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RC-01-23-111 PlansGENERAL NOTES z I. CONTRACTOR & ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, GRADE LINES, LEVELS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK, ANY DISCREPANCIES ERRORS, OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE THAT ALL WORK & MATERIALS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, ORDINANCES % PERMIT PROCEDURE. CORRECTIONS OF THESE CONFLICTS ARE TO BE INCLUDED IN THE WORK AND IN THE PROPOSAL. 2. CONTRACTOR SHALL OBTAIN 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. 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT ALL ARCHITECTURAL DETAILS AFFECTING THEIR WORK ARE INCLUDED. 5. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. ANY MAJOR DISCREPANCIES MUST BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS UNLESS AUTHORIZED BY THE ARCHITECT. 7. THE ARCHITECT RESERVES THE RIGHT TO REJECT ALL WORK THAT IS DEFECTIVE AND/OR OF POOR WORKMANSHIP OR WORK THAT DEVIATES 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 CONSIDERED TYPICAL AND APPLY FOR SIMILAR SITUATIONS THROUGHOUT THE PROJECT, UNLESS OTHERWISE SPECIFICALLY NOTED. 10. REFER TO FINISH SCHEDULE, AT THE TIME OF BIDDING, FOR SPECIFICATIONS OF FINISHES, MATERIALS, COLOR, TREATMENTS, ETC. ALL OF THE ABOVE SHALL BE SPECIFIED BY THE ARCHITECT IF NOT NOTED THEREIN. PERMIT AND APPLICABLE RESOLUTIONS • APPLICANT WILL COMPLY WITH ALL ORDINANCES OF THE MIAMI-DADE COUNTY AND CITY BUILDING CODE PRIOR TO STARTING CONSTRUCTION. • IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF MIAMI-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 FINISH MATERIALS IS CLASS C: FLAME SPREAD INDEX 76-200; SMOKE -DEVELOPED INDEX 0-450. • INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAT CLASS II (0.22 WATTS/CMzOR 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 806.2 OR BE NONCOMBUSTIBLE. LEVEL NOTE • MAX. Yz" DIFFERENCE ON LEVEL AT ANY FLOOR LEVEL. GLAZING NOTE • GLAZING IN FIXED OR OPERABLE PANEL ADJACENT TO OR WITHIN 48" FROM EDGE OF DOOR & WHERE BOTTOM EDGE OF GLAZING IS LESS THAT 60" ABOVE FLOOR SHALL BE SAFETY GLASS CAT I IF LITE IS LESS 9 SQ. FT. • IF GLAZING IS MORE THAN 9 SQ. FT. GLASS CAT II SHALL BE PROVIDED CEILING AND SOFFIT HEIGHT NOTE • NEW CEILING AND SOFFIT HEIGHTS ON OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL BE 7'-6" MIN. AND BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7' MIN. ABOVE FINISH FLOOR IN COMPLIANCE WITH FBC. 1208.2 SHOWER NOTES • SHOWER FLOOR AND WALLS SHALL BE CONSTRUCTED WITH IMPERVIOUS MATERIALS, CORROSION RESISTANCE, AND NONABSORBENT WATER RESISTANCE MATERIALS TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE FLOOR AS PER FBC R307 • PROVIDE TEMPERED SAFETY GLASS CLASS II FOR SHOWER ENCLOSURES • 22" MIN. CLEARANCE FOR SHOWER ACCESS liami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM L-l.pdf FINAL CLEANING FLOORING: A. CLEAN SUBSTRATE, FILL CRACKS, HOLES, AND DEPRESSIONS, AND LEVEL FLOOR WITHIN 1/8" IN 10 FEET BEFORE THE LAYING OF THE WOOD FLOORING. B. IN AREAS WHERE THE FLOORS WILL BE FINISHED BY OTHERS, THE CONTRACTOR IS TO BROOM CLEAN THE FLOOR ONE DAY BEFORE THE INSTALLATION OF FINISH FLOORING. C. GENERAL CONTRACTOR SHALL REMOVE FROM SITE ALL DEBRIS LEFT BY SUBCONTRACTORS PRIOR TO TENANT'S OCCUPANCY. OTHER: A. REMOVE GREASE, MASTIC, ADHESIVE, DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM THE SITE, AND FROM ANY OTHER EXPOSED FINISHED INTERIOR OR EXTERIOR SURFACES. B. WASH GLASS, AND MIRRORS AS PER MANUFACTURER'S SPECIFIC INSTRUCTIONS. C. POLISH GLOSSY SURFACES. D. CLEAN PERMANENT FILTERS, AND REPLACE FILTERS IN VENTILATING SYSTEMS, IF UNITS ARE OPERATED DURING CONSTRUCTION. CLEAN DUCTS, BLOWERS, AND COILS, IF UNITS OPERATED WITHOUT FILTERS DURING CONSTRUCTION. E. PRIOR TO OWNER OCCUPANCY, CONTRACTOR SHALL INSPECT THE SITE, AND EXPOSED INTERIOR AND EXTERIOR SURFACES, TO VERIFY THAT THE ENTIRE WORK IS CLEAN AND SATISFACTORY TO THE ARCHITECT. CODE REFERENCES FLORIDA BUILDING CODE 2020, 7TH EDITION (EXISTING) FLORIDA FIRE PREVENTION CODE 7TH EDITION NATIONAL ELECTRICAL CODE 2017 FLORIDA BUILDING CODE MECHANICAL 2020, 7TH EDITION FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH EDITION BUILDING DATA FOLIO # 11-3206-013-6310 ADDRESS 390 NE 93 ST MIAMI SHORES, FL 33138 LEGAL DESCRIPTION MIAMI SHORES SEC 1 AMD PB 10-70 LOT 1 E1/2 LOT 2 BLK 47 LOT SIZE 80.110 X 127 OR 15635-0618 0892 1 YEAR BUILT 1939 FLOORS 2 TYPE OF CONSTRUCTION III -A STRUCTURE (EXISTING) CONCRETE BLOCK WALL WOOD FRAMMED ROOF SCOPE OF WORK GARAGE CONVERSION & REMODELING • PARTIAL CONVERSION OF EXISTING GARAGE INTO ENLARGED BEDROOM 1 (MASTER BEDROOM) • BATHROOM 1 REMODELING • NEW MASTER W.I.C. • NEW POOL BATHROOM • LAUNDRY REMODELING • GUEST BEDROOM REMODELING • NEW BATHROOM 2 • REMOVE AND RELOCATE ELECTRICAL PANEL "B" • REMOVE WATER HEATER AND REPLACE W/ TANKLESS WH • NEW OUTDOOR KITCHEN • NEW SWIMMING POOL (UNDER SEPARATE PERMIT) • RELOCATE EXISTING CONDENSING UNITS Q • NEW AIR CONDITIONING SYSTEM FOR NEW MASTER BEDROOM (MINI SPLIT) • LEVEL OF ALTERATION II • THE REHABILITATION CLASSIFICATION IS MODIFICATION AS PER NFPA 101 CHAPTER 43. ZONING LEGEND ZONING: R-20 ONE FAMILY RESIDENTIAL DISTRICT LOT AREA: 10,174 SQ FT ALLOWABLE/ REQUIRED PROPOSED BUILDING CUBAGE: 20,000 FT' MIN. 30,546 FP LOT AREA: 7,500 SO. FT. MIN 10,174 SQ. FT. LOT WIDTH: 75 FT. MIN 80.11 FT. BUILDING COVERAGE: 24% (2,459 SQ.FT. ) OPEN SPACE: 71 % (7,227 SQ.FT.) GREEN SPACE: 62% (6,264 SO. FT.) DENSITY: 9 DU/ACRE MAX. 1 BUILDING HEIGHT BUILDING HEIGHT 30' 19'-10" No. OF STORIES 2 2 BUILDING SETBACKS MAIN HOUSE SETBACKS FRONT 25' MIN. 25.23' SECONDARYFRONT 15, 24.69' SIDE 10, 9.74' REAR 20' MIN. 19.72' POOL SETBACK SIDE 12.5' 12.5' REAR 7.5 7.5' POOL DECK SETBACK SIDE 10, 10, REAR 5' 5' LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY SECTION 553.79 (10), FLORIDA STATUES EFFECTIVE 7/10/87 APPLICANT WILL COMPLY WITH ORDINANCE 80-90 (SECTION 13-13.1) OF THE METROPOLITAN DADE COUNTY CODE: PRIOR STARTING CONSTRUCTION OCCUPANCY CLASSIFICATION AS PER FBC CHAPTER 310.5 THE OCCUPANCY CLASSIFICATION IS 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 DO NOT CONTAIN MORE THAN TWO DWELLING UNITS. AREAS