707 LOT SIZE 75.000 X 123 OR 20833-2320 11 2002 4 YEAR BUILT 1939 FLOORS I TYPE OF CONSTRUCTION III-B STRUCTURE (EXISTING) CONCRETE BLOCK WALLS WOODEN ROOF AREAS EXISTING LIVING AREA 67 50. RAREA OF WORK +1.SO R CODE REFERENCES R I N E O T TI XI I 1 FLORIDA BUILDING CODE YELHANIGi 2(117, 6TH EDITIpN ROROA BUILDNC COQE PLUMBING 20t 7, 6TH EDITON NAT NAIL LEC t4 I SCOPE OF WORK • NFl WA -SPAY LOOT • NW BAFO100Y N 00S90W DEN • Alm 1AN09E55 OVER NUTER • OF EIECOWGV. PANEL • in WDWO. N DEN • REXIOME AND REFUGE SOLE DOOR LEVEL OF ALTERATION A ( .. WORK AREA COMPLIANCE ^HO ) OCCUPANCY CLASSIFICATION AS PER FBC CHAPTER 3105 THE OCCUPANCY CLASSIFICATION S R-3 • RESIDENTIAL OCCUPANCIES WHERE THE OCCUPANTS ARE PRIMARILY PERMANENT IN NATURE AND NOT CLASSIFIED AS GROUP R-1, R-2, R-4 OR I BUILDINGS THAT 00 NOT CONTAIN MORE THAN TWO DWELLING JNITS Awl i•1 !',,.. ,� �.. �-. I H h a q�e(#-� 111 0l nW,�•' i�Si �,.- I 1 LOCATION MAP TUTS �0 GRASS ASPHALT PARKWAY NE 106 ST. 2 KEY PLAN / G NM 0 W CA -5 I-S 323 .� 212BISCAVNE10 C BLVD. SUITE. 200 W MIAMI, FL 33137 O786 T73 3090 ® M: 954,880.5206 � PmCMmn uig¢aLLy signed by EDGAR GF 020.06.03 S70NALE�.a° 14:18:33 -04'00' EDGAR MUFIOZ, P.E. FLUC. NO. 50051 CONSULTING ENGINEER 1490 SHERIWN STREET UNET A3 HDLLYNDODa FL 37020 W Q _W 0 Z — W cI,D Q G ~ W co uj ate WIx w 2g zcan: o � � a O jull Q ZQ V tt No I REVISION /ISSUE Q BUILDING COMMENTS NOV. 2T 2019 L� w JUN 1 p= o _ I II TITLE LOCATION MAP, KEY PLAN & GENERAL NOTES oENHEC7 NUMBER 19125 M*F OCT. 29, 2019 SCALE AS SHOWN DWG A.1 GENERAL NOTES 1. CONTACTOR WALL VERIFY ALL DIMENSIONS AND DONmma6 AT MOB SITE BFOE STAVIM WWIL Dsmmwjm WU1L BE %OUGHT TO THE ATTENTION OF THE ARCNECl/90NEE1 BEFORE PRDCEEOM WITH THE WON. OORRECnOS OF TEE CONFLICTS ARE TO BE INCLUDED IN THE WORK AD IN TIIE PROPOSAL. 2. COMXM SHALL OBTAIN LATEST SET OF DRAWINGS. INCLUDING ANY REVISINS, BEFORE STARTING CDSTW1CIgN. 3 W CHUMS OR SITOBTWTW! WALL BE WOE WITWR THE WRITTEN APPROVAL OF THE AW7OECR, 4. DRAW= ARE TO E ISSUED m THE WSCOORACIgS IN COMPLETE SETS SO THAT ALL ARpQIECNRAL DETAILS AFFECTING THOR WOW( ARE INCLUDE). 5 ALL OWDl4OS NL!T BE VERIFIED BY THE CORIRWTCR IN THE FIELD. ANY MA" OSCRFPMA>FS MUST BROUGHT TO THE ATTENTION OF THE ARCHITECT B. WRITTEN DIES TAME PRECEDENCE OVER SCALED DIENSCIIS. DO MDT SCALE DPAW/NS UNLESS AUTHORIZED BY THE ARCHITECT. 7. THE ARCHITECT MOM THE RGU TO RLIECT ALL WORK THAT IS DEFECTIVE AND/OR OF POOR WaamA9HOP OR WORK THAT DEVIATES FROM THE WiOFIfNRW6 OF THESE DOC UIENTS B THIS OFFICE DOES NOT ACaPT ANY ESPMCMITY FOR THE W0040ATM OF THESE PLANS BY GIIEAS. UNLESS REQUESED II WINING, AND R 6 GIVEN THE AUTHORITY TO DECK AND APPROVE SHOP DRMIDIS. 9. ALL SECTIONS AND DETAILS SHALL E CON OD RED TYPI'.AL AND APPLY FOR SMA SMMIONS TKWMWT THE PRNECT. UNLESS OTHERWISE SPECIFICALLY NOTED. 10. REFER TO FNSH SCHEDULE. AT THE TIME OF BDQUW. FOR SPECIFICATIONS OF FORM, MATERIALS. COLOR TREATMENTS ETC ALL OF THE ABOVE 51141. E SPECIFIED BY THE ARCHITECT IF NOT NOTED THEREIN. N. 11. QOnW/SLAB ANOGRAGE: ANY AND AL FA90M FOR WARS/CEIIWS AND/OR SLABS LROf® ON HOS PRMW SIWAD BE STANDARD OILL£D ANCHORS WITH A MAMRE adOCD EM OF )1' TO EN• THAT MEET LIIMIUM LATERAL LIVE LOAD REORIEIEIOS FOR MIERGR NON -LOAD REARING PAQRMN WALLS DO NOT USE POWDER-ACRIAIED ANOgR& DEMOLITION NOTES 1. ROM ALL EXISTING CONSTRUCTION AND FINISHES NECESSARY FOR THE COMPLETION a THE WOO AS 0111m ON THE CRAWPDS [INCLUDING. NOT Lam TO ITEMS SHOW ON THE PLANS WITH MSED IDES, NARY DISCONNECTS AND ALTERATIONS m Cox IEI]WIX'A. NO EiECIRftL SSTE IS SHALL BE INCLUDED. PATCH AS Ea1LffD ALL CO SIWR7Wl TO REMAIN IN ACCORDANCE WITH THE CONTRACT WMINS MERE CONTACTOR IS DMIGNArm TO EWE EMWHHNS, DEPOSITION OF MATERIALS IS THE RESPONSIBILITY OF RE CONTRUCTai VERIFY WITH OWNER THE DISPOSITION AND REMOVAL OF ANY �POEWrS OF SALVAGEABLE VALUE 2. ALL RI]IOVALS, UNLESS SPEC6IDNLY NOTEDORREQUESTED BY THE DEWIER SHALL BECOME THE PROPERTY OF TIE CONTRACTOR 1 ROM OILY NON -LOW BEARING CO SPEC ION AND PARITOS. CONTRACTOR TO VERIFY , PRIOR TO R8001, THAT NO STRUCTURAL COMPONENTS, LE TEAM WALLS BEAMS. IENDES, ETC SUPPdtTIG FLOOR, ROOM OR CEDING KITS ARE DE9GNLATFD FOR RUIWAL CCIW THE ARCHITECT PRIOR TO RDICI L OF ANY CONSTRUCTION IN OUES00N OR OEVWDIG FROM THE DESGN INTENT CONFACTWS NON COIACT OF ARXIECT PRIOR TO REMOVAL OF ANY WORK INDICATES IS OWLETE UCMR40DG THAT NO LOW REARM OR STRUCTURAL WOW( 6 BEING ALTERED UNDER THIS CONTRACT. 4 PATCH ALL FISHES TO WATCH EXISTING. INCLUDING BUT NO LONm TO GYPSUM Elm, PLASTER ACOISM SYSTEM!, WOOD TRW COVETS BASE. PANELS, RATS AND WAINSWT. VERIFY MATCH OF NEW FINISH YATEWNS TO EXISTING IN COLOR, TEXTURE. PRdDE OTHER MATERIALS TO MATCH D351IG MEN REOUIED. TO BE APPROVED BY OWNER S. PATCH EXISTING WALLS GYPSUM DRYWALL OR PLASTER TO WTCH EXISTING OF SUFFICIENT TICIOM TO MANTAIN UNIFORM MALL TIC B. MERE APPLICABLE LEVEL AL EXISTING FLOORS AS REOURR D TO RECEIVE NEW FLOOR FOSIES PlWL REQUIRED TRANSITION PETZS BETWEEN VARIOUS FLOOR EISHES 9RtA13Lf FOR CODRWS AID ACCEPTABLE TO THE OWiER. MATCH EmM WHEREVER POSSRE.. 7. THE REYWAL/IGDIIGIGN OF THE WALLS MUST BE PERFORMED CAREFULLY TO ENSUE EXISTING PUUBGG VENTS AND SANITARY SOUS WILL NOT BE DAMAGED NG/01? MODIFIED IN NY YNIER B IF A PLUI®OKGAENT SUCK 6 TO E CIYCFMFD WITHIN A WALL THE GUM CaVIRCTOB NEEDS TO ASCERON THAT ENE THE PLUMBING STACK 6 COVERED WITHIN ANY ARCHITECTURAL FRESH, COON ELEMENT OR WALL SECTION. THAT ITS INTEGRITY IS NOT COMPROMISED' INCLUDES THE FINWED ED SEALANTS A A THE WALL D SUBS THAT SEPARATE THIS APARRENIS ENCLOSURE FROM 07HER SPAM 9. TIIE SMOKE DETECTORS AS WELL AS FIE NARY SYSTEM SPEAKERS AND ASSOCIATED WRING SHOED E PROTECTED FROM OAT. PAINT OR ANY TYPE OF WAGE MOM CONSTRUCTION- 10. ANY GPEDNG. PENETRATION, AND/GR IIQU6IGIION TO DOSTIG STRUCTURAL OOYP00T6, IICLU®W' BUT NOT LUTEO m WENS. SLABS. CODUDSA 964U6. ETC. IS FORDEM WITHOUT PRO APPROVAL BY THE BUAIHIG'S ASSOCIATION. 