LOT AREA 10,174 SQ. FT. EXISTING 1ST FLOOR AREA 2,556 SQ. FT. EXISTING 2ND FLOOR AREA 616 SQ, FT, EXISTING BUILDING AREA 3,172 SQ. FT. EXISTING GARAGE AREA -480 SQ. FT. EXISTING PORCH AREA -57 SQ. FT. EXISTING LIVING AREA 2,635 SQ. FT. PROPOSED GARAGE CONVERSION AREA 195 SQ. FT. PROPOSED LIVING AREA 2,830 SO. FT. PROPOSED GARAGE AREA (285 S.F. 0 50%) 142.5 SQ. FT. EXISTING PORCH AREA (57 S.F. ® 33%) 19 SQ. FT, PROPOSED ADJUSTED AREA 2,991.5 SO. FT. AREA OF WORK 664 SQ. FT. GARAGE CONVERSION & REMODELING 0.29 FAR 390 NE 93RD STREET MIAMI SHORE, FL 33138 -�'.31t10 0311' 1NN�d T,SW y�aWy�dd30 9 gUI -DIN N IE --- DAT APPROVFD MIAMI SHORES K� VILLAGE PUBLIC WOR ®ATE___- APPROVED_ a w z M m O w a 0 a M d a z w a w a f7 z 0 M m Q J z U) z w g 0 0 a z 0 U a V1 z 0 U a w z 0 w m 0 F- ~O Z w Q w 0 0 c w z z w a w 0 0 z 0 M m 0 w o: a z g a w w r 1n W w 0 0 z a w z U w 0 Of Of EL v d .y N N CA Lic. No. 32310 425 NE 22nd. S ST. UNIT 403 0) MIAMI, FL 33137 •y 0:786.773.3090 M:954.880.5206 "a john@udbardy.com PR"Mv,,, Digitallysigned c pG , by EDGAR * ` No.50051 MUNOZ ��., STATE OF + O.C:.,F Pr �: Date: 2023.01.30 F� ..<.,OR,o: c� ,• -•,/ONALE„�°° ""rnmmw��O ° 10:51:04-05'00' EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 W ow M co w LL (n LL YiLL, M W OC O v z p O W to rn = oG Q co ®� v � Q V c NO. REVISION / ISSUE Q BUILDING COMMENTS JANUARY 25, 2023 TITLE GENERAL NOTES & LOCATION MAPS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO GENERAL NOTES 1. CONTRACTOR & ALL SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, GRADE LINES, LEVELS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK, ANY DISCREPANCIES ERRORS, OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE THAT ALL WORK & MATERIALS -SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, ORDINANCES % PERMIT PROCEDURE. CORRECTIONS OF THESE CONFLICTS ARE TO BE INCLUDED IN THE WORK AND IN THE PROPOSAL. 2. CONTRACTOR SHALL OBTAIN 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. 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS IN COMPLETE SETS SO THAT ALL ARCHITECTURAL DETAILS AFFECTING THEIR WORK ARE INCLUDED. 5. ALL DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. ANY MAJOR DISCREPANCIES MUST BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS UNLESS AUTHORIZED BY THE ARCHITECT. 7. THE ARCHITECT RESERVES THE RIGHT TO REJECT ALL WORK THAT IS DEFECTIVE AND/OR OF POOR - WORKMANSHIP OR WORK THAT DEVIATES 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 CONSIDERED TYPICAL AND APPLY FOR SIMILAR SITUATIONS THROUGHOUT THE PROJECT, UNLESS OTHERWISE SPECIFICALLY NOTED. 10. REFER TO FINISH SCHEDULE, AT THE TIME OF BIDDING, FOR SPECIFICATIONS OF FINISHES, MATERIALS, COLOR, TREATMENTS, ETC. ALL OF THE ABOVE SHALL BE SPECIFIED BY THE ARCHITECT IF NOT NOTED THEREIN. PERMIT AND APPLICABLE RESOLUTIONS • APPLICANT WILL COMPLY WITH ALL ORDINANCES OF THE MIAMI-DADE COUNTY AND CITY BUILDING CODE PRIOR TO STARTING CONSTRUCTION. • IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF MIAMI-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 FINISH MATERIALS IS CLASS C: FLAME SPREAD INDEX 76--200; SMOKE -DEVELOPED INDEX 0--450. INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAT CLASS II (0.22 WATTS/CMZ 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 806.2 OR BE NONCOMBUSTIBLE. LEVEL NOTE • MAX. Y2" DIFFERENCE ON LEVEL AT ANY FLOOR LEVEL. GLAZING NOTE • GLAZING IN FIXED OR OPERABLE PANEL ADJACENT TO OR WITHIN 48" FROM EDGE OF DOOR & WHERE BOTTOM EDGE OF GLAZING IS LESS THAT 60" ABOVE FLOOR SHALL BE SAFETY GLASS CAT I IF LITE IS LESS 9 SQ. FT. • IF GLAZING IS MORE THAN 9 SQ. FT. GLASS CAT II SHALL BE PROVIDED CEILING AND SOFFIT HEIGHT NOTE NEW CEILING AND SOFFIT HEIGHTS ON OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL BE 7'-6" MIN. AND BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7' MIN. ABOVE FINISH FLOOR IN COMPLIANCE WITH FBC. 1208.2 SHOWER NOTES • SHOWER FLOOR AND WALLS SHALL BE CONSTRUCTED WITH IMPERVIOUS MATERIALS, CORROSION RESISTANCE, AND NONABSORBENT WATER RESISTANCE MATERIALS TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE FLOOR AS PER FBC R307 • PROVIDE TEMPERED SAFETY GLASS CLASS II FOR SHOWER ENCLOSURES • 22" MIN, CLEARANCE FOR SHOWER ACCESS FINAL. CLEANING FLOORING: A. CLEAN SUBSTRATE, FILL CRACKS, HOLES, AND DEPRESSIONS, AND LEVEL FLOOR WITHIN 1/8" IN 10 FEET -BEFORE THE LAYING OF THE WOOD FLOORING. B. IN AREAS WHERE THE FLOORS WILL BE FINISHED BY OTHERS, THE CONTRACTOR IS TO BROOM CLEAN THE FLOOR ONE DAY BEFORE THE INSTALLATION OF FINISH FLOORING. C. GENERAL CONTRACTOR SHALL REMOVE FROM SITE ALL DEBRIS LEFT BY SUBCONTRACTORS PRIOR TO TENANT'S OCCUPANCY. OTHER: A. REMOVE GREASE, MASTIC, ADHESIVE, DUST, DIRT, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM THE SITE, AND FROM ANY OTHER EXPOSED FINISHED INTERIOR OR EXTERIOR SURFACES. B. WASH GLASS, AND MIRRORS AS PER MANUFACTURER'S SPECIFIC INSTRUCTIONS. C. POLISH GLOSSY SURFACES. D. CLEAN PERMANENT FILTERS, AND REPLACE FILTERS IN VENTILATING SYSTEMS, IF UNITS ARE OPERATED DURING CONSTRUCTION. CLEAN DUCTS, BLOWERS, AND COILS, IF UNITS OPERATED WITHOUT FILTERS DURING CONSTRUCTION. E. PRIOR TO OWNER OCCUPANCY, CONTRACTOR SHALL INSPECT THE SITE, AND EXPOSED INTERIOR AND EXTERIOR SURFACES, TO VERIFY .THAT THE ENTIRE WORK IS CLEAN AND SATISFACTORY TO THE ARCHITECT. FLORIDA BUILDING CODE 2020, 7TH EDITION (EXISTING) FLORIDA FIRE PREVENTION CODE 7TH EDITION NATIONAL ELECTRICAL CODE 2017 FLORIDA BUILDING CODE MECHANICAL 2020, 7TH EDITION FLORIDA BUILDING CODE ENERGY CONSERVATION 2020 7TH EDITION b5 G .�': i V 4 E'_._ 1Y 'F""`"' % Y.' 2 '�^ '1 !� fo h: - ti y £ t� say. Ks SOIL®LNG DATA ,x ��; a,h;F s qi 1 Gib T`- a' � s- `,f"3P✓" £4 >.{^ F ,52 kXt rl q 5�- 4 a i 'F t FOLIO # 11-3206-013-6310 390 NE 93 ST ADDRESS MIAMI SHORES, FL 33138 LEGAL DESCRIPTION MIAMI SHORES SEC 1 AMD PB 10-70 LOT 1 E1/2 LOT 2 BLK 47 LOT SIZE 80.110 X 127 OR 15635-0618 0892 1 YEAR BUILT 1939 FLOORS 2 TYPE OF CONSTRUCTION III -A STRUCTURE (EXISTING) CONCRETE BLOCK WALL WOOD FRAMMED ROOF GARAGE CONVERSION & REMODELING PARTIAL CONVERSION OF EXISTING GARAGE INTO ENLARGED BEDROOM 1 (MASTER BEDROOM) • BATHROOM 1 REMODELING • NEW MASTER W.I.C. • NEW POOL BATHROOM • 7REMAIN) MODELING (WASHER, DRYER, AND UTILITY SINK TO • GUEST BEDROOM REMODELING 1 • NEW BATHROOM 2 • REMOVE AND RELOCATE ELECTRICAL PANEL "B" REMOVE WATER HEATER AND REPLACE W/ TANKLESS WH FOR NEW MASTER BEDROOM • NEW SWIMMING POOL (UNDER SEPARATE PERMIT) • RELOCATE EXISTING CONDENSING UNITSAl • NEW AIR CONDITIONING SYSTEM FOR NEW MASTER BEDROOM (MIN[ SPLIT) • LEVEL OF ALTERATION II • THE REHABILITATION CLASSIFICATION IS MODIFICATION AS PER NFPA 101 CHAPTER 43. ZONING: LOT AREA: BUILDING CUBAGE: LOT AREA: LOT WIDTH: BUILDING COVERAGE: OPEN SPACE: GREEN SPACE: DENSITY: R-20 ONE FAMILY RESIDENTIAL DISTRICT 10,174 SO FT ALLOWABLE ! REQUIRED PROPOSED 20,000 FT" MIN. 30,546 FT-' 7,500 SCE. FT. MIN 10,174 SQ. FT. 75 FT. MIN 80.11 FT. 9 DU/ACRE MAX- 24°% (2,459 SQ.FT. ) 71% (7,227 SQ.FT_) 62% (6,264 SQ_ FT.) 1 BUILDING HEIGHT 30, No. OF STORIES 2 2 MAIN HOUSE SETBACKS FRONT 25' MIN. 25.23' SECONDARY FRONT 15, 24.69' SIDE 10, 9.74' REAR 20' MIN. 19.72' POOL SETBACK SIDE 12.5' 12.5' REAR 7.S' 7.5' POOL DECK SETBACK SIDE 10, 10, REAR 5' 5' LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL . RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY SECTION 553.79 (10), FLORIDA STATUES EFFECTIVE 7110187 APPLICANT WILL COMPLY WITH ORDINANCE 80-90 (SECTION 13-13.1) OF THE METROPOLITAN ❑ADE COUNTY CODE: PRIOR STARTING CONSTRUCTION AS PER FBC CHAPTER 310.5 THE OCCUPANCY CLASSIFICATION 1S 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 DO NOT CONTAIN MORE THAN TWO DWELLING UNITS. ✓ h ,k _: 6 t 4 '.-. 3 l 4.i- l L �ff4 3 . S�k ka t ��. J.��fi �'•��w.�FY3i+t�.�!r7s.�%�.v'��dF��'��.i.,...::�>.f.u'-�,.r.:, �.��. T�h4.�i _e��r. >31��Y'�p .� LOT AREA 10,174 SQ. FT. EXISTING 1ST FLOOR AREA 2,556 SQ. FT. EXISTING 2ND FLOOR AREA 616 SQ. FT. EXISTING BUILDING AREA 3,172 SQ. FT. EXISTING GARAGE AREA -480 SQ. FT. EXISTING PORCH AREA -57 SQ. FT. EXISTING LIVING AREA 2,635 SO. FT. PROPOSED GARAGE CONVERSION AREA 195 SQ. FT. PROPOSED LIVING AREA 2,830 SO. FT. PROPOSED GARAGE AREA (285 S.F. @ 50%) 142.5 SQ. FT, EXISTING PORCH AREA (57 S.F. @ 33%) 19 SQ. FT. PROPOSED ADJUSTED AREA 2,991.5 SQ. FT. AREA OF WORK 664 SQ. FT. 0.29 FAR 13.4 > �... .. FOU J J TMEN HATE AP f RC)°JED BY 711 ZONING � �L ` o TUC L cn a EEC-17 ICAL 3�-[ � � 4 Z �� o - - m cc HI <c ;�11C MATT i xy° S a 5 d I .3 ✓ aid d rl ej ki gal 1 W J z a LJ Y 4a r Ft.iL_?j%' 2 s �i 0 w r s cn z Q � { s Q p9 IF CA Lic. No. 32310 425 NE 22nd ST. UNIT 403 ,F MIAMI, FL 33137 ' 0:786.773.3090 I) M:954.880,5206 1; john@udbardy.com ee�e NRt ` No.50051 - STATE OF /ON A; - rJ��►1rrr� tt t3tttteeeee EOGAR NIUNOZ, P.E. FL.L1C. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE:: 786,773.3090 00 uj N_ uj U) M z U C(- 0 L Lu 0 U) c� L W z U w -7 LL TITLE GENERAL NOTES & LOCATION MAPS PROJECT NUIVDER 22094 IWTE AUG, 2022 SCALE AS SHOWN DWG N0. w cn w P Miami Dade L123007204 k- 2 . pdf EXISTING SITE PLAN SCALE: 1/8" = 1'-0" County Department of Regulatory and Economic Resources - Job Copy - 4/14/2023 12:49:57 PM z O LO z Q Lj a c� z m /w 4/ L Q cn z}{ J Ld v � 1 1 �C .o 0 H CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 0) MIAMI, FL 33137 1 0:786.773.3090 M:954.880.5206 g °a jobn@udbardy.com Digitally signed by EDGAR o.sao t " M.UNOZ lam: STATE OF ;'mow Date: �� FsQ R tP _ 2023 01.30 %.,s?oa� 10:51:39 -05 00 ff if 11 I! I l 1, ji,, EDGAR MUAOZg P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 co U) J L- CY) LU LLl Iy U z 0 � w _ U) ca a C�) a z w z U w 0 n TITLE EXISTING SITE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. d ed D._ _a FD.° FD.,, d FISIDE WALK °PL 80.11a 1' I.P. 1. .ZP. /z35.00' / LP. e Adk ----------- -- 1 I Q i �Q4�O 1 = 25.00' w / A = 39.16' ( 0 - 089044 46„ I O Z N i a LnI I N N i T CONC. WALK I 1 Z I I FD. y"°I:P I 1------------- ---------------- ------------------------- I PdRCH i e 24.69' - I 1 \ h I ti 1 9.74' I EXIST. CU TO BE RELOCATED �h h HIMNEY I 1 � cb�� CD D m r — 1 cl)p CONIII xC. SLA6r — i r N 3.8'x2.0 �o I I -� I �� ~ I i m t e EXI ST I CU TO 1ci z ST O i BE RELOCATED 4 d 1�/\ \ d Q \ / COVERED ° T R'RACE < d° i \ /✓ °\ 14, 24.82' I. x�. i T I 1 I a° I ' m. 1 IIct _ �0_06'---- - - - - - - ------------------------------------------------ 9.0 REMOVE DRIVEWAY I--CONC. IN THIS AREA I POWER ro I POLE EXISTING ASPHALT 6 o m DRIVEWAY o,`t' I X� w cn - � FD. I %2' I.P. ; FD. a / i Yz I_P. a 35.00' I ° 10'-0" PL 80.22' 15'-0° SIDE SUBACK SECONDARY FRON SETBACK >- --- 0 I --- M EXISTING SITE PLAN a w I/�IWV/ �;°` 1 SCALE: 1/8" = 1'-0" Q g 8.5' ASPHALT PAVEMENT NA VN l/\1 a w Z a m 0 w a 0 rL a z z w w 0 r, z 0 D m a H Z Z C) U O O Z 0 U D U) z Z O V Q 0 w z z 0 U w m O 0 z w Q w Z 0 FEB Z w a 0 01 0 w N w j C d R O N H 0 CA Lic. No. 32310 Cd 425 NE 22nd. C ST. UNIT 403 IM MIAMI, FL 33137 0:786.773.3090 M:954.880.5206 'a johna@udhardy.com �QGPR MF�0��'�; N * No. 50051 STATE OF N Al�0RICP (9 s/CNAL �nrp\"o EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 a co W2 um m m c> Z (mj U) 0:U zQ Y) pW �_ o Q m CD <a z w CC G Z w 0 0 Of IL NO. REVISION / ISSUE. QBUILDING 1 COMMENTS JANUARY 25, 2023 TTL_ EXISTING SITE PLAN I PROJECT NUMBER 22094 ' DATE AUG, 2022 SCALE AS SHOWN DWG NO. Am2 diami Dade County Department of Regulatory and Economic Resources - Job L123007204 - 4/14/2023 12:49:57 PM 3-3.pdf 3xaminer Date Time Stamp Trade Stamp Name TALLE, MARIA 2/2/2023 8:35:44 AM DERM Approved PROPOSED SITE PLAN SCALE: 1/8" = 1'-0" NE -- -- ct ST 21' ASPHALT PAVEMENT I 75' TOTAL R/W i I I I o o r� 22' PARKWAY l { 1 I FD. 5' SIDE WALK �9PL 80.11' FD FD. /2 I.P. �. Y2 I.P. /„ I.P. 35.00' -------- -- Cb.C-D I Y �0�� I = 25.00' I n 1 I A=39.16' A = 089044'46" I o NI L. N N I p0 3' CONC. WALK FD. %" I. P I I 24.69' I X I I I , j 9.74' I 1 , I I I i i I NEW LHIMNEY SWIMMING I POOL ~ co Z I D ! M 2 -6 10'-0" 8'-10" 5'-3" � O D N 12'-6"01 ; N r < j I 4 Ill C31 ; C3y iz CD z NEW CONC. STEPS 4 I m NEW POOL DECK I I. COVERED I• TER'`RACE I I ` I ` I � I 24.82 i I I I PARKING RELOCATED ti j SPACE 2 CU-1 & CU17 ' o lb I � I D NEWz C= CU-3 ,.. 10 NEW POOL EQUIP. I cr, m //°s i 10.06.---- 1 D — — — — — ------------------------------------------------ r 9.00' PARKING ' ONC.