11. AY FIE SFWO01R SYS" WON WOAD E PERFORMED BY THE AMOK$ FIE SPRNK ER COMPACTOR THAT ! RESPONSIBLE FOR MAINTAINING AND PRE ARM THE FIE SPRN)W SYSTEM ON A BUI DJG-WIDE BASIS PERMIT AND APPLICABLE RESOLUTIONS • APPLICANT WILL COMPLr WITH ALL ORDINANCES OF THE MIAIL-0pDE CASTELLANOS RESIDENCE antu TO AND OILY BUILDING G CODE PRIOR SAROCONSTRUCTION.NCONSTRUCTION. A ADDITION ES Off EaIAmTS a THIS PERMIT,PERMIT,THEE WAY BE ADOIa41L ERESTRICTIONSATN>CICABLE TO1THIS PROPERTY THAT MArBE R INTERIOR MODIFICATION FOUND IN THE PUBLIC RECORDS OF NIMI-6AOE COUNTY. INTERIOR FD umm NOTE • INTERIM WAIL. CEILING, FLOOR omm"WS AND THIN SHALL COMPLY WITH EHC CHAPTER B • THE CIASWFSAIIAN OF THE INTERIOR WALL AND CEILING FIX15 H MATERIALS IS CLASS I' FTAMIE SAD ODES 7B-M 9WIE-OEVELDPFD INDEX 0-450. INTERIOR FLOOR FOUS1 AND FLOW COVERING MOMS WALL NOT BE LESS THAT CLASS 0 I[= WATTS/OPOR GREATER AS PER NFPA 253. • CURTWS, DRAPERMS, THIEVING AND one OECOR RVE MATERIALS SUSPENDED FROM WALLS AND CEILIFGS SMALL MEET THE BALE PROPAGATION PERFORMANCE CRITERIA OF NSFA 701 IN ACCORDANCE OF SECTION 8W2 OR BE NONCOMBUSTIBLE GLAZING NOTE GIAII/G IN FIXED OR OPEINI E PAN! AMACENF m OR WTIM 43' FROM EDGE OF DOOR 6 WHERE BOTTOM EDGE OF GIAZING 6 LEE DW 60' ABOVE FLOOR SHALL BE SFE7Y MASS CA I IF LUTE S LEE 9 SO, FF. IF GLAZING 6 MORE THAN 9 SO. FT. GLASS (AT I WALL BE PROVIDED LEVEL NOTE • YAx 4" DIFFERENCE ON LEVEL AT ANY FLOOR LEVEL :EILDNG AND SOFFIT HEIGHT NOTE NEW CEDING AND SOFFIT KEMTS ON OCOIPABIE SPACES, HAWAI E SPACES AND C 91ALL E 7'-6• MIA AND BATHROOMS, TOET RODS, WTOffNS. STWAGE ROOMS AND W➢DRY ROOMS WALL HAVE A CEILING HMO OF Na LESS THAN 7' Mtt AQUAE FLASH FLOOR IN COIPUANCE WITH NC. 1205.2 SHOWER NOTES • BMW AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WDH INSTALLED 900 HEWS AND IN 9MWER COMPARTENS SHALL BE FN19ED WITH A M Nf SU6ACE SUCH WALL SURFACES WU EXTEND TO HMO OF NOT LESS TIMN 6 FEET (1829 Mal ABOVE THE RDOR TO COMPLY WITH FBC 2014 R 3072 • FSER-CE EDT. FaIER-MAT RB/ffORCm DEI@WTW15 BACKER LNS, MASS MAT GYPSUM BACKES OR FBD:R-RF➢EDPOD GYPSUM BRIERS IN CFIWITH ASHY C 1289. C 13M C 1178 OR C I2•B, RESPECRYFLY. AND MWAUID IN ACCORDANCE WM MANUFXTU.RFS RECOBBWMiWS SHALL BE USED AS BM7mS FOR WALL TIE IN LOT AND SIGWER AREAS AND WALL PANELS IN 900 AEAS TO COOLY WHIT FBC 2014 R 70-4.2 PWOPDE TYPEED SAFETY am aASS O FOR 90B FDra0PU0 22' MIN. CLEARANCE FOR 90WFR ACCESS (32 NO K FOR FHA AS PER FRCP 417.41) FINAL CLEANING FLOOFM A CLEAN SUBSTRATE. FILL CRACKS HOLES, AID DEPRESSIONS. AND LEVEL FLOOR WITHIN I/8• IN 10 FELT BUM THE LAYING OF THE WIND FLOORING B IN AREAS *ON THE FLOORS WILL BE FINISHED BY OTET6. K COIIACTIR IS TO BROOM CLEAN THE FLOOR ONE DAY B6OE W DSTAWION OF F7091 FLOORING. C. GENERAL CO/TRICTOR SHALL REMWE FROM SITE ALL DEBRIS LEFT BY 96caIOWTORS PRIOR TO TEMANFS OCCUPANCY onmE A RIUM CREASE MASK. ADHESIVE. DST, ON STAINS, FRrGERPRI'R5, LABELS, AND INTER FOREIGN MATERIALS FROM 1W SITE, AND FROM ANY OTHER EXPOSED FINSIED INTERIOR OR EXTERIOR SUMAES. B. WASH GLASS. AND MOORS AS PER MANLIFACTLOWS SPEOS C. POLISH GLOSSY SURFACES. D. CLEAT PERVANENR fIlTERS, AND REPLACE FILTERS IN VENt ARNG SYSIER6, IF UNITS ARE GPEFU ED DURING LOSNUCIWL aUN WCTS 3101103M AND COBS. IF UNITS OPERATED WITHOUT FLTOS WING OOSIWCIWL E. PRIOR TO OWNER O C PALM. CO TFXTOt WALL INSPECT THE SIR. AND MUSED INTERIOR AND EXTERIOR SLOFACES, TO VERIFY THAT THE ENTIRE WORK 6 CLEAN AND SATISFACTORY TO THE ARCHITECT. BUILDING DATA TWO N 11-2138-000-0310 ADDRESS 77 ME LOB ST UAO SHORES FL 3313E LEGAL oesawrION OUN IGS MIAMI SHORES EXF NO 2 PO 41-78 LOT 15 ELK 207 LOT SIZE75000 X 123 OP 201131-2320 Tt 20M 4 YEAR SUIT 1939 FLOORS TYPE OF COSIRULTWI 19-B SRDCRRE (OWING) CONCRETE GOO( WALLS WOODEN ROOF AREAS EXISTING LIVING AREA 1.597 SO. FT. AREA OF MEW( Igo S0. FT. CODE REFERENCES FLORTA BODING CODE tun. BIN EDITION POSTING) FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE 2014 SCOPE OF WORK INTERIOR REMODELING • NEW M*-S UT UNIT • NEW BATODOI N DEW DEN • NEW TANIOISS RIMER HEAiFII • NEW E ECRIC& PANEL • NEW WINDOW N DEN • RO ME AND EFFACE SD[ DOOR • LEVEL OF ALTERATION 1 OCCUPANCY CLASSIFICATION AS PER FM CHAPTER 31U THE OCCUPANCY C ASSOMAIWI S R-3 • RESIDENRAL OCCUPANCIES NEE THE OCCUPANTS ARE PROALAY PMW" IN NATURE AND NOT CLASSIFIED AS MROP R-1, R-2, R-4 OR I. • WIIDCLS THAT DO NOT CONTAIN EWE THAN TWO OMTLOG UNITS 77 NE 106 ST. MIAMI SHORES, FL 33138 1 I LOCATION NAP (I 1 NM v 2 KEY PLAN M CA Lk. NM 32310 !il 2125 B--0430C ELVD. SURE 20D ® IM1W,fk V137 1788.7730 I NI: 964 8BOAM 9.VIoR°tis';�PYmP EDGAR 01"OZ, P.E. FLLIC. NO. 501051 CONSULTING F90 SHERMAN STREET UNIT A3 HOLLYTMo00, FL 33020 1111E LOCATION MAP, u e TILE THIN SET (SETTNG 8E0) ION. )r CE3IEIJTTIDLIS PANEL AS BACKNIG WARD AS PER FBCB M2 I �CONCRETE MORTAR 1 EXISTING FLOOR PLAN SCALE 1/4'=1'-0' v OR SODAR COMER SEEP ER SECTION OF DRNN UST TO HEIGHT OF TILE /IDCIGINC RNG OF GRAIN (BOLTS TO HOLD DOWN LINER) —SHOWER PAN LINER N EXISTING GRAN PIPE PLUMBING PLANS Date DEMOLITION KEY NOTES CSIDE ODOR TO BE REMOMED WNDXDW To BE REMOVED E,ECTRICAL METER 'O REYAN E%511NG ELECTRICAL PANELS TO BE REMOVED 5 4FYOh EnSNNG GAPAGE �R 1 EXISTING CU-1 a PLUMBING PLUMBING PLANS EXISTING W000 DECK Approved Date —.— Disapproved Date T1PEAL SEALANT CONTINUOUS. 3' METAL RUNNER 25 GA GALV STEEL, 2*HXH RETURN 1 ROW OF LATERAL BRACING WITHER 12" OF SE1P RUNNER. USE %" 20 IOE GA FLAT STRAPPING EACH SDE. ATTACH WALLBOARD TO STEEL STUDS AND FLOOR AND CE7LAIG RUNNERS WITH I' LONG TYPE S SELF TAPPING STEEL SCREWS O 8' O.C. ALONG EDGES OF BOARD AND 12' O.C. IN THE FIELD OF THE BOARD. NOTE: JOINT TAPE & COMPOUND-NNTL, DRY 02 PREWDOD "IT COMP_, APPLIED N Too COA75 TO JOBRS AND SCREW HEADS. PAPER TAPE, 2' WIDE ENSEDED N FIRST LAYER OF COMPOUND OVER All JONTS. PR131E & PANT WITH HIGH GLOSS W0.9NBIE EPDXY AS SPECIEIED J- THICK GYPSUM WBOARD (% ,EVENT WARD N WET AREAS BY MANUFACTURER IR 1$' GNSUN Y06NS 3-%" METAL STUDS 25 GAUGE. tEAANT 811 0150E 125 FLANGE, 014' LEGS, 4- a) RETURN 016'0.C. POWDER ACTUATED FASTENERS AT 24b.C.SHOT 22 CAUSER 6-W METAL TRACK BROWN SHOT 122C2 FAST. 25 GAUGE, GALV. SPWIOO I' LONG x 144'0 STEEL 1' RICH READ 0.3GYW AS RETURN LEGS MANUFACTURED BY REMINGTON FOSH FOOR TYPICAL SAIAVT I4. CONTRAIOUS NOTE WALL TO BE COMPOUNDED TAPED AND SADED. PARTITION WALL DETAIL 2 PROP,/a•=D OSEFLOOR PLAN rssraE ,• LEGEND EXISTING CONCRETE BLOCK WALL TO REWNN EXISTNG DRYWALL PARTITION TO REMAIN NEW CONCRETE BLOCK WALL NEW DRYWALL PARTITION NOT IN SCOPE O NEW PLUMBNC FIXTURES !O. " SINK O NEW A/C SKTEM $O NEW TANxLESS WATER HEATER NEW ELECTROAL PANE. O NEW WNOQW O NEW DOOR NJ 11 ID G 0 CALW:I-S D23 We 2,28 ��,0 C BLVD. SUITE. 200 0, MIAMI, FL 33137 W 0- 786 773.3090 n M -- — 3oGa?LmUti EDGAR N. • MUNOZ AXv "Date: 14193803 -04'00' EDGAR MUNOZ, P.E. FLLJC. NO. 50051 CONSULTNM, ENGNI OQ LL. W Z Z r°Di O r, W X,2 v W W co U) Gy Luaf �� ZO U) o � o. Q ZQ u QBUILDING COMMENTS 1 NOV 27.2019 WI!4 nn�h. E EXISTING FLOOR PR6iE[T NU—P 19125 S(i4E AS SHOWN orc No A.2 GENERAL ELECTRICAL NOTES 1. THE NATURE OF THIS CONTRACT NVOLYIS REMODELING OF EXISTING FACILITIES. THE ELECTRICAL CONTRACTOR. PRO TO 810. SHA L INSPECT THE EXISTING CONDITIONS AT THE JOB SITE AND ACQUAINT HIMSELF WITH THE CONDITIONS THAT WILL AFFECT HIS WWI(. 2. WORK SMALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC -AL CODE (NEC) 2014, FLORIDA BUDDING CODE 2D17 EDITION, LOCH AND STATE CODES AND STANDARDS. 1 SHALL COMPLY WITH FLORIN FIE PREVENTION CODE 6TH EDITION 4. ALL WLM SIULL BE COPPER (CU) THWN ISULATION, IF ALUMINUM WIRES ARE USED: A TO PREVENT OVEI EATIIG AT CONNECTION POINTS USE OXIDE LKIM NG COMPOUND FOR STRIPPED PORTION OF CONDUCTORS INSIDE CONNECTORS B. A PREVENTIVE MAINTENANCE PUN IS NECESSARY TO ENSURE A RELIABLE SERVICE INCWDNG VISUAL INSPECTIONS NO TESTS FOR SPLITS AND CONNECTOR POINTS. (COMMON AND TCHTNSS PRNCPALY). WSPECIpN NIERVAS OF 2 YEARS MAXIMUM ME STRONGLY RECOMMENDED. 4. ALL NEW CIRCUIT BREAKERS SHALL BE RATED AT MINIMUM OF 10MO AC. 5. PRIOR TO INSTALLATION OF ROLM ELECTRIC( WNIG, CHECK NAMEPLATE DATA OF ALL EQUIPMENT FOR REQUITED VOLTAGES, MINIMUM CIRCUIT AMPACTY, AND GVEACIRENT PROTECTION. & All. BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 7. ALL NEW CONDUCTORS SHALL BE RUN N CONDUIT (METALLIC TYPE) UNLESS THAT KONMETNUC SHEATHED CABLE CAN BE USED IN ON LOCATIONS AS PER KEC 336-6. B IF PVC CONDUITS ARE USED FOR UNDERGROUND FEEDERS. A GROUNDING CONDUCTOR SM IN ACWRDANCE WITH NEC. 250-12.2 MUST BE INSTALLED Aim CO GO SUE MDOSED AS REQUIRED. 9. TYPEWRITING PANEL TALLY 91ALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL CHANGES AND ADDITIONS FOR NEW CIRCUITS. 10. RISERS ARE OAGMAIMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. ELECTRICAL CONTRACTOR TO FIB THE BEST POSSIBLE ROUTE FOR ALL CIRCUITS 11. THIS DRAWING S A GUILE FOR THE INSTALLATION OF ELECTRIC L SERVICE THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 12 ALL NEW OUTLETS N ROOMS TO BE PROTECTED BY AFCI BREAKERS. 13. ALL ELECTRICAL UGMING FIXTURES & RECEPTACLES ARE DOSTNG TO RUM UNLESS OTHERWISE SPECIFIED. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCNECT/OWNER TO FIELD VERIFY INSTALLATION FOR OVIIETS AND LIGHTING FIXTURES. 15. BEFORE INSTALLING FLOOR QUIETS CONTRACTOR SHAL CODRDINATE EXACT LOCATION OF RECEPTACLES / UMING FIXTURES WITH OWNER ARC FAULT PROTECTION NOTE • ALL NEW, EXTENDED OR MODIFIED CIRCUITS SHALL BE AFC (ARC FAULT CIRCUIT INTERRUPTER) PROTECTION IN ACCORDANCE WITH 2O14 EDITION OF THE N.E.C. 210.12b SMOKE DETECTORS NOTE • ALL SMOKE DETECTORS SHALL DE 120 WITH BATTER' BACKUP. HARDWIRED AND INTERCONNECTED AND LOCATED W- MN FROM ANY A/C SUPPLY. V.P. FIXTURES NOTE • VAPOR PROOF MARES SAULL COMPLY WITH N.E.C. 410-4 (a) AND STALL BE MATED ENABLE FOR DAP LOOUIONS. NOTES • ALL NEW OUTLETS SHALL BE TAMPER REMANCE DEVICES AS PER NEC 2014 405.12 • A MINIMUM OF 75% OF THE LAMPS IN PERWNENRY INSTATED LIG TNG FIXTURES SHELL BE HIGH - EFFICIENCY LAPS OR A IGNUM OF 75X INSTALLED LOW FXURES SAL CONTAIN ONLY HIGH - EFFICIENCY LAPS TO COMPLY WITH FBC R404.1 LIGHT MARES FOR CLOTH CLOSETS TO COMPLY WITH NEC 410.16 CODE REFERENCE NOTE • HEED 2014 IN EFFECT. FLORIDA B ILIDIC CODE 2017. 6TH EDITION N EFFECT • FLORIDA FIRE PREVDMODN CODE 6TH EDITOR IN EFFECT ELECTRICAL DEMOLITION NOTES 1. WTHN THE AREA IDENTIFIED. WILESS SPECIFICALLY NOTED MWRMSE, CONDUCTOR SHALL DISCONNECT MID REMOVE ALL EXISM UNUSED ELECTRICAL EQUIPMENT INCLUDING BUT NOT LOOTED TO LIGHTING MURES. WMM DEVICES, PANELBOARDS, MOTOR CONNECTIONS AID ASSOOAIED CONTROLS, ETC. REMOVE ALL UNUSED WILING COMPLETELY INCLUDING CONOUD AND CONDUCTORS BACK TO POWER SOURCE DR NEXT ACTIVE OUTIET. WHERE CO DUR IS KACCESSIBIJE, REMOVE CONDUCTORS AND CUT BALL CONDO FLU91 WRIT SUB OR WALL PATCH OPENING TO MATCH DWW FINISH. WHERE EXISTING WIIIG EXTENDS OUTSIDE OF THE AREA BY NATURE OF THE ORDINAL INSTALLATION. CONTRACTOR SHALL MODIFY DDSTING WRING AS REQUIRED TO MAINTAIN CONINUDY O OWING CIRCUITRY SUCH THAT NO EQUIPMENT TO REMAIN IS LEFT WTIHOUT SERVICE. 2 SALVAGED MATERIALS, EQUIPMENT. AND LICK MIXTURES SHALL RE DELIVERED TO THE OWNER AT HIS PROPERTY AND STORED WITHIN THE BUILDING WHERE DIRECTED. ANY RDTOVED MATERIALS OR EQNPMENT WHCH THE OWNER DOS NOT WISH TO KEEP SHALL BE DISPOSED OF BY THE CONTRACTOR WITHOUT ADDDIONA COST TO THE OWNER 3. THE CONTRACTOR STALL VISIT THE SITE AND EXAMINE THE EOSSING CONDITIONS PRIOR TO COIOIDN(7NG WORK AND SHALL NOTIFY THE ARCff T MID/OR ENGINEER IF A CONDITION EXITS W1,DCi PREVENTS HIM FROM ACCOMPLISHING THE WORK NOICATED AND INTENDED BY THESE DRAWINGS. 4. PRIOR TO BED. THE EXTENT AND UNDERSTANDING OF THE WORK TO RE PERFORMED STALL BE CLFARLT ESTABLISHED SUCH THAT NO ADDITIONAL COSTS WILL BE INCURRED BY THE OWNER. ANY WORK OTHER THAN AS DESCRIBED ON MY TEN OR SYSTEMS SMALL BE QUALIFIED WITH THE BB. THESE OUWINGS REOUNED TO PROVIDE AND INSTALL 5. PRIOR TO COOENCING WORK CONTRACTOR SHALL DISCONNECT POWER N THE DENOLITON AREA INCLUDING POWER FOR THE LOW -VOLTAGE SYSTEMS SUCH AS FIRE ALARM, CONTROL WRING, ETC. 6. CONTRACTOR SHALL EXORCISE EXTREME CAUTION DURING DEMOLITION WORK EXISTING FEEDERS AND PANELS ARE SHOWN SCHEMATIC FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL VERIFY INFIELD EXISTING OF ALEXISTING FEEDERS PRIOR TO DEMOLITION. 7. CONTRACTOR SHALL PROVIDE TEMPORARY POWER WHERE REQUIRED DURING DELIOUTION AND CONSTRUCTION SCOPE O WORK B. THE ELECTRICAL COMPACTOR SHALL BE RE"S U TO COORDINATE THE SEANCE INTERRUPTIONS WITH THE OWNER MID GENERAL COMPACTOR IC RATED NOTE RECESSED UAUNARDS INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL HE STALED TO LOUT AIR LEAKAGE BETWEEN CONDIMED AND UNCOIDNONED SPACES. ALL RECESSED LUMINARIES SHALL BE IC -RATED AND LABEL AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 20 CFM (0.944 L/S) WHEN TESTED N ACCORDANCE WITH ASTM E 283 AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIA.. ALL RE ESSED LUMINAIRES SHALL BE SEALID WITH A GASKET OR CAULK BETWEEN THE HOUSED AND INTERIOR WALL OR CEILING COVERING. ELECTRICAL LEGEND SYMBOL 13ESCRFMCN DUPLEX RECEPTACLE 49 SINGLE RECEPTACLE W RECEPTACLE ® SPECIAL RECEPTACLE ELECTRICAL LOCCEMER ® SMOE DETECTOR IS CARBON MOCODDE DETECTOR SWITCH 3 THREE WAY ETCH ` 0 GOMM SWITCH p4� ROV DECORATOR LOW VOLTAGE MOMENTARY OVERRIDE SWITCH. $ITS DUAL TECHNOLOGY WALL SMTCl/OCCUPANCY SENSOR WATT STOPPER 0 JUNCTION BOX N (BOLD) DENOTES NEW E (LIGHT) DENOTES EXISTING RL RELOCATED DATA CABLE TV Q FOE ALARM SPEAKER Q FIE ALARM >� CONTROLLED RECEPTACLE CLOCK RECEPTACLE EXHAUST FAIL ABBREVIATIONS AIR HANDLER UNIT AKU AMPERES AMP AMPERES MATE IUPDNG CAPACITY AC AMEICAN VIE GAUGE AN CONDUIT C CEIDiG CLG CIRCUIT CKT COPPER CU OSCDNhTCT(IG) DISC DRMCMG(S) DOG EACH EA EXHAUST FAN EF MOMENT EQUIP ELECTRIC WATER HEATER EWH EXISTING DUST FULL LOAD AMPERES M FLUORESCENT GROUND FAULT CIRCUIT METE WATER FLUOR ISO GROUND FAULT PROTECTION GFP GROUND GVD HIGH VOLTAGE HV INCANDESCENT INC JUICTON BOX JB IO.O-VOLTS w KID -VOLTS -AMPERES WA KILO -WATTS w KID -WATT-HOURS k" LIGHTING LTG MAN CIRCUIT BREAKER 1IO8 MONIED MID NATIONAL ELECTRIC( CODE NEC OVERHEAD ON PANE PN PULL STATION ME PSI POLYVINYL CHLORIDE PVC RECEPTACLE RED RXDD GALVANIZED SEEM RGS TELEPHONE TEL TYPICAL TYP UNDERGROUND UG UNLESS OTHERWISE NOTED LON VOLTS V VOLT-AMPERES VA VAPOR PROOF VP WATTS W WEATHER PROOF WP TRANSFORMER XFMR ELECTRICAL SCOPE OF WORK 1. NEW TANXIESS WATER HEATER 2 NEW MR SPUN SYSTEM 1 NEW LGHING AS SHOWN 4. NEW OUTLET RECEPTACLES AS PER NEW LAYOUT 5. ROM DUST. ELECTRICAL PANELS AND INSTALL NEW ONE AT NEW LOCATION. A-1/3 EX61 ELECT E METER h WP '-, I L�'8` 2 \ 3" C' A WX 1 Eq Le2e l� 1uK / I EXISTING OVERHANG FEEDERS Q TO REM7MN 3 B3/0. 