^) I 1 _. - j SPACE 1 POWER r/ I N' EXISTING CDN POLE I I ' ASPHALT o ° w DRIVEWAY o,� FD. X Y2" I.P. I FD. ° r 35.00' ® Y-' LP. PL 80.22 15'-0" SIDE SETBACK SECONDARY FRONT SETBACK LU J D WV w UVV�q' Q 8.5' ASPHALT PAVEMENT N PQ�R v c N tC H N M CA Lic. No. 32310 ' 06 425 NE 22nd. C ST. UNIT 403 MIAMI, FL 33137 'H 0:786.773.3090 Q� M:954.880.5206 =' "a John@udhardy.com Digitally ,:�"GpR MUti ; signed by •\,\CE NSF • :0 j% * No. 0051 `; *' EDGAR =MUNOZ 04 w a i STATE OF , cy ONAU 2023.01.30 10:52:45-05'00' EDGAR MU111I P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z coo O co W co W W Cn LLi y Zco W 12 v Z O U) Cl)LLI W o = Q Z a W Q z F- U W o' o_ NO. REVISION / ISSUE QBUILDING — COMMENTS 1 JANUARY 25, 2023 TITLE PROPOSED SITE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Aw3 FD. V I.P. 9.74 10'-0" 12'-6" PARKING SPACE 2 5' SIDE WALK �O. = 25.00' 7n1A� = 39.16' O� = 089'44'46" N I _ T CONC. WALK NEW CU-3--- l i dr I !� II � _ PARKING SPACE 1— / II N aT w I %z' I.P. NEW SWIMMING POOL 8'-10" 5'-3" NEW POOL DECK CbVEf:ED TERRACE i i 9.00' EXISTING ASPHALT DRIVEWAY 1 � PROPOSED SITE PLAN SCALE: 1/8" = 1'-0" I a w L m o L w 4 I HIMNEY i Q I o I �1 f z ® cq a a D m O D_ I Q _ D N D < 0 - m ID o I 4 C I O C m Q � O J z i I I. (n I Z w I I I g � I U I I I o I I z o I � tr 24.82' z — a RELOCATED CU-1 & CU17 I o tY / o g 0. x LJ � I -0' I w m NEW PO °'. EQUIP. I I 0 z fw I a e o ova Ui Q fq� - ' m 1 I 1 I --- -------------------------- D z _ I _ --CONC. re N i POWER EER a 2923 z N POLE W CD o i Q Off` No i p�`b� a 0 x C7 I o I %2° I.P. 35.00' _o cr PL 80.22 ' 15'-O" it SECONDARY FRONT SETBACK z 1NV. VN. WV 8.5' ASPHALT PAVEMENT U) w v O O H O CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 0 MIAMI, FL 33137 0:786.773.3090 Q) M:954.880.5206 'Q john@udbardy.com EN s * No.50051 * N • N ' STATE OF 4r P: F� ORN? ''%FSSIONA�� EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 Q uj co W W Cn> LL co ® LLI Lu sty zp G W = w to rn � Of co Q � 0 z Q w a z W 0 Ir 0- NO. REVISION / ISSUE QBUILDING COMMENTS 1 JANUARY 25, 2023 TITLE PROPOSED SITE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. Am3 CONTRACTOR NOTES POOL DECK & WALKWAYS DRAINAGE NOTES 1. MONITOR QUALITY CONTROL SUPPLIERS, MANUFACTURERS, PRODUCTS, 1. POOL DECK MUST SLOPE 2% TO 4% AWAY FROM POOL AS PER FBC SERVICES, SITE CONDITIONS, AND WORKMANSHIP, IN ORDER TO PRODUCE B454.1.3.1.2 THE SPECIFIED QUALITY OF WORK. 2. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION 2. COMPLY WITH THE MANUFACTURERS' INSTALLATION INSTRUCTIONS AND SHALL BE SLOPE A MINIMUM OF 2% AWAY FROM BUILDING AS PER FBC SEQUENCE. ANY CONFLICT WITH INSTRUCTIONS AND CONTRACT 1804.4 DOCUMENTS NOTIFY THE OWNER AND ENGINEER. 3. IF MANUFACTURERS' INSTRUCTIONS CONFLICT WITH THE CONTRACT PROJECT CLOSE-OUT DOCUMENTS, REQUEST CLARIFICATION FROM OWNER BEFORE PROCEEDING. CLEANING UP" 4. COMPLY WITH SPECIFICATION STANDARDS AS MINIMUM REQUIREMENTS FOR THE WORK EXCEPT WHEN MORE STRINGENT TOLERANCES, CODES, OR0 DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL PRECISE WORKMANSHIP. CLEANUP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 5. ENSURE WORK IS PERFORMED BY PERSONS WHO ARE QUALIFIED TO PRODUCE THE SPECIFIED LEVEL OF WORKMANSHIP. • THE CONTRACTOR SHALL RESTORE OR REPLACE. WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT 6. COMPLETELY REMOVE TEMPORARY MATERIALS AND/OR EQUIPMENT WHEN OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING THEY ARE NO LONGER REQUIRED. IMMEDIATELY PRIOR BEGINNING OF OPERATIONS SUITABLE MATERIALS AND STORM DRAINAGE GENERAL: • CATCH BASIN AND RIM ELEVATIONS AS SHOWN ON PLANS MAY BE ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. • DISTANCES AND LENGTHS SHOWN ON PLANS ARE REFERENCED TO THE CENTER OF STRUCTURES. INSTALLATIONS: • PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, AND CONSTRUCTED TO A UNIFORM GRADE AND LINE. • BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE. • CONTRACTOR TO FOLLOW BOPS 02200, 02220, 02280 SPECIFICATIONS FOR EARTH WORK AND STORM DRAINAGE INSTALLATION. EARTHWORK AND SITE PREPARATION 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED UNDER ALL NEW DRAINAGE AND UTILITY LINES UNDER ALL NEW EXFILTRATION TRENCH, AND UNDER ALL NEW DRAINAGE STRUCTURES. 2. STRUCTURAL FILL SHOULD CONSIST OF IGNORING, NON -PLASTIC, GRANULAR SOILS CONTAINING LESS THAN 10 PERCENT MATERIAL PASSING THE #200 SIEVE (GP, GW, SP, SW, GW-GM, CP-GM, SW-SM OR SP-SM OR A CRUSHED LIME ROCKWITH A 3" MAX. PARTICLE SIZE) BACK FILL MATERIAL PLACED IN LIFTS NOT EXCEED TWELVE (12) INCHES IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 98% MODIFIED PROCTOR TEST. 3. ANY DEEP EXCAVATIONS OR TRENCHES REQUIRED FOR THIS PROJECT SHOULD BE ADEQUATELY SHORED TO PREVENT SANDY ON -SITE SOILS FROM COLLAPSING INTO EXCAVATIONS. ALL APPLICABLE OSHA STANDARDS AND REGULATIONS SHOULD BE ADHERE TO FOR THE SAFETY OF PROJECT CONSTRUCTION PERSONNEL CONTRACTOR MUST ADHERE TO REQUIREMENTS OF FLORIDA TRENCH SAFETY ACT. NOTES: 1. EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATIONS AND HAVE BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2, CONTRACTOR TO FIELD VERIFY ANY CONFLICTS WITH TREES AND/OR UTILITIES AND DRAINAGE. CONTRACTOR TO NOTIFY ENGINEER OF ANY CONFLICTS BEFORE PROCEEDING WITH ANY SOLUTION TO THE CONFLICT. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES, ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NOT EXPENSE TO THE SUBJECT UTILITY, CALL "SUNSHINE" 48 HOURS BEFORE DIGGING. 4 CONTRACTOR IS TO RESTORE ANY CURB, LANDSCAPE, ASPHALT, ETC. (NOT SCHEDULE FOR DEMOLITION) DAMAGE DURING CONSTRUCTION TO A CONDITION EQUAL TO WHAT IS EXISTING. 5. CONTRACTOR TO GRADE WITH CONSTANT SLOPE FROM THE POINT OF THE HIGHEST ELEVATION TO THE POINT OF THE LOWEST ELEVATION, AS SHOWN ON PLANS. 