1/6C THWN AN EX Sr AND 2 CORD. REM EXISTING FEEDERS TO REMAIN OUTSIDE NEW DEN CONTRACTOR TO VERIFY r______..__ ______________. MINIMUM OF 313/0, THAN IN 1 2' COND, 2 A i EXIST. EXIT ELECT M DISC E745T. 167 1 PNL �A' METER AND DISC. 8 0 � •A• 20CA (124. N_1 I A H N-3R N-3R I I EXIST. GNO. - ELECTRICAL PANELS FEEDERS TO BE DYED ROOF _ FAMILY ROOMT _� _ SIBPHL N-1 EXIST. CU-1 9 7 CLC41 RIVAL W LVYR rLfWR I SCALE 1/4•=1•-0' NEW LOADCENTER "A" 1ED/240/1/50 NEAA I 10,DOO AC 3 WIRE KVA TRIPP POLE CON DUIT WIRE DESCRIPTION CKT I CKT DESCRIPTION WARE CON DUTT TRIP PW WA 12.0 50/2 1-Yi 6 TANB.ESS WATER HEATER X RANGE 6 1 50/20 412.0 3 X 4 4.80 40/2 1 8 AHU-1 5 XI 1 6 1DRYER 10 3/4 30/� 7 1x1 e 1.50 20/1 1/2 12 "WASHER 9 X • BATHROOM 1 GR 12 1/2 2 / 1. 1.50 20/1 1/Z 12 • WSTER BATH OF 11 X• MASTER BEDROOM LTG & RECCEPT. 12 1/2 20/• • - 20/1 1/2 12 EXTERIOR LIGHTS 13 X • BEDROOM 1 LTG & RECEPT. 12 1/2 / - 20/1 1/2 12 • MASTER MAIN LIGHTING 15 X• DEN LTG & RECEPT. 12 1/2 20/1 - OE7 20/i 1/2 12 •REFRIGERATOR 17 X [22 • SMALL APPLIANCES CKT 2 12 1/2 *^ 100 - 20/1 1/2 12 • LIVING ROOM LIGHTING & RED. 19 X•IDTCHEN LIGHTING 12 1/2 / - 1.20 20/1 1/2 12 -DISHWASHER 21 X SPAE 20/1- 20/1 1/2 12 EXIEIOR OUTLETS OFI 23 X • FAMILY ROOM LTG. & REC. 12 1/2 • 20/1 SPAS 25 X 26 • GENERAL LIGHTNG & RTC. 12 1/2 5p/1 - 0.56 20/1 1/2 12 -DEPOSAL 27 X 28 SPARE 20/1 20/1 SPARE 29 X 130 SPARE /•I 1.50 20/1 1/2 12 • SMALL APPLIANCES CM 1 31 X 32 YR SPIT SYSTEM( -2) 12 1/2 1 286 20/1 SPARE 33 X 34 3.OX 30/2 3/4 10 CU-1 35 X 36 SPARE 20/1 37 X 38 SPAR: SPACE 39 X 40 SPADE SPACE 41 X 42 SPACE • AFO = ARC FAULT CIRCUIT NIERRU PTER MAN DISC. = 200 AMPS '• ACI & GFO COGNATION NIERRUPIEA BREAKER FEEDER SEE ELECT. RISER �T ELECTRICAL CALCULATIONS I. LOADCANTER 'A" GRADE 1. APARTMENT • 3WATTS/ SF (1,567 S.F. X 3W) - 4.70 KVA 2. 2 SMALL APPLIANCE CKT • 1.5 KVA EA = 3.00 KVA 3. APPLIANCES - 33.13 KVA EXST. GND 4. SUBTOTAL 40.93 KVA fi MIN 5. FIRST 10 KW • 1DOR - 10.00 KVA 6. REMAINDER • 4O& : 30.83 • .40 = 12.33 KVA 7. AHU = 7.66 KVA S. TOTAL 29.99 KVA ELECTRICAL RISER DIAGRAM 20.99 KVA (1000) 2 SCALE PITS a 124.96 AMPS 240 V u C m A Z D N CA LUc No. 32310 W(i 2125 BISCAYNE C BLVD. SUITE. 200 W MIAMI, FL 33137 jW 0: 786.773.3090 m M'. 954M.52013 9 iaN+C�MNLAR1r�a Digitally Signed by 34o6nmNA1f a EDGAR NRsms, %MUNOZ n.,a �'' Date: 39"PJJA� VAS Md� 2020.07.01 23:33:15 -04'00' EDGAR MUIiOZ, P.E. FLOC. NO. 50051 CONSULTING ENGINEER 1490 SHEMEAN STREET UNIT A3 HOLLYWOOD. FL 33020 PI. : 786.773.3090 Oa W W ZZ 00 M O W Xj M � (#) W In LL m a(* Ww cc Z a �3 � s OJ � Q ull � W� � i F Q=i a a No. REnSON / 5wE • IrTLDING COMMENTS Z. . • NOV"; • • •� !UILDING COMMENTS • DUNE 30. 201 • •• •••••• • .....• W • 00400 ••••• •• • • 1 • •••••• • 1• I 0• • ILE ELECTRICAL FLOOR PLAN -ECT NUMBER 19125 RATE OCT. 29. 2019 scAE AS SHOWN oAc No EA GENERAL ELECTRICAL NOTES I THE NATURE OF THIS CONTRACT INVOLVES REMODELING OF EXISTING FACILITIES. THE ELECTRICAL CONTRACTOR, PRIOR TO BD, SHALL INSPECT THE EXISTING CONDITIONS AT THE JOB SITE AND ACOUANT HIMSELF NTH THE CONDITIONS THAT WILL AFFECT KS WORK. 2. WORK SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (N.E.C) 2014. FLORIDA RLID:NG CODE 2017 WON. LOCAL AND STATE CODES AND STANDARDS. 3. SHALL COMPLY 'IITH FLORIDA FIRE PREVENTION CODE 6TH EOMON 4. ALL WRING SHALL BE COPPER (CU) THWN INSULATION. IF ALUMINUM WIRES ARE USED A TO PREVENT OVERHEATING AT CONNECTION POINTS USE OXIDE INHIOPING COMPOUND FOR STRIPPED PORTION OF CONDUCTORS INSDE CONNECTORS, 8 A PREVENTIVE WAINTENANCE PLAN S NECESSARY TO ENSURE A RELIABLE SERVICE INCLUDING VISUAL INSPECTONS AND TES75 FOR SPLICES AND CONNECTION POINTS. (CORRCSGN AND TDHTNESS PRNCPALLY). INSPECTION INTERNALS OF 2 YEARS MAKIMUW ARE STRONGLY RECOMMENDED. 4 ALL NEW CIRCUIT BREAKERS SHALL BE RATED AT MNAIUM OF 10,000 AC 5. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WRING, CHECK NAMEPLATE DATA OF ALL EQUIPMENT FOR REQUIRED VOLTAGES, MIN:MUY CIRCU17 AMPACTY, AND OVERCURRENT PROTECTION. 6 ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED 7 ALL NEW CONDUCTORS SHALL BE RUN IN CONDUIT (WETALLIC TYPE) UNLESS THAT NONMETALLIC SHEATHED CABLE CAN BE USED IN DRY LOCAnDNS AS PER NEC 336-6. B. IF PVC CONDUITS ARE USED FOR UNDERGROUND FEEDERS, A GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250-122 MUST BE INSTALLED AND CONDUIT SIZE INCREASED AS REQUIRED. 9 TYPEWRITING PANEL TALLY SHALL BE FURNISHED AFTER 403 IS COMPLETED REFLECTING ALL CHANGES AND ADDITIONS FOR NEW CIRCUr.S 10 RISERS ARE DIAGRAMMATIC ONLY THEY DO NOT SHOW EVERY BEND REQUIRED FOR 'HE INSTALLATION. ELECTRICAL CONTRACTOR TO FIND THE BEST POSSIBLE ROUTE FOR ALL CIRCUITS. THIS ORAWNG 15 A GLIDE FOR THE INSTAL:ATION OF ELECTRICAL SETNCE. THE ELECTRICAL CONTRACTOR 6 RESPONSIBLE TO PROVIDE A FUNCTIONING SYS7EW. 12 ALL NEW OUTLETS IN ROOMS TO BE PROTECTED BY AFCI BREAKERS, 13. ALL ELECTRICAL LIGHTING FIXTURES & RECEPTACLES ARE EXISTING TO REWAN UNLESS OTHERWISE SPECIFIED 14 ELECTRICAL CONTIMC70R SHALL COORDINATE WITH ARCHITECT/OWNER TO FIELD VEITI INSTALLATION FOR OUTLETS AND LIGHTING FIXTURES 15 BEFORE INSTALLING FLOOR OUTLETS CONTRACTOR SHALL COORDINATE EXACT LOCATION OF RECEPTACLES / LIGHTING nITURES WITH OWNER 1 ARC FAULT PROTECTION NOTE ALL NEW. EXTENDED OR MODIFIED CIRCUITS SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTION IN ACCORDANCE WITH 2O14 E01710N OF THE N.E.0 210.12R SMOKE DETECTORS NOTE • ALL SMOKE DETECTORS SHALL BE 12GV WITH BATTERY BACKUP, HARDNRED AND INTERCONNECTED AND LOCATED 36' MIN FROM ANY A/C SUPPLY. V.P. FDITURES NOTE • VAPOR PROOF FIXTURES SHALL COMPLY WITH N.E.L 410-4 ;c) AND SHALL BE MARKED SUITABLE FOR DAMP LOCATIONS NOTES • ALL NEW OUTLETS SHALL BE TAMPER RESISTANCE DEVICES AS PER NEC 2014 406.12 • A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH - EFFICIENCY LAMPS OR A UNNUY OF 75% INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH - EFFICIENCY lAYPS TO COMPLY WITH FBC R404 1 LIGHT FIXTURES FOR CLOTH CL05E'S TO COMPLY WITH NEC a10 '6 1 CODE REFERENCE NOTE • NEC ZD14 IN EFFEC' • FLORDA BUILDING CODE 2017, 5TH EDITION IN EFFECT • FLORIDA FIRE PREVENTION CODE 6TH EDITION IN EFFECT ELECTRICAL DEMOLITION NOTES ABBREVIATIONS I WITHIN THE AREA IDENTIFIED. UNLESS SPECIFICALLY NOTED OTHERWISE. AIR HANDLER UNIT AHu CONTRACTOR SHALL DSCONNEC7 AND REMOVE ALL EXISTING IAIUSED AMPERES AMP ELECTRICAL EQUIPMENT IN'CLLDING BUT ND1 LIFTED TO LIGHTING AMPERES INTERRUPTING CAPACITY AIC FIXTURES. MIRING DEVICES. PANELBOARDS. MOTOR CONNECTIONS AND