6. ALL EXISTING AND PROPOSED ELEVATIONS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE BASED ON THE NATIONAL AMERICAN VERTICAL DATUM (NAVD 88). GRADING NOTES 1. UPON DISCOVERY OF A CONFLICT BETWEEN ELEVATIONS OR WHEN A SPECIFIED ELEVATION IS IN DOUBT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS HAVE BEEN ISSUED FOR THE PROPOSED WORK DESCRIBED IN THE PLANS. METHODS SHALL BE USED FOR SUCH RESTORATION. PROJECT RECORD DOCUMENTS: • DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, LENGTH AND ELEVATION IF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO THE PLANS. • UPON COMPLETION OF CONSTRUCTION, AND PRIOR FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD (FOR) ONE COMPLETE SET OF ALL "AS -BUILT: CONSTRUCTION CHANGES AND DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS. • ALL AS -BUILT INFORMATION, SHALL BE CERTIFIED BY A FLORIDA REGISTERED LAND SURVEYOR. DESIGN CRITERIA 1. DESIGN STORM = 100 YEAR FREQUENCY 2. TIME OF CONCENTRATION = 8 HR. 3. INTENSITY (1) = 1.25 IN/HR STORM WATER RETENTION CALCULATIONS IMPERVIOUS AREA: 3,910 S.F RAINFALL INTENSITY: 1.25 IN/HR WATER TABLE: 0.51" NAVD SWALE REQUIRED (C.F): 1.25" X 10,174 f = 1,060 C.F. 12"/FT SWALE 1: 735 C.F. SWALE 2: 340 C.F. TOTAL OF SWALE PROVIDED = 1,075 C.F NOTE: ALL RUNOFF WATER SHALL BE CONTAIN INSIDE THE PROPERTY CODE REFERENCES 1. FINISH FLOOR ELEVATION = 11.09' NGVD 2. FLOOD ELEVATION = N/A 3. FLOOD ZONE = X 4. ADJACENT GRADE LEVEL = 9.17' NGVD LEGEND �A x�' EXISTING GRADE �1 PROPOSED GRADE Riami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM k-3.1.pdf SWALE 1 r I 1 2 2' r� SWALE 1 SECTION TYPICAL DETAIL L I N.T.S. �ri'GT��J 2' 1 2 2' .2 SWALE 2 SECTION TYPICAL DETAIL N.T.S. FD. 5' SIDE WALK ©�O 1.06' Y2° I.P. -------------- ---- � I I I i i I I i i i m t _, I SWALE 1 o ' ° 735 FT' z n U �'-11" i 22'-7" c., a 3 I ---- -- I ' 1'L 7 CONC. WAL v L--- ----, ` z 0.17' a '' NN '- ----- ----- -----� NEW SWIMMING POOL NEW CONC. STEPS NEW POOL DECK COVERED TERRACE PARKING SPACE 2 NEW CU-3 - 9,00' PARKING j SPACE 1 o j EXISTING .ASPHALT o I DRIVEWAY e FD. w Y2' I.P. f� F -- 10 -O" 1. R PL 80.11' D%ZI.P. - - - - - - I ' ' I i 1 ► II SWALE2 � 340 FT' Nli I 3RCH _ ---___--J I I I I I I I I i RELOCATED 17 CU-1 & CU x� -NEW PO EQUIP. I I I --------------------------- I I I I PL 80.22' 8.5' ASPHALT PAVEMENT FD. -- �/ I.P. I = 25.00' A = 39.16' I A = 089044'46" FD. Y2" I. O 0 m D r- 4FD.O�15'-0"SECONDARY FRONT WV DRAINAGE PLAN SCALE: 1/8" = V-0" ONC. POWER POLE rL 0 w z M m 0 w of a 0 a. 0 a z z w F- a a w 0 0 z 0 5 m J a J z Z 12 w 0 U 0 0 z 0 U U) z 0 U a a z 0 U w m 0 O z w J z 0 w w rr z w a 0- CD Z s J m 0 0 r� w a z z g a w w z v C d 0 H H lQ CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 MIAMI, FL 33137 'y 0:786.773,3090 d M:954.880.5206 00 john@udbardy.com Digitally GPR rMU, signed by �a • EENSF o� ; EDGAR -MUNOZ =9' Date: STATE OF .O.. •'� I :�,OR12.P.':,., 2023.01.30 S�oNA�E 10:52:07 '�ryrnrnnnpnp00• -05'00' EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z oo ® W r M W W U) U_ Z 0-) CO H UjU z0 Cf)®W rn 2 Uri M 0 0 Q z Q LU ' w t^ V z r U w O or a NO. REVISION / ISSUE QBUILDING COMMENTS 1 JANUARY 25, 2023 TITLE DRAINAGE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG No. Am3ol CONTRACTOR NOTES POOL DECK & WALKWAYS DRAINAGE NOTES 1. MONITOR QUALITY CONTROL SUPPLIERS, MANUFACTURERS, PRODUCTS, 1. POOL DECK MUST SLOPE 2% TO 4% AWAY FROM POOL AS PER FBC SERVICES, SITE CONDITIONS, AND WORKMANSHIP, IN ORDER TO PRODUCE 6454.1.3.1.2 THE SPECIFIED QUALITY OF WORK. 2. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION 2. COMPLY WITH THE MANUFACTURERS' INSTALLATION INSTRUCTIONS AND SHALL BE SLOPE A MINIMUM OF 2% AWAY FROM BUILDING AS PER FBC SEQUENCE. ANY CONFLICT WITH INSTRUCTIONS AND CONTRACT 1804.4 DOCUMENTS NOTIFY THE OWNER AND ENGINEER. 3. IF MANUFACTURERS' INSTRUCTIONS CONFLICT WITH THE CONTRACT PROJECT CLOSE-OUT DOCUMENTS, REQUEST CLARIFICATION FROM OWNER BEFORE PROCEEDING. CLEANING UP" 4. COMPLY WITH SPECIFICATION STANDARDS AS MINIMUM REQUIREMENTS FOR THE WORK EXCEPT WHEN MORE STRINGENT TOLERANCES, CODES, OR DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER, AND UPON FINAL PRECISE WORKMANSHIP. CLEANUP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM CLEAN. 5. ENSURE WORK IS PERFORMED BY PERSONS WHO ARE QUALIFIED TO PRODUCE THE SPECIFIED LEVEL OF WORKMANSHIP. THE CONTRACTOR SHALL RESTORE OR REPLACE. WHEN AND AS DIRECTED, ANY PUBLIC OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT 6. COMPLETELY REMOVE TEMPORARY MATERIALS AND/OR EQUIPMENT WHEN OR EMPLOYEES, TO A CONDITION AT LEAST EQUAL TO THAT EXISTING THEY ARE NO LONGER REQUIRED. IMMEDIATELY PRIOR BEGINNING OF OPERATIONS SUITABLE MATERIALS AND METHODS SHALL BE USED FOR SUCH RESTORATION. STORM DRAINAGE PROJECT RECORD DOCUMENTS: GENERAL: DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SEr OF CONSTRUCTION DRAWINGS THE EXACT LOCATION, • CATCH BASIN AND RIM ELEVATIONS AS SHOWN ON PLANS MAY BE LENGTH AND ELEVATION IF ANY FACILITY NOT BUILT EXACTLY ACCORDING ADJUSTED TO CONFORM TO NEW OR EXISTING GRADES. TO THE PLANS. • DISTANCES AND LENGTHS SHOWN ON PLANS ARE REFERENCED TO THE UPON COMPLETION OF CONSTRUCTION, AND PRIOR FINAL PAYMENT, THE CENTER OF STRUCTURES. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD (EOR) ONE COMPLETE SET OF ALL "AS -BUILT: CONSTRUCTION CHANGES AND INSTALLATIONS: DIMENSIONS, LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS. • PIPE SHALL BE PLACED ON A MINIMUM OF 8" STABLE GRANULAR ALL AS -BUILT INFORMATION, SHALL BE CERTIFIED BY A FLORIDA MATERIAL FREE OF ROCK FORMATION AND OTHER FOREIGN FORMATIONS, REGISTERED LAND SURVEYOR. AND CONSTRUCTED TO A UNIFORM GRADE AND UNE. • BACKFILL MATERIAL SHALL BE WELL GRADED GRANULAR MATERIAL, WELL TAMPED IN LAYERS NOT TO EXCEED 6 INCHES TO A HEIGHT OF 12 INCHES ABOVE PIPE. • CONTRACTOR TO FOLLOW BCPS 02200, 02220, 02280 SPECIFICATIONS FOR EARTH WORK AND STORM DRAINAGE INSTALLATION. EARTHWORK AND SITE PREPARATION 1. ALL UNSUITABLE MATERIAL SHALL BE REMOVED UNDER ALL NEW DRAINAGE AND UTILITY UNES UNDER ALL NEW EXALTRATION TRENCH, AND UNDER ALL NEW DRAINAGE STRUCTURES. 