AMERICAN MIRE GAUGE AND ASSOCIATED CONTROLS, ETC. REMOVE ALL UNUSED HIRING COMPLETELY CONDUIT C INCLUDING CONDUIT AND CONDUCTORS BACK TO POWER SOURCE OR CEILING CLG NEXT ACTIN OUTLET WHERE CONDUIT IS INACCESSIBLE, REMOVE CIRCUIT CKT CONDUCTORS AND CUT BACK CONDUIT FLUSH WITH SUB OR WALL. COPPER Cu PATCH OPENING TO WATCH LISTING FINISH WHERE EXISTING WIRING DSCONNEC7(ING) DISC EXTENDS OUTSIDE OF THE AREA BY NATURE OF THE ORIGINAL DRAWINGS) DING INSTALLATION. CONTRACTOR SHALL MODIFY EXISTING WRING AS REQUIRED EACH EA TO WMTAA CONTINUITY OF EXISTING CIRCUITRY SUCH THAT NO EXHAUST FAN EF MENT EOUIPTO REMAIN 15 LEFT WITHOUT SERVCE. EQUIPMENT EQUIP EQUIP ELECTRIC WATER HEATER ENT 2 SALVAGED MATERIALS. EQUIPMENT, AND LIGHT FIXTURES SHALL BE EXISTING EXIST OWNER DELIVERED TO THE OWNER AT HIS PROPERLY AND STORED WITHIN 'HE D AMPERES CULL LOAD FLA BUlD'NC WHERE ANY REMOVED MATERIALS OR EQUIPMENT FLUORESCENT FLUORWHICH THE OWNER DOES NOT WISH TO KEEP SHALL BE DISPOSED OF GROUND FAULT GROUT INTERRUPTER CFLI BY THE CONTRACTOR. WITHOUT ADDITIONAL COST TO THE GONETR. GROUND FAULT PROTECTION GFP GROUND GAD 3 THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING HIGH VOLTAGE HV CONDITIONS PRIOR TO COMMENCING WORK AND SHALL NOTIFY THE INCANDESCENT!NC ARCHITECT AUTO/OR ENCANEER IF A CONDITION EXISTS WHICH PREVENTS ON BOX BOx JUNCTION !B HIM FROM ACCOVPLISHNG 'HE WORK INDICATED AND INTENDED BY KILO -VOLTS ITV THESE DRAWINGS KILO -VOLTS -AMPERES WVA KILO -WATTS IN 4 PRIOR TO BID, THE EXTENT AND UNDERSTANDING OF THE WORK TO BE KILO -WAR -HOURS WH PERFORMED SHALL BE CLEARLY ESTABLISHED SUCH THAT NO ADDITIONAL LIGHTING LTG COSTS WALL BE INCURRED BY THE OWNER. ANY WORK, OTHER TWIN AS MAIN CIRCUIT BREAKER VCR DESCRIBED ON ANY ITEM OR SYSTEMS SHALL BE OUALTIIED WITH THE MOUNTED INTO BD THESE DRAWINGS REQUIRED TO PROVIDE AND INSTALL NATIONAL ELECTRICAL CODE NEC OVERHEAD OH 5, PROR TO COMMENCING WORK, CONTRACTOR SHALL DISCONNECT POWER PANEL PNL IN THE DEMOLITION AREA INCLUDING POWER FOR THE LOW -VOLTAGE PULL STATION INSDE PSI SYSTEMS SUCH AS FIRE ALARM, CONTROL WRING, ETC POLYVINYL CHLORIDE PVC RECEPTACLE AEC 6 CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION RIGID GALVANIZED STEEL RCS WORK. EXSTNG FEEDERS AND PANELS ARE SHOWN SCHEMATIC FOR TELEPHONE TEL REFERENCE PURPOSES ONLY CONTRACTOR SHALL VERIFY IN FIELD TYPICAL TYP ROUTING OF ALL EXISTING FEEDERS PROR TO DEMOLTION UNOERGROLNO UG UNLESS OTHERWISE NOTED LION 7. CONTRACTOR SHALL PROVIDE TEMPORARY POWER WHERE REQUIRED VOLTS V DURING DEMOLITION AND CONSTRUCTION SCOPE OF WORK. VOLT-AMPERES VA VAPOR PROOF VP 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WATTS IN THE SERVICE INTERRUPTIONS WITH THE OWNER AND GENERAL WEATHER PROOF NP CONTRACTOR 'RO&ORMER XFMR IC RATED NOTE ELECTRICAL SCOPE OF WORK RECESSED LU IES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO UNIT AR LEAKAGE BETWEEN CONDITIONED AND 1 NEW TANKLESS WATER HEATER UNCONDITIONED SPACES AL: RECESSED WMINARES SHALL BE C-RATED 2 NEW LAN SPLIT SYSTEM AND LABELED AS HIVING AN AR LEAKAGE RATE OF NOT MORE THAN 2 0 Cry (0 9" L/S) WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 3, NEW LIGHTING As SHOWN ELECMCAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE 8 SINGLE RECEPTACLE OR RECEPTACLE ® SPECIAL RECEPTACLE ELECTRICAL LOADCEN7ER ® SMOKE DETECTOR © CARBON MONOXIDE DETECTOR $ S017CH $ 3 THREE WAY SWITCH $D DIYYER SWITCH $ DECORATOR LOW VOLTAGE MOMENTARY OV WEgRIDE SWITCH. $� DUAL TECHNOLOGY WALL SWITCH/OCCUPANCY SENSOR, WATT STOPPER O JuNCT10N rBOX N (GOLD) DENOTES NEW ® E (LIGHT) DENOTES EXISTING RL RELOCATED DATA CABLE TV FIRE ALARM SPEAKER •O FIRE ALARM 4) CONTROLLED RECEPTACLE -0 CLOCK RECEPTACLE AD EXHAUST FAN. 4 NEW pUT_ET RECEPTACLES AS PER NEW LAYOUT5. RELIOVE EXIST ELECTRICAL PANELS AUTO INSTALL KEN ONE AT NEW LDcnn9N LE LT 116INI OVERHANG FEEDERS 70 RERAN `\ 3 03/0. 1JED THWN IN EXIST ELECTRICAL PANELS _ AND FEEDERS TO BE Z-Y! DOING REMOVED ROOF CONTRA FEEDERS TO RERAN OUTSIDE NEW DEN FAMILY ROOMT CONTRACTOR TO VERIFY r_________ ______________� MINIMUM OF 3/3/0. THAN IN 2-h- COND. EXST --- '-- ------ EXIST. ELECT.. M DISC, E)OSf. NEW METER AND DISC J O 8 0 (I 'A' f M A' i $UBPNL I S`)( I 20DA N-1 H________H I N-SR N-3R i N-1 I I N-1 1 E%6T. GKO. IBSi GRADE TT 1 1Q)ST ONG 6' MIN 2 ELECTRICAL RISER DIAGRAM SCALE: NISI 1 1 CLC4 N RENAL E'LYYR E'LAIr i SCALP: 1/4'e1'-0' IT C Jr Ltt_..'Vl7W ME] NEW LOADCENTER "A" 1201 NGRA I 10.000 AIC 3 MORE 4 NEW pUT_ET RECEPTACLES AS PER NEW LAYOUT5. RELIOVE EXIST ELECTRICAL PANELS AUTO INSTALL KEN ONE AT NEW LDcnn9N LE LT 116INI OVERHANG FEEDERS 70 RERAN `\ 3 03/0. 1JED THWN IN EXIST ELECTRICAL PANELS _ AND FEEDERS TO BE Z-Y! DOING REMOVED ROOF CONTRA FEEDERS TO RERAN OUTSIDE NEW DEN FAMILY ROOMT CONTRACTOR TO VERIFY r_________ ______________� MINIMUM OF 3/3/0. THAN IN 2-h- COND. EXST --- '-- ------ EXIST. ELECT.. M DISC, E)OSf. NEW METER AND DISC J O 8 0 (I 'A' f M A' i $UBPNL I S`)( I 20DA N-1 H________H I N-SR N-3R i N-1 I I N-1 1 E%6T. GKO. IBSi GRADE TT 1 1Q)ST ONG 6' MIN 2 ELECTRICAL RISER DIAGRAM SCALE: NISI 1 1 CLC4 N RENAL E'LYYR E'LAIr i SCALP: 1/4'e1'-0' IT C Jr Ltt_..'Vl7W ME] NEW LOADCENTER "A" 1201 NGRA I 10.000 AIC 3 MORE VIVA TRIP POLE CON DEAR WIRE DESCRIPTION CKT CKT DESCRIPTION WIRE CON DEAR TRIP POLE KVA 12.0 50/2 1-h 8 TANKLESS WATER HEATER 3 X X 4 RANGE 6 1 50/2 12.0 4.80 40/2 1 8 AHU-1 1 5 X 6 DRYER 10 3/4 30/2 5.00 7 X 8 150 20/1 1/2 12 ^EASFBR 9 X 10 • BATI(ROOM 1 OF 12 1/2 20/1 1,50 150 20/1 1/2 12 • MASTER BATH GF1 11 X 12 • MASTER BEDROOM LTG & RECEPT. 12 1/2 21/1 - - 20/1 1/2 12 EXTERIOR LIGHTS 13 X 14 • BEDROOM 1 LTG & RECEPT. 12 1/2- - 20/1 1/2 12 • MASTER BATH NG 15 X 16 • DEN LTG & RECEPT. 12 1/2 20/1 - 0.87 20/1 1/2 12 •RE}TBGFIFAIOR 1 17 X 18 • SMALL APPURM S CKT 2 12 1/2 20/1 1.50 - 20/1 1/2 12 • & REC. 19 X 20 •KITCCIEN UGHBIG 12 1/2 20/1 - 1.20 20/1 1/2 12 ••Oi511 !E0 1 21 X 22 SPARE 20/1 - - 20/1 1/2 12 EXIEMOR OURETS GR 23 X 24 • FAMILY ROOM LTG. & REC 12 1/2 20/1 - 20/1 ARE 25 X 1 26 •GWAL UGHTC. 1 1 2 AI_ - 0.56 20/1 1/2 12 -DGPOSAI L2LI 27 X 1 281 SPARE I t 20/1 20/1 SPARE 29 X 30 11 SPINE 20 1g 20 1 1 2 1 • APPLIANCES CKT 1 31 X 32 IeU 1I � ( -2) 20/1 SPARE 33 X 34 3.00 30/2 3/4 10 CU-1 35 X 36fl SPARE /1 37 X 38 1 SP SPACE 39 IX 1 40 1 SPACE SPACE 41 X 42 1 SPACE ' AFCI - ARC FAULT CIRCUIT INTERRUPTER N 0j •• AFCI & GFCI COMBINATION INTERRUPTER BREAKER FEEDER. SEE ELECT RSER 1 ELECTRICAL CALCULATIONS I. LOADCENTER 'A' 1. APARTMENT O 3WATrS/ SF (1.567 S.F. X 3W) 4.70 KVA 2. 2 SMALL APPLIANCE CKT 0 1.5 KVA EA. - 3.00 KVA 3. APPLIANCES = 33.13 KVA 4. SUBTOTAL 40.83 5. FIRST 10 KW 0 100% 10.00 KVA 6. REMAINDER 6 40Z 30.83 • .40 12.33 JKVA KVA 7. AMU = 7.56 KVA 8. TOTAL 29.99 KVA 29.99 KVA (1000) a 124.96 AMPS 240 V '10v o / a O 3 a °a z li e 0 W CA Lc No. 3M10 2125 BISCAYNE C BLVD. SUITE. 