2. STRUCTURAL FILL SHOULD CONSIST OF IGNORING, NON -PLASTIC, GRANULAR SOILS CONTAINING LESS THAN 10 PERCENT MATERIAL PASSING THE #200 SIEVE (GP, GW, SP, SW, GW-GM, GP -GM, SW-SM OR SP-SM OR A CRUSHED UME ROCKWITH A 3" MAX. PARTICLE SIZE) BACK FILL MATERIAL PLACED IN LIFTS NOT EXCEED TWELVE (12) INCHES IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 98% MODIFIED PROCTOR TEST. 3. ANY DEEP EXCAVATIONS OR TRENCHES REQUIRED FOR THIS PROJECT DESIGN CRITERIA 1. DESIGN STORM = 100 YEAR FREQUENCY 2. TIME OF CONCENTRATION = 8 HR, 3. INTENSITY (1) = 1.25 IN/HR STORM WATER RETENTION CALCULATIONS IMPERVIOUS AREA: 3,910 S.F RAINFALL INTENSITY: 1.25 IN/HR WATER TABLE: 0.51" NAVD SWALE REQUIRED (C.F): 1.25" X 10,174 F' = 1,060 C.F. 12"/FT SHOULD BE ADEQUATELY SHORED TO PREVENT SANDY ON -SITE SOILS FROM COLLAPSING INTO EXCAVATIONS. ALL APPLICABLE OSHA STANDARDS NOTE: AND REGULATIONS SHOULD BE ADHERE TO FOR THE SAFETY OF PROJECT CONSTRUCTION PERSONNEL CONTRACTOR MUST ADHERE TO ALL RUNOFF WATER SHALL BE CONTAIN INSIDE THE PROPERTY REQUIREMENTS OF FLORIDA TRENCH SAFETY ACT. NOTES: 1. EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATIONS AND HAVE BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. CONTRACTOR TO FIELD VERIFY ANY CONFLICTS WITH TREES AND/OR UTILITIES AND DRAINAGE. CONTRACTOR TO NOTIFY ENGINEER OF ANY CONFUCTS BEFORE PROCEEDING WITH ANY SOLUTION TO THE CONFUCT. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTIUTIES, ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NOT EXPENSE TO THE SUBJECT UTILITY, CALL "SUNSHINE" 48 HOURS BEFORE DIGGING. 4. CONTRACTOR IS TO RESTORE ANY CURB, LANDSCAPE, ASPHALT, ETC. (NOT SCHEDULE FOR DEMOLITION) DAMAGE DURING CONSTRUCTION TO A CONDITION EQUAL TO WHAT IS EXISTING. 5. CONTRACTOR TO GRADE WITH CONSTANT SLOPE FROM THE POINT OF THE HIGHEST ELEVATION TO THE POINT OF THE LOWEST ELEVATION, AS SHOWN ON PLANS. 6. ALL EXISTING AND PROPOSED ELEVATIONS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE BASED ON THE NATIONAL AMERICAN VERTICAL DATUM (NAVD 88). GRADING NOTES 1. UPON DISCOVERY OF A CONFLICT BETWEEN ELEVATIONS OR WHEN A SPECIFIED ELEVATION IS IN DOUBT, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 2. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS HAVE BEEN ISSUED FOR THE PROPOSED WORK DESCRIBED IN THE PLANS. CODE REFERENCES 1. FINISH FLOOR ELEVATION = 11.09' NGVD 2. FLOOD ELEVATION = N/A 3. FLOOD ZONE = X 4. ADJACENT GRADE LEVEL = 9.17' NGVD LEGEND EXISTING GRADE PROPOSED GRADE L ,Q 11.06' 11 10.p6 SWALE 1 1 2 � ' i I 2' VARIES -- 2' l 2 SWALE 1 SECTION TYPICAL DETAIL I N.T.S. 10.17' (�9.17' 1 SWALE 2 2 - -Z I_ 2' VARIES 2' i 3 SWALE 2 SECTION TYPICAL DETAIL N.T.S. 5' SIDE WALK 1 T _ i I I , /NFA SWALE 1 735 FT3 I I 22'_7„ T CONC. WALK I. I I � I �J� I I I I NEW SWIMMING POOL NEW POOL DECK COVERED TERRACE 9.00' I � _ 1 EXISTING ASPHALT DRIVEWAY PL 80.11 2D. " I P I � I op I I I I I I I � ' I I I i I SWALE 2 I I 340 FT3 I 41 �� i PL 80.221 8.5' ASPHALT PAVEMENT HIMNEY I I FD. -- 0Y2" I.P. cb' I I I I I I I I ------------------ I I I 1 I FD. Y2" I.P. 15-0" SECONDARY FRONT SETBACK 1 DRAINAGE PLAN SCALE: 1 /8" = V-0" - R = 25.00' A = 39.16' A = 089044'46" FD. Y2" I. T PQ 0 --CONC. POWER POLE ti NEW SHEET 0 z a m 0 a I 0 d z z Q w 0 c� z 0 m z z D u U 0 z 0 u U z 0 un a n CK n Iz 0 U m 0 z z LI z z O z a 0 0 z q D m 0 IL LI Q Z a v C N d R O UN N CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 M MIAMI, FL 33137 ' H 0:786.773.3090 4) M:954.880.5206 'a john@udbardy.com .V!l, °/" h No.50051 * N E i * Ecr �'•, STATE OF O� F� 0 P, EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z co W Ir- co W W cn ui LU �V z0 p W 05 w o Igo MU) o a _ Qo z Q _ w V G Q z U w 0 O o' d NO. REVISION / ISSUE BUILDING COMMENTS JANUARY 25, 2023 TITLE DRAINAGE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Am3ml MEMI00m A F D. �2 U n� 4 C-D KI 3/32" = 1'--0" C �4 } }.e.- 3/32" = 1'-0" &I+ �rAci.i t < - - _ - x A i i a e • fL' j I ir r tw f n- S - A 'G' h 9a; 9Y e an LOT BUILDING COVERAGE _0 SCALE: 3/32" = 1'-0" 0 w z m 0 w of Q J Cl� CL C.L. �L t- w t- w 0 Z m r� z w 0 cZ z 0 c) 7) E z d U cn D Y) z 0 0 m 0 0 z w Df Ld S F- z 0 w W z Q m Uj r2 ca z c.� m O LLI V) z W EMI Z ■ C ` { a f 4i I 0 U E CA Lic, No. 32310 Cd 425 NE 22nd. c ST. UNIT 403 0) MIAM1, FL 33137 E 'u) 0:786.773.3090 49 M.954.880.5206 'a john@udbardy.com Digitally ,,,,,,,, signed by EDGAR No.5D051 *`-.MUNOZ Date STATE OF 0R19P ` 2023.01.3'0 -05'00' EDGAR IOIIUROZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 V) Ln La C� Q C� i Q Q z i— U LLJ 0 OK a_ TITLE •• z co r f S f LU i a ry ZONING DIAGRAMS & CALCUALTIONS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO 2iami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM �-4 .pd.f r a I 3 V. y i i� +L. + -I E + + i + / + + + + +! + + i l ! d _ 1 p w • S! ,. n.__A I ! r - ; E m � r !'� ..,�� mow'- .,-:F�'�: ``�,Q'��.�1` �� ,I. �• .. � a-0 1 a . I r r u / - - - a e 618 �_i _!.; r` _. •;'fin i � } ° °� 1 n � I z r a % bmFff d,LLJ (75%) n ! l r I Z fit'• � � - i _.71 � k.. 2. . I / 1 I / Z dt" d co < I j. z i) LOT BUILDING COVERAGE_0 �l SCALE: 3/32" = V--0" V O O U fY F— z O O Q L �] of 7 a c� m O z w a z fit. ? r 203 BY: 'I z IJ H a. J D 01 LY O Li W CL Z rL Li.! LLJ T 0 CA Lic, No. 32310 425 NE 22nd. 5T. UNIT 403 MIAMI, FL 33137 0:786.773.3090 Q,1 M:954.880.5206 john@udbardy.com �,R • 4,c E tusk •. 0�'-; �V `,.``, No. 50051 1 ••• STATE OFFr .^V1 0 R �, '•r ��• fff IONAt , f��f��rJJ�ilJtJl.eti>>ti�� ED(3AR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22NR ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 a c a. `0 . ,. ■ �> A ,% .. R �.., < TITLE ZONING DIAGRAMS & CALCUALTIONS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN PWr , No m' DEMOLITION LEGEND EXISTING CONCRETE BLOCK WALL TO REMAIN EXISTING DRYWALL PARTITION TO REMAIN EXISTING DROPPED CEILING TO REMAIN TIT T " T EXISTING CONCRETE BLOCK WALL TO BE REMOVED E _ _ _ _ D EXISTING TO BE REMOVED EXISTING DROPPED CEILING TO BE REMOVED 2 DEMOLITION 2ND FLOOR PLAN I SCALE: 1/4" — 1'-0" DEMOLITION KEY NOTES 1�. REMOVE EXISTING DRYWALL PARTITION. 2. REMOVE EXISTING DOORS 3. WASHER, DRYER, AND UTILITY SINK TO REMAIN 4�. REMOVE EXISTING PLUMBING FIXTURES Al 5❑. REMOVE CONCRETE BLOCK WALL [W:0OD::EElNSTEPS EMOVE WINDOW TO REMAIN 1 8�. REMOVE REFRIGERATOR 9❑ REMOVE WATER HEATER 10. REMOVE MINI SPLIT AT GARAGE AREA it. REMOVE EXISTING ELECTRICAL PANEL "B" 1 12. REMOVE EXISTING CU-1 & CU-2 CHIMNEY LIVING ROOM 6 FAMILY ROOM REF. 10 CU-3 CU-4 - 70 -- II II 11 I I 2 II BEDROOM I I I I s_Gv_,D I �F�FIILE,��JII I 11 II r----- G I 1 1� e ¢ GARAGE BATHROOM i I I Fl I I I1 I I I I I I II—L—J _jI PANEL i t F- L A u KITCHEN r_ [-- 1-- / wH- 5 6 1 / s ll ?e _ rI MOOT 00 [Ell LINEN wa CLOSET ( 'NH FOYER 1> I I �i' i� L I� I 1u�% 12 3 L`�- J-I W CU-2 LAUNDRY RAM Cu-1 D Ir\I L`\ V 12 GUEST BATHROOM 1 DEMOLITION 1ST FLOOR PLAN SCALE: 1/4" = 1'-0" EXISTING ELECTRICAL METER AND DISCONNECT TO REMAIN 5 a w z Q m 0 LJ 0 m a z Q a 0 CD z m m a z V) z 0 0 z 0 U z z 0 U N Q 0 m N z 0 0 m 0 O z Q i tom". C EIiT FEB 40 1, 2023 BY:_ v G .y O v O N CA LiG, No. 32310 425 NE 22nd. = ST. UNIT 403 01 MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 'a john@udbardy.com ```<<�Wulnlnlip�� ENSf. •.� ''. M ` �oC� No.50051 *' v Of FL 0?,\ SSIONPi-� EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 a co W C v- cc co W W co u aiW �Z 12V z0 w p w/ W rn _ C) a ii M _ z �a Q Ld w Q z U w O af 0- NO. REVISION / ISSUE BUILDING COMMENTS 1 JANUARY 25, 2023 TITLE DEMOLITION FLOOR PLAN PROJECT NUMBER 22094 DATE z AUG, 2022 w ~ SCALE a' a AS SHOWN U DWG NO. z 0 m 0 Am5 z Q a w DEMOLITION LEGEND ILL LL LLLIJJI EXISTING CONCRETE BLOCK WALL TO REMAIN EXISTING DRYWALL PARTITION TO REMAIN EXISTING DROPPED CEILING TO REMAIN r n IJ, LLI r I EXISTING CONCRETE BLOCK WALL TO BE REMOVED L L�I.1, LLI . I . I, [ _ = _ = D EXISTING TO BE REMOVED EXISTING DROPPED CEILING TO BE REMOVED L/L! L.L GL LG BFMOOY 3 2 II II 2 i I II A I DEMOLITION 2ND FLOOR PLAN L I SCALE: 1/4' = 1'-0' DEMOLITION KEY NOTES 1❑ REMOVE EXISTING DRYWALL PARTITION. 2❑ REMOVE EXISTING DOORS REMOVE WASHER & DRYER 4❑ REMOVE EXISTING PLUMBING FIXTURES 5❑ REMOVE CONCRETE BLOCK WALL 6❑ REMOVE WINDOW 7❑. REMOVE WOODEN STEPS EREMOVE REFRIGERATOR 9❑ REMOVE WATER HEATER 10. REMOVE MINI SPLIT AT GARAGE AREA 11. REMOVE EXISTING ELECTRICAL PANEL "B" 1 92. REMOVE EXISTING CU-1 & CU-2 3ai 1i'1^ EXISTING ELECTRICAL METER AND DISCONNECT TO REMPJN IS C .. d a+ O O H N CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 MIAMI, FL 33137 'H 0:786.773.3090 d M:954.880.5206 'a john@udbardy.com Digitally „GPR"M�,,,, signed by .....ENSFo-. EDGAR * ` No50051 `;*SMUNOZ =q' % STATE OF 4=Date: 0, , •............-�,�,,.� %,,SONAIti,,o` 2023.01.30 10:53:32 -05'00' EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22NO ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 W W Z Q W H U W O Of i 00 W O 00 r LLI LLI U) LL LLi OC v z O i C:) U) v v NO. REVISION / ISSUE 1Q BUILDING COMMENTS JANUARY 25, 2023 TITLE DEMOLITION FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Qiami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM k-5.pdf 'sxaminer Date Time Stamp Trade Stamp Name -ASTILLO, EDUARDO 4/13/2023 11:22:26 AM HRS Approved E DOOR SCHEDULE SYM. TYPE DOOR W X H� ZE MATERIAL LOCATION REMARKS O SWING DOOR 36" X 80" ALUMINUM /GLASS POOL BATH / GARAGE NEW / EXTERIOR O SLIDING DOOR (2)36" X 80" ALUMINUM/GLASS MASTER BEDROOM NEW / EXTERIOR O SLIDING DOOR (3)36" X 80" ALUMINUM/GLASS FAMILY ROOM NEW / EXTERIOR [� FRENCH DOOR (2)30" X 80" ALUMINUM/GLASS DINING ROOM NEW / EXTERIOR SWING DOOR 32" X 80" HOLLOW CORE POOL BATH / LAUNDRY NEW / INTERIOR POCKET DOOR 32" X 80" HOLLOW CORE GUEST BEDROOM / POOL WC NEW / INTERIOR SWING DOOR 24 X 80" HOLLOW CORE MASTER'S WATER CLOSET NEW / INTERIOR FRENCH DOOR (2)36" X 80' HOLLOW CORE MASTER BEDROOM NEW / INTERIOR O SWING DOOR VARIES EXISTING ALL DOORS, HARDWARE, AND KNOBS MUST BE SELECTED BY OWNER WINDOW SCHEDULE SYM. TYPE DOOR SIZE (W X H) MATERIAL LOCATION REMARKS Q SLIDING DOOR VARIES EXISTING ALL WINDOWS MUST BE SELECTED BY OWNER ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO WOOD JOISTS W/ 1Y4" TYPE W DRYWALL SCREWS 8" O.C. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO THE RIGHT ANGLES TO STUDS WITH 1Y4" TYPE W DRYWALL SCREWS 12" O.C. VERTICAL JOINTS STAGGERED AT 48" ON OPPOSITE SIDES. SOUND TESTED WITH 16" O.C. AND OPEN FACE OF MINERAL FIBER INSULATION BLANKETS TOWARD RESILIENT CHANNEL -SIDE OF STUD SPACE (LOAD -BEARING) PROVIDE 2X6 WD. BLOCKING BETWEEN STUDS. TYPICAL SEALANT CONTINUOUS. — EXISTING WOOD EXISTING WOOD JOIST System Performance 1 HR Fire UL Design No. U311 52 STC Sound SA-830702 TYPICAL SEALANT CONTINUOUS. ATTACH GYP. BOARD VERTICALLY TO WOOD STUDS AND FLOOR AND CEILING RUNNERS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 24" O.C. AT JOINTS AND IN FIELD. BASE LAYER JOINTS STAGGERED ON OPPOSING SIDES OF STUD FACE. FACE LAYER APPLIED VERTICALLY WITH JOINTS OFFSET FROM BASE LAYER JOINTS ATTACHED TO STUDS WITH 1%" LONG TYPE S-12 SCREWS SPACED 12" O.C. AT JOINTS AND IN FIELD. RC-1 RESILIENT CHANNEL SPACED 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF STUDS WITH %" TYPE S DRYWALL SCREWS. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED PARALLEL TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. MINERAL WOOL BATTS TO COMPLETELY FILL THE INTERIOR STUD CAVITY TO A MIN. OF 3" THICKNESS 2"X6" WOOD STUDS AT 16" O.C. NOTE: Xs" VENEER PLASTER FINISH BOTH SIDES 3 1 HR FIRE RATED PARTITION WALL I NTS CONCRETE STAIR, FOR DIMENSIONS, SEE ARCHITECTURAL DWGS #3 CONT. NOSING REBAR 1" CLEAR (TYP.)., 3 . EXISTING GRADE i .a #5 I —I I i NEW #3" x 18 LONG 012' NEW LANDING O.C. DOWELS INSTALLED IN STRUCTURE 3" DEEP HOLES USING EPDXY HILTI RE500 & GROUT I- 1I III III —III —III —III t o• I NEW CONCRETE FOOTING [EXIST. CONCRETE FOOTING BEHIND WELL COMPACTED SOIL NEW CONCRETE FOOTING NEW FOOTING W/ N RE13AR EACH WAY EXISTING GRADE - III- _ JI EXIST. CONCRETE FOOTING BEHIND diami Rade County DepartmeA Resources - Job Copy L123007 k-6.pdf Examiner Date Time Stamp Trade Stamp Name :ASTILLO, EDUARDO 4/13/2023 11:21:50 AM HRS Approved PROPOSED KEY NOTES 1U� NEW DRYWALL PARTITION. 