200 W MIAMI, FL 33137 0: 186 T13 3090 M: 954.880.52M 'O XNN'.RRTP Digitally signed by EDGAR AV'Date: O TTA 2020.06.03 14:24:09 -04'00' EDGAR MUNOZ, P.E• FLOC. NO. 50051 CONSULTING ENGINEER 1490 SHERIDAN STREET UNIT A3 HOLLYWOOD. FL 33020 Ph-. 788.773.3090 c Q WW zz c fj W M H J V H U) W IL 01 o w W y W wO a ti� o � � WF' g Z A� V 0 a NO ' RLVSKIN / ISSUE 1 BUILDING COMMENTS NOV. 27, 2019 19125 L OCT. 29, 2019 scALE AS SHOWN owc No AIR-CONDITIONING GENERAL NOTES I. THE ABBREVIATION 'AC.' USED HENCEFORTH IN THIS GENERAL AIR CONDITIONING SPECIFICATION SHALL BE CONSTRUED TO MEANI AR CONDITIONING CONTRACTOR 2 THE 'GENERAL CONDITIONS OF THE CONTRACT'. CURRENT EDITION, PUBLISHED IN STANIIARD FROM BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL BE PART OF THIS CONTRACT. 3 ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH OSHA AND ALL STATE AND LOCAL CODES THAT APPLY 4 THE A.C. SHALL CHECK ALL EQUIPMENT FOR CORRECT VOLTAGE RATING BEFORE INSTALLATION 5. THE AC. SHALL TAKE OUT PERMITS. PROCURE CERTIF.CATES. AND PAY ALL FEES ASSOCIATED WTH THE WORK HE SHALL ALSO BE RESPONSIBLE FOR MAKING ALL INSPECTIONS AND TESTS 5 THE DRAWINGS ARE DAGRAMMADC AND ARE (MENDED TO SHOW APPROXIMATE LOCATIONS. THE AC. SHALL NOT SCALE THE DRAWINGS, 7 BIDDERS SHALL VISIT THE STE AND FAL41LMZE THEMSELVES WITH ALL CONDITIONS IM'OLNNG THE WORK B I' SHALL BE THE RESPONSBRITY OF THE AD FOR 'HE ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES RESULTING 'N ANY DOWN OR LAG TIME 9. THE G.C. SHALL FURNISH ALL EQUIPMENT, TABOR, MATERIALS AND SUPER151ON TO INSTALL A COMPLETE AND PROPERLY OPERATING AR-CONDRIONING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN AND/OR NOTED ON THE DRAWINGS. 10 THE AC SHALL FURNISH .0 INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLE NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED AS SHOWN ON THE PLANS 11 THE AC SHALL BE A LICENSED MECHANICAL CONTRACTOR 12 'HE AC. 5 REFERRED TO THE ARCHITECTURAL. FIRE PROTECTION PLANS AND SPECIFICATIONS SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS VERIFY ALL REQUIREMENTS PRIOR TO INSTALLATION 13 'HE AC SHALL EXAMINE THESE SPECIFICATIONS AND THE WHOLE CONTRACT BY SECURING A COMPLETE SET OF DRAWINGS OF ME WHOLE CONTRAC. 14 THE AC SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK WITH THAT OF THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS TO MUTUALL• AVOID CONFLCT 75 THE AC SHALL BE RESPONSBLE FOR vER,F A7QN OF CELINO CONSTRUCTION BEFORE INSTALLING DIFFUSERS. '6 ALL AIR CONDITIONING WORK SHALL NOT INTERFERE WITH CLEARANCES RED UIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD AR DONOITIONINO WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS. SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. 17 THE AC SHAL: VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH BO ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 18 THE AC SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRITING 19 THE AC SHALL TOUCH UP DR REFINISH THE FACTORY FINISH OF EOUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. THE IS RESPON'SBLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, ED, PMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OR WORK, 20 THE AC. SHALL FURNISH AND INSTALL DISCONNECT SWITCHES, WRING AND CONNECTIONS ON AIR-CONDITIONING SYSTEM AS SHOWN ON PLANS MOTOR STARTERS AND CONTROLS ARE TO BE SUPPLIED BY AC CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR CONTROL MIRING SHALL BE PROVDEa BY THE ELECTRICAL CON TRACTOR 2' ALL PENETRATIONS SHALL BE PROPERLY FLASHED AND SEALED BY THE GENERAL CONTRACTOR. 22 NO CONDUITS OR PIPES ARE TO BE RUN IN DUCTWORK 23 THE PROVIDE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO TYPE WRITTEN PANEL SCHEDULES FOR ALL PANELS THE A.C. SHALL COORDINATE WITH THE ELECTRCAL CONTRACTOR IN ORDER THAT THE SAME NOMENCLATURE IS USED AS PROVIDED ON THE A/C PLANS 24 ALL MATERIALS SHAL BE NEW. OF AMERICAN MANUFACTURE. AND IN COMPLIANCE MATH UNDERWRITERS '.ABORATORIES OR OTHER RECOGNIZED TESTING AGENCY, UNLESS SPECIFIED OTHERWSE 25, THE AC. SHALL BE RESPONSIBLE FOR ANY DAMAGE TO MECHANICAL EQUIPMENT DUE TO REMOVAL OR INSTALLATION OF ANY WORK 26. ALL STRUCTURAL CUTTING AND PATCHING SHALL BE DONE BY THE GENERA CONTRACTOR. CLEAN-UP NOTES I. CLEAN UP OF SITE UPON COMPLETION OF THE PROPOSED WORK, THE PERMIT HOLDER SHALL LEAVE THE SITE CLEARED OF RI1H&SH, DEBRIS. CONSTRUCTION SHEDS OR MATERIALS OF CONSTRUCTION. IN THE EVENT THERE HAS BEEN DAMAGE TO PUBLIC PROPERTY OR THAT RUBBISH. DEBRIS, CONSTRUCTION SHEDS OR MATERIALS OF CONSTRUCTION HAVE BEEN LEFT AT THE SITE. THEN THE BULGING OFFICIAL SHALL REFUSE TO MARE FINAL INSPECTION AND SHALL NOTIFY THE PERMIT HOLDER TO CORRECT THE CONDITION OF VIOLATION WITHIN FIVE DAYS, FOR FAILURE TO COMPLY WITH SUCH NOTICE AFTER SUCH PERIOD OF FIVE DAYS, THE PERMIT HOLDER S SUBJECT TO THE PENALTIES SPECIFIC BY THE DAOE COUNTY CODE, AND THE BUILDING OFFICIAL SHALL HAVE THE CLEAN-UP WORK DONE AND PUBLIC PROPERTY RESTORED AND SHALL NOTIFY THE LEGAL AUTHORITIES. WHO SHALL INSTITUTE THE NECESSARY ACTION TO HAVE THE COSTS PLACED AS A LIEN AGAINST THE PROPERTY IN RELATION TO WHICH THE PERMIT WAS ISSUED 2 THE AC SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES. AND SAID AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 3 AT THE COMPLETION OF THE WORD, THE AC SHALL REMOVE AL'. RUBBISH CAUSED BY HIS WORK, AND SHALL THOROUGHLY CLEAN ALL FIRE PROTECTION EQUIPMENT GUARANTEE I ALL WORK. MATERIAL ETC. SHALL BE FULLY GUARANTEED FOR (I) YEAR BY THE AC. CONTRACTOR THE YEAR PE UCO SHALL COMMENCE AFTER FINAL APPROVAL BY THE ARCHITECT/ENGINEER 2. THE AC SHALL FURNISH A WRTTEN GUARANTEE COVERING A ONE IT) YEAR PERIOD FOR ALL EQUIPMENT AND AN ADDITIONAL FOUR (4) YEAR PEROO NOR THE COMPRESSORS DUCTINORN NOTES 1, WHEN THERE 5 AN AIR CONDITIONED SPACE ABOVE UNIT, ALL WIN TRUNK DUCTWORK SHALL BE RIGID PIRERGASS I' THICK (R-4 2) 2 WHEN THERE S NOT AN AR CONDITIONED SPACE ARM UNIT, ALL VAIN TRUNK DUCTWORK SHALL BE RIGID FIBERGLASS 1 5- TICK ;R-B 0) 3 CA MANE UP DUCTWORK NO INSULATION 4. ALL DUCTWORK JOINTS SHALL BE SEALED WITH A UL LISTED SEALANT. 5 AR 'JLSTRiBUTION SYSTEM CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE STATE OF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. THE CONTRACTOR SHALL PROVDE A COPY OF TH5 SECTION AT THE JOB SITE 6 ALL 90 DEGREE ELBOWS SHALL BE EQUIPPED WITH TURNING VANES. 7 SPUTTERS AND VOLUME DAMPERS SHALL BE INSTALLED WHERE SHOWN ON PLANS. AM • COPMMONM OCHEMLE MARK FGU-2 IMUI!SPLfij SERVES DEN MANUFACTURER TENADIE -_ COOLING sENS®LE 10.71.3 BTUH TOTAL 12000 CAPACITY RANGE 5.000-20 NO o TOTAL FXT STAT. PR. 07 NOMINAL TONS 10 SEER 19 REFRIGERANT TYPE R41pA MODEL DFwl2BE19P TOTAL CFM 145.399 OUTSIDE AR CFM FAN MOTOR HP I FLA 0.76 MOUNTING HORVONTAL SIZE H X W X D 11 YB X 31-7116 X9-IIB OPERATING WEIGHT LHS 22 ELECTRICAL SERVICE 27&73111160 MCA MOCP 3,15 AV STRIP HEAT 211 BTNI HEATING 12.000 HEAT KIT VOOEL 9 HTR AM 917 MODEL DHP129C19P ELECTRICAL SERVICE 2I&23&11S0 SIZE H AIN XD 4141A2K77.13WX13 MOTOR FP FLA ,045 FAN RLA 05 MLA, ACCP t51 i5 THERMOSTAT YES SERVICE SWITCH YES FRESTAT NO NTERLOCK VHTH FAN NO SPECIAL FEATURE - INSULATE SUCTION LINE NO USE ELECTRONIC LEGEND OP REFRIGERANT LINE m CONDENSATE 11NE ROUND DUCT Q ROUND DUCT UP c ROUND DUCT DOWN SUPPLY AIR 019USER F� LJ K.r. RETURN AR GRILLE EXHAUST AIR GRILLE Oi THERMOSTAT U.D. --%-) UNDERCUT DOOR HVAC DESIGN MUEREMENTS YES NO DUCT SMOKE DETECTOR X FIRE DAMPER (S) % SMOKE DAMPERS % FIRE RATED ENCLOSURE % PRE RATED RGOf/FLOOR CELIAC ASSEMBLY % FIRE STOPPING % SMOKE CONTROL X MECHANICAL SCOPE OF WORK NEW MINI SPLIT SYSTEM 2 NEW ENHALST FAN 1 ABBREVIATIONS ABOVE FINISHED CEIUNG ARM FINSHED FLOOR ABOVE FINISHED GRADE AIR HANDLER UNIT BELOW FINISHED CEILING BELOW FINISHED GRADE CEILING CENTERLINE CONDENSATE DRAIN CONDENSING UNIT CUBL FEE' PER MUTE DRAWINGS) EACH EXHAUST FAN EOUPWENT EXHAUST EXISTING FAN COIL UNT FIRE ALARM HE GH HORSEPOWER HEATINC/VENDLATING/AR CONDITIONER MANUFACTURER MIN'MUY YISCELUNEOUS MOTOR MOUNTED MOUNTING POLYVINYL CHLORIDE REFRIGERANT LINE ROOF TOP PACKAGE TYPCAL UNLESS OTHERWISE NOTED AFL AFF AFG ANU BID BFG OLD CL CD CU CFM DWG FA EF EQUIP EX,, EX ICU FA HOT HP HVAC MFR MN MISC MTR III WIG 'NO REF m CONDENSER LINO POWER SUPPLY )I 3/12 IN 3/4' FLEX GONG. � '' LOW PRESSURE RHEOSTAT MAIN DISC. 7T'INl M 'f "rI/^'1I ACCESS VALV MANUAL vALv 1 SUCT. UNE ACCESS VALV HIGH PRESSURE RHEOSTAT UO. U DRYER FILTER POWER SUPPLY 2#14 IN 1/2- CONDUIT NEW 9E'0 PC CD LINE DOWN MEN TO END 12' MINIMUM FROM CU-2 NEW _ BUILDING AS PER PRO R 3185 C FCU-2 12.000 31- MECHANICAL REV APPROV FCU WALL MOUNTED HE I II lf 3//4' PVC 1p- CbNOENSING LINE TRAP 2 MINI SPLIT INSTALLATION DETAIL N.TS 1 I MECHANICAL FLOOR PLAN SOME 1/4"I-V-0' v L_DATE G I b ti BPAOQT ANCHORS SHRL BE ONSIAUED 01 FULLY GROUPED CUB WIN B TO 10 SUMP CONCRETE OR CONCRETE BEAM. I= j' WEDGE ANCIM BOLTS WITH Y names NIL (rrj -y Fp -11501r or-TD REINFORCED) AREA OF IHIW71'RG (NOT. PANEL (MOD A RIGERANT POPE JmR REfAIHRAVT POTS (FLARED) r 'GAS REFRIGERANT PIPE JMNT REfRGUM PPE (HA®) WALL STEEL CONS BRACW NIA %1"IIJD4 BY REMORSFAL M0R6ACTURER CU. II, 7 BOLT DOWN TO -y SmUCTUM S1PPM. ROTORRENEWIWATE SPMnIG S WIIX E1111O'I�f SUPPLIER 3 (CONDENSING UNIT MOUNTING DETAIL N.T.S u C W M 0 WliCA-5 212581SNCA-YN,0E C BLVD. SUITE. 200 0, MIAMI, FL 33137 0: 78B.773.3090 M: 954.880 5206 T7 Im.@udar4Y.— V19MGOIMy signed by EDGAR •IMUNOZ Date: �4Fss� 2020.06.03 14:2437 -04'OU EDGAR MUAOZ, P.E. FLOC. NO. 50051 CONSULTING ENGINEER 1490 SHERIDAN STREET LROT A3 HOLLYWOOD, FL SM20 19 1- OQ W W Z Z — O W cl) Q I-- LL V y to to IL O w cH Wit 00 z W �g �U) OJ Q WF' � 4z Z Q r, o NO IKLyyO.v /ISSUE Q BUILDING COMMENTS NOV 27. 2019 20 TILE MECHANICAL FLOOR PLAN & NOTES 2 PRWECT NLMB£R IS 19125 GATE 4 OCT. 29, 2019 SOLE AS SHOWN i DWG n0 o M.1 3 PLUMBING GENERAL NOTES 1. THE ABBREVIATION P.C.' USED HENCEFDRTH IN THIS GENERAL BUILDING DEPARTMENT OR BY THE ARCHBECT OR OMEFR, THE PLUMBING SPECIFICATION SHALL BE CONSTRUED TO MEAN P.C. SHALL PROVIDE A LADDER O SUFFICIENT S2E IN ORDER - PLUMBING CONTPACIDR ON THE MECHANICAL. ELECTRICAL AND FIRE THAT THE MSPECIOR CAN PROPERLY LOOK AT ALL ITEMS TO BE PROTECROJ DRAWINGS INSPECTED. THE LADDER SHALL BE IN GOOD REPAIR AND BE _ POSITIONED IN PUCE BY THE P.C. TO MEET ALL OSHA 2. ALL WORK AND MATERIALS SHALL BE IN FLU ACCORDANCE WITH REOFiRE18MS. THE P.C. SWILL ALSO PROVIDE A COMPLETE SET THE FLORIDA BUILDING CODE (P) 2017, OSW AND ALL STATE O CONTRACT DOCUMOM NXIABLE AT THE JOB SITE, AT THE AND LOCAL CODES THAT APPLY. TIME OF INSPECTION. THE CONTRACT DOCUMENTS SHALL INCLUDE: 3. THE P.C. SHALL PAY PARTICULAR ATTENTION TO THE STATE OF A WORKING DRAWINGS FLORIDA'OERGY EFFICIENCY CODE FOR BOLDING CONSMUCRON'. WORK SNULL BE IN ACCORDANCE MTH THIS CODE CHAPTER 5, B. SPECIFICATIONS SECTIONS 5134.1. 504.2, 504.3. 504.4 AND 504.5. C. ALL APPROVED SHOP DPAWNM 4. THE P.C. SHALL TAKE OUT ALL POWTS. PROCURE CERTIFICATES, MID PAY ALL FEES ASSOCIATED WITH HIS WORK. D. ALL ADDENDA CHANGE ORDERS AND CORRESPONDENCE. IF LADDER AND CONTMCT DOCUMENTS ARE NOT AVM Am E AT 5. THE DRAWINGS ARE DAGRMWATIC AND (TENDED TO SKOW THE TIME O INSPECTION. THE P.C. BULL PAY THE ARCHITECT APPROXIMATE UNATDNS. THE P.C. SHALL NOT SCALE THE OR ENGINEER FOR THE VISIT TO THE SITE AND A NEW DRAWINGS INSPECTION TIME SHALL BE AGREED UPON. 6. THE BIDDERS SHWA VISIT THE SITE AND FAMILIARIZE THEMSELVES 30. A WATER-HAMiO ARRESTOR SHALL BE INSTALLED WHERE WITH ALL CONDITIONS ASSOCIATED WITH THE VOW QUICK-CDSMG VALVES ARE UTILM IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND CONFORM TO ASSE 1010 AS 7. IT AWL BE THE RESPONSMITY O THE P.C. FOR THE ADVANCE PER FBC (P) 604.9 ORDERING OF LONG LEAD BEER SO AS NOT TO MAY OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME 8. THE P.C. SWILL FORM ALL EOUIPMFM, LABOR, MATERIALS, AND SUPERISON TO INSTALL A COMPLETE AND PROPERLY OPERATING PLUM IG SYSTEM AS DESCRIBED HERON AND AS SOWN AND/OR NOTED ON THE DRAWINGS 9. TIE P.C. SHALL FURNISH AND INSTALL ALL MINOR REVS WHICH ARE OIN USLY AND REASONABLY NECESSARY TO COMPLETE THE LNSTALIATIDN WHETHER OR NOT SPECIFIED OR SHOWN ON THE PLANS, 10. THE P.C. BULL BE A LICENSED MASTER PLUMBER. 11 WORKIMB P SHALL BE FIRST CLASS AS NORMALLY TABLE 604.4 MAXIMUM FLOW CONSUIMON FOR PLUMBING FD(NRFS PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY Lrnotmy (IKmd msh) 1.5 gpm at 60 Psi Water duvet IA oclimm w %4 ffinq cycle Shover head 1.5 gpm at ED ps XdcheA sink 1.5 gp. at 60 psi DEheaelTer (ResideMiol) • 65 glee W gcIe m lees ANTI SCALD VALVE REQUIRED FOR TUB/SHOWER • ETV Stm/Watm Serra Cer1I'KKated (a) PERFORMED BY JOURNEYMAN PLUMBERS. PLUMBING FIXTURES SHWA COMPLY WITH THE NEW WATER CONSUMPTION RATES IN ORDNANCE MIAI DAM ARTICLE IH SEC. 12. THE P.C. IS REFERRED TO THE ARCHITECTURAL, ELECTRICAL, AND 08-31 (TABLE 6D4.4) & FBC, PLUMBAIG CHAPTER 4 REFERENCE MECHANICAL PUNS AND SPECIFICATIONS SUCH PUNS AND STANDARDS. SPECIFICATIONS ARE CONTACT DOCUMENTS. VERIFY ALL REQUMOENIS PRIOR To 067A LAIM ANY OSCREPANCIES IN THE DRAWINGS OR FIELD COORDNATION PROBLEMS BALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMYENCDENT OF WOW 13. THE P.C. SHALL EMIT THE SPECIFICATIONS AND THE WHOLE CONTRACT BY SECURING A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS OF THE WHOLE CONTRACT. 14. THE P.C. SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK WITH THAT OF THE GENERAL CONTRACTOR AND OILER TABLE 908.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP _hea' SLOPE Poch per Foot' DISTANCE FROM TRAP (feet) 1 1/4 1/4 5 1 1 2 1/4 6 2 1/4 6 3 1/8 12 4 1/8 16 SUBCONTRACTORS TO ]MUTUALLY AVOID CONFLICT. 15. ALL PLUMBING WORK SHALL NOT BRISTOW WITH CLEARANCES REWIRED FOR GENERAL AND MECHANICAL CONsmxnaL SHOULD PLUMBING PRODUCTS PLUNIYG WORK BE INSTALLED WHIM MIE$LES WITH THE WORK OF THE OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT 1. SANTARY SEWER PVC SCK40 NO ADDITIONAL COST M THE OWNER. 2. FIXNRE DRAINAGE ARMS: DWV COPPER. 16. THE P.C. SHALL VERIFY ALL. NOTES AND DNENSOS PRIOR TO 3. WATER PIPE CPVC PROCEEDING WITH RD. ANY DISCREPANCIES SHALL BE BRAT TO THE ATTENTION O THE ARCHTECT/ENGMFDL 4. ALL BALL VALVES ASSOCIATED WITH WATER PIPING SHALL BE FULL PORT. 17. THE P.C. SHALL PROVIDE SHOP DRAWINS FOR APPROVAL PRIOR 5. VENT UNES SHALL BE PVC. TO PURCHASE OR INSTALLATION OF ALL EOUIPMENT CALLED FOR IN THE PLANS OR SPECIFICATIONS WATER HAMMER ARRESTORS NOTES 1& THE P.C. SHALL SUBMIT REOUESTS FOR SUMVITUXX)N5 IN WRITING . 19. THE P.C. SIAU. PROVIDE AS -BUILT DPAWMG4 1. PROVIDE WATER HAMMER ARRESTORS AS PER P29035. 2. HAIOIER-ARRESTOS SLUR BE INSTALLED IN ACCORDANCE WITH 20. THE PLUMING INSTALUTION SHALL NEST THE APPROVAL OF THE MAKFACRUWCS INSTALLATION INSTRUCTIONS. ARCHITECT/EHONEER BEFORE ACCEPTANCE BY THE OWNER 3. HARMER -ARRESTORS SHALL CONFORM TO ASSE 1010. 21. ALL WORK SAIL BE GUAFANIEED FREE FF40M DEFECTS FOR A PERIOD OF TINE (1) YEAR FROM DATE OF CERTIFICATE O VALVES NOTE OCCUPANCY. 22 THE P.C. SHALL MUCH UP OR REFINISH THE FACTORY FINISH TO INDIVIDUAL SHOWER AND TUB -SHOWER COMIATKIN VALVES ORIGNAL CONDITION OF EQUIPMENT MARRED DURING SHIPMENTOR SHALL RE BALANCED -PRESSURE TNEFWIOSTATIC OR COMBINATION INSTALLATION. HE 6 RE9 0NSIEE TO REPAIR TO ORMAL VALVES THAT CONTON TO CONDITION NIILSHINGS CAUSED DURING PERFORMANCE OF WORK THE REQUIREMENTS O ASSE 1016/ASME A112.1015/CSA 8125.16 OR ASME AII2.1&1/CSA 81211 AND SAL BE INSTALLED AT 23. THE P.C. SHALL KEEP ALL ARMIN N9CH WORK IS OEMPER- THE POINT OF USE SHOALS AND TUB -GROWER COMBINATIONFORUM FREE FROM OEM AT ALL TUTS. AND SO AREA SHALL VALVES REXPED BY THIS SECTION SHALL BE EQUIPPED WITH A BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. MEALS TO LIMIT THE MAXIMUM STING OF THE VALVE TO 120T (4TC). WHICH SHALL BE FIELD ADJUSTED IN ACCORDANCE WITH 24. AT THE COMPLETION OF THE WORK. THE P.C. SHALL REMOVE ALL THE MANHALL RFA'S INSTRUCTIONS. UNE RUBBISH CAUSED BY HIS WORK, AND BULL THOROUGHLY CLEM NOT FOR E WITH THIS VALVES FDTI COMPLIANCE WITH THIS CO ALL PLUMBING EQUfP18NT, AS IO 424I3 F1 SECTION AS PER SECTION l24.3 F8C 25. THE P.C. SHALL VERIFY ALL EXISTING CONDITIONS ASSOCIATED WITH WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT/omNNEER SCOPE OF WORK PFm TO RIM 26. CONTRACTOR BULL VERIFY ALL DIMENSIONS, SPACES AND 1. NEW BATHROOM AT DEN CONDITIONS PRIOR TO FABRICATION AND INSTALLATION O 2. NEW ELECTRIC TAMO.ESS WATER HEATER EQUIPMENT AND MATERIAL N� 27. A MUMMUM OF 20' 5 REOUIED BETWEEN ANY TWO TIM 4. REMOVE AND REPLACE MAN WATER SUPPLY LIE PENETRATING THE ROOF DECK Q 28. DIELECTRIC UNIONS SHALL BE PROVIDED WHEREVER DISH" METALS ARE ,DIED. 29. AT ALL MSPECIWNS MADE OTHER BY A REPRESENTATIVE OF THE PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION ...,.......« EXIST. SAN. LINE BD BIDET IX' COLD SHO SHOWER ' - WATER LINE EX. HOT WATER we WATER CLOSET LINE --- NEW COLD LAV LAVATORY SINK WATER LINE - -- - NEW HOT WATER BYBATHTUB LINE NEW SAN. LINE CO WALL CLEAN OUT --___ NEW VENT LINE GCO • FLOOR CLEAN OUT SANITARY UNE TO R TO BE REMOVED - - - - - BE REMOVED BALL VALVE NOTE: . POINT OF CONNECTION (CONTRACTOR TO VERIFY ON FIELD) SEPTIC SYSTEM CALCULATIONS MAIN HOUSE TOTAL A/C UNCLOSED AREA IX7 SOFT ESTIMATED SEWAGE FLOW CALCULATIONS PER CHAPTER 64E-6.008 TABLE I (RESDENIAL) 3 BEDROOM AND 1.567 SO. Fr. YD GPD 60 GPO FOR EACH 750 SQ. FT. ADW04AL N/A TOTAL 300 GPO AVDWGE FLOW 300 GPO SEPTIC TAM( CAPACITY PER 64E-6D08 TABLE U (EXISTING) 1050 GAL GRAIN FIELD PER TABLE M 3D GPD (ESTIMATED SEWAGE FLOW) G8 PATE ABSORPTION (TRENCH) 375 SO. FM 375 SO. FT. OF MAIN GRAIN FIELD X 05 - 197.5 OF RESOM AREA SOUOED DRNNFELD TOTAL 552 SO. Fr INCLUDING UNOBSTRUCTED AREA REQUIRED CONSEQUENTLY: PROVIDE ARC 34-CUTER SYSTEM WITH 15 SO. Fr EACH CHAMBER. 375 SO. Fr. = 25 CHAMBERS SHALL BE REQUIRED 15 SO -Fr. / CHAMBER P V 11 J v V EXIST. 3/4.0 CWS TO BE REMOVED AND REPLACE USING 1'0 CWS. (CONTRACTOR TO VERIFY LOCATION ON SITE) A CWS & E�- EXISTING WOOD DECK HWS NEW TANKESS E=- WH-1 (TEMPPA 24) NEW DEN V CAWS & i FIWS BA li1S' CWS & WC K' Im / cwsET 314• CWS & i W HWS POINT OF CONNECT. r i / 1 PLUMBING PLANS � DOMESTIC AN � rWATER PL/ I 1 Appro,..i -_Date 7/s�.� v ___ __ Date EXIST. 3/4.0 CWS TO BE REMOVED .AND REPLACE USING 10 CWS. UP TO THE FIRST r (CONTRACTOR TO VERIFY DACT LOCATION ON M- IS C B m p� O CAL. No. 32310 WO 2125 BISCAYNE C BLVD. SURE.2DO W MIAMI. FL 33137 0: 786.773.3090 D M'. 954.880.520E Digitally signed by Too"moo EDGAR N,ss,..' 2020.07.01 23:03:21 -04'00• EDGAR MUAOZ, P.E. FL.UC. NO. 50051 CONSULTING ENGINEER 1490 SHERIDAN STREET UNIT A3 HOLLYWOOD. FL 33020 Ph": 786.773.3090 a i Z Z3 o a oa WW Z Z C,)) O ) W Go vW CI)LL W w uj O IA w X OZ � J O -1 Q lu W� 2 a Zv R SCN / 5SUE ®RLDING COMMENTS /�� • • NOV"7&1& • • • j� WNLOING COAOdENT6 • /� C • JUNE 30, 2p7d • •• • 0•••• •• is •••••• • • •• 00 ..... •• • a• - TITLE 0 Q DOMESTIC WATER t PLAN & NOTES o RRWECT Nt R 19125 1 � OCT. 29, 2019 a z SCALE AS SHOWN m Nc o P.1 u e EXIST. VI Exls�Nc mcoo ca+ NEW CEI. 210 oc 3" W c. BS - EYIS,tt:G , I FA5T1Aa -- UST 2 0 - J 1 O VUI j sw. LINE uc D(IST. 3'0 T .e if)GriFN ro Sitl LINE � S Px6T.rc _18{ 3T% r j — V W / .,:c Dose eo Sw ua£ 10 sum '— TAN%. cowwo TD VER" - NT - — , F IAC LOCATION RID SIZE N r, -)S-o P. - J SHO WC EAST. 7'0 FROM BATH OUST. 7'0 SAN LME� OUST. 7'9 TO ORA4N FIELD CONTRACTOR TO VETUFY EXACT LOCATION AND SZE N FEtD. 1 _ 3U3UQM) , 1 SANITARY FLOOR PLAN SCA1 r- 1/4'-1,-0- v EXIST. 3'0 FROM BATH) .....,.'~. MOST. 1OW GL SEPTIC TAM( 3 SANITARY RISER DIAGRAM Nrs RG ;JHiECTIOiv WH t lEEO'RA 2a PLUS 1 PIPE TAP RELIEF Tom' VALVE TO OPEN WM AS PER T FW-PUAOM 5046 IT \\ l+• • WRA CHFA( VALVE Lc HUT WATER SUPPLY COLD WATEF SUPPLY �— %i' HALL VALVE LINE LINE 4 � TANKLESS WATER HEATER CONNECTION DETAIL Nrs -y_ EXIST. 3'0 SEPI — -AN -4 SAN, PIPE EXTSiA �!T'F__F 225 r r 7 T AllBE1G .i..tr. 0 15 SF.� Is 2 PLUMBING SITE PLAN / I l SCALE 3/32'-1'-0' 0 CA Oc Nn 32310 00 2125 BISCAYNE C BLVD. SUITE, 2W w MAMI, FL 33131 Q 786.7733090 hi 9S4.880.5'z08 9 � EDGAR MUAOZ, P.E. FLLIC. NO. 50051 CONSULTING ENGPffit 1490 SHERDAN STREET UNTr AT IWLLYW000. FL 3=0 NC. REY90v / 65UE QI BUILDING COMMENTS NOV 27 2079 SANITARY FLOOR PLAN & RISER DIAGRAM Auu�T+ 19125 wre OCT. 29, 2019 AS SHOWN W:L W P.2