0 NEW DOORS (SEE DOOR SCHEDULE) NEW 1 HR FIRE RATED WALL NEW PLUMBING FIXTURES NEW CONCRETE BLOCK WALL NEW CONCRETE COLUMN NEW WINDOW NEW MILLWORK 9O. NEW WASHER & DRYER 10. NEW SWIMMING POOL ( BY OTHERS) 11. NEW POOL DECK 12 NEW KITCHEN SINK 13. NEW OUTDOOR KITCHEN 14 RELOCATED ELECTRICAL PANEL 15. NEW TANKLESS WATER HEATER NEW FLOORING 17. NEW MINI SPLIT UN MASTER BEDROOM 18 NEW BUILT-IN CABINET IN BEDROOM 2 19. RELOCATED CU-1 & CU-2 20. NEW POOL EQUIPMENT CD NEW CONCRETE SLAB 22, NEW CONC. STEPS LEGEND LL117 EXISTING CONCRETE BLOCK WALL TO REMAIN LL1 LLLIIIIIt NEW CONCRETE BLOCK WALL EXISTING DRYWALL PARTITION TO REMAIN EXISTING 1 HR FIRE RATED WALL NEW 1 HR FIRE RATED WALL EXISTING 2 HR FIRE RATED WALL NEW 2 HR FIRE RATED WALL EXISTING DROPPED CEILING TO REMAIN NEW DROPPED CEILING NEW DROPPED CEILING 0 0 n I PROPOSED SECOND FLOOR PLAN L I SCALE: 1/4" = 1'-0" 0 y 1 PROPOSED FIRST FLOOR PLAN �4' SCALE: 1/4" = 1'-0" 1L METER ONNECT N 0 w z r¢- m 0 w Q 0 m 0- 0- Of z w Of a w O 0 z 0 J m J J Q J F= z z w U O z O F- U z 0 U Ln 0 w D Of I- N z O U w m O E- O z w J 0 O w w of z w w 0 0 Z O J ED m fr O w z z w w I- v C .y d ♦Q .0 O N CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 CO MIAMI, FL 33137 'y 0:786.773.3090 Q� M:954.880.5206 'a john@udbardy.com ,G`PR"M,,, Digitally signed by EDGAR p'•. Date: STATE OF .:� °�F OR O 2023.01.30 o„rONA... ° 10:53:55-05'00' EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 CYi r PW� V '®p � Cy') LLI® LLI' � LL ® Z 0-) C OC O z 0 O W rn = Cy.) V Q NO. REVISION / ISSUE Q BUILDING COMMENTS JANUARY 25, 2023 TITLE PROPOSED FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO DOOR SCHEDULE SYM. TYPE DOOR SIZE (W X H) MATERIAL LOCATION REMARKS WIND PRESSURE D SWING DOOR 36" X 80" ALUMINUM /GLASS SIDE GARAGE NEW / EXTERIOR +43.73 / -57.09 0 SLIDING DOOR (2)36" X 80" ALUMINUM/GLASS MASTER BEDROOM NEW / EXTERIOR +41.66 / -45.55 O3 SLIDING DOOR (3)36" X 80" ALUMINUM/GLASS FAMILY ROOM NEW / EXTERIOR +41,66 / -45.55 4O FRENCH DOOR (2)30" X 80" ALUMINUM/GLASS DINING ROOM NEW / EXTERIOR +42.20 / -46.10 O POCKET DOOR 36" X 92" HOLLOW CORE GUEST BEDROOM NEW / INTERIOR N/A O POCKET DOOR 32" X 80" HOLLOW CORE LAUNDRY NEW / INTERIOR N/A 7O SWING DOOR 24 X 80" HOLLOW CORE MASTERS WC / FAMILY WC NEW / INTERIOR N/A O8 FRENCH DOOR (2)36" X 80" HOLLOW CORE MASTER BEDROOM NEW / INTERIOR N/A O SWING DOOR 30" X 80" FROSTED GLASS CAT II LIVING RM SHOWER NEW / INTERIOR N/A 10 SWING DOOR 30" X 92" HOLLOW CORE GUEST BATHROOM NEW / INTERIOR N/A EO SWING DOOR VARIES EXISTING EXISTING ALL DOORS, HARDWARE, AND KNOBS MUST BE SELECTED BY OWNER 2 WINDOW SCHEDULE SYM. TYPE DOOR SIZE (W X H) MATERIAL LOCATION REMARKS Q SLIDING DOOR VARIES EXISTING ALL WINDOWS MUST BE SELECTED BY OWNER ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO WOOD JOISTS W/ 1Y4" TYPE W DRYWALL SCREWS 8" O.C. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO THE RIGHT ANGLES TO STUDS WITH 1Y4" TYPE W DRYWALL SCREWS 12" O.C. VERTICAL JOINTS STAGGERED AT 48" ON OPPOSITE SIDES. SOUND TESTED WITH 16" O.C. AND OPEN FACE OF MINERAL FIBER INSULATION BLANKETS TOWARD RESILIENT CHANNEL -SIDE OF STUD SPACE (LOAD -BEARING) PROVIDE 2X6 WD. BLOCKING BETWEEN STUDS. TYPICAL SEALANT CONTINUOUS.— S TNW,4U 1 EXISTING WOOD JOIST Svstem Performance 1 HR Fire UL Design No. U311 52 STC Sound SA-830702 TYPICAL SEALANT CONTINUOUS. ATTACH GYP. BOARD VERTICALLY TO WOOD STUDS AND FLOOR AND CEILING RUNNERS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 24" O.C. AT JOINTS AND IN FIELD. BASE LAYER JOINTS STAGGERED ON OPPOSING SIDES OF STUD FACE. FACE LAYER APPLIED VERTICALLY WITH JOINTS OFFSET FROM BASE LAYER JOINTS ATTACHED TO STUDS WITH 1%" LONG TYPE S-12 SCREWS SPACED 12" O.C. AT JOINTS AND IN FIELD. RC-1 RESILIENT CHANNEL SPACED 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF STUDS WITH tY4" TYPE S DRYWALL SCREWS. ONE LAYER %- TYPE X GYPSUM BOARD APPLIED PARALLEL TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. MINERAL WOOL BATTS TO COMPLETELY FILL THE INTERIOR STUD CAVITY TO A MIN. OF 3" THICKNESS 2"X6" WOOD STUDS AT 16" O.C. NOTE: X6" VENEER PLASTER FINISH BOTH SIDES 3 11 HR FIRE RATED PARTITION WALL NTS PROPOSED KEY NOTES 7O. NEW DRYWALL PARTITION. 2O NEW DOORS (SEE DOOR SCHEDULE) 3O NEW 1 HR FIRE RATED WALL NEW PLUMBING FIXTURES O NEW CONCRETE BLOCK WALL NEW CONCRETE COLUMN 7D NEW WINDOW NEW MILLWORK O EXITING WASHER & DRYER TO REMAIN 10. NEW SWIMMING POOL ( BY OTHERS) 11. NEW POOL DECK 12. NEW KITCHEN SINK 13. NEW OUTDOOR KITCHEN 14 RELOCATED ELECTRICAL PANEL 15. NEW TANKLESS WATER HEATER 16. NEW FLOORING 17. NEW MINI SPLIT UN MASTER BEDROOM 18 NEW BUILT-IN CABINET IN BEDROOM 2 19. RELOCATED CU-1 & CU-2 20. NEW POOL EQUIPMENT 21. NEW CONCRETE SLAB 22. NEW WALL MOUNTED TOILET 23. METAL FRAMING AND DRY WALL TO COVER PLUMBING PIPE FROM SECOND FLOOR. LEGEND J_LLLLLLWII EXISTING CONCRETE BLOCK WALL TO REMAIN NEW CONCRETE BLOCK WALL EXISTING DRYWALL PARTITION TO REMAIN NEW DRYWALL PARTITION WALL EXISTING 1 HR FIRE RATED WALL NEW 1 HR FIRE RATED WALL i �77,i EXISTING 2 HR FIRE RATED WALL i NEW 2 HR FIRE RATED WALL Q Q ZPROPOSED SECOND FLOOR PLAN SCALE: 1/4" = 1'-O" EXISTING DROPPED CEILING TO REMAIN NEW DROPPED CEILING NEW DROPPED CEILING Q v v .L METER ONNECT N v C N i0+ R 7; W H IN 08 CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 Cj) MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 "a john@udbardy.com \\�Illllutnu/Ri V * ' No. 50051 '- STATE 0 10NAL E .. EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z co w ® T__ r coco W W u) LL Z Cn O U rn 1% V Z O C:)Ol!Wnn O = C/) V Q co Q NO. I REVISION / ISSUE BUILDING COMMENTS 1 JANUARY 25, 2023 QBUILDING COMMENTS 2 MARCH 31, 2023 TITLE PROPOSED FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO 1 PROPOSED FIRST FLOOR PLAN SCALE: 1 /4" = 1'-O" DOOR SCHEDULE SYM. TYPE DOOR SIZE (W X H) MATERIAL LOCATION REMARKS O SWING DOOR 36" X 80" ALUMINUM /GLASS SIDE GARAGE NEW / EXTERIOR O SLIDING DOOR (2)3C X 80" ALUMINUM/GLASS MASTER BEDROOM NEW / EXTERIOR SLIDING DOOR (3)W X 80" ALUMINUM/GLASS FAMILY ROOM NEW / EXTERIOR 0 FRENCH DOOR (2)30" X 8O" ALUMINUM/GLASS DINING ROOM NEW / EXTERIOR O POCKET DOOR 36" X 92" HOLLOW CORE GUEST BEDROOM NEW / INTERIOR 6O POCKET DOOR 32" X 80" HOLLOW CORE LAUNDRY NEW / INTERIOR SWING DOOR 24 X 80" HOLLOW CORE MASTER'S WC / FAMILY WC NEW / INTERIOR O FRENCH DOOR (2)36" X 80" HOLLOW CORE MASTER BEDROOM NEW / INTERIOR O SWING DOOR 30" X 80" FROSTED GLASS CAT II LIVING RM SHOWER NEW / INTERIOR 10 SWING DOOR 30" X 92" HOLLOW CORE GUEST BATHROOM NEW / INTERIOR SWING DOOR VARIES EXISTING ALL DOORS, HARDWARE, AND KNOBS MUST BE SELECTED BY OWNER WINDOW SCHEDULE DOOR SIZE SYM. TYPE (WXH) MATERIAL LOCATION REMARKS Q SLIDING DOOR VARIES EXISTING ALL WINDOWS MUST BE SELECTED BY OWNER \/ \/ \/ V\/ ONE LAYER %' TYPE X GYPSUM BOARD APPLIED TO WOOD JOISTS W/ %44" TYPE W DRYWALL SCREWS 8" O.C. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO THE RIGHT ANGLES TO STUDS WITH tY," TYPE W DRYWALL SCREWS 12" O.C. VERTICAL JOINTS STAGGERED AT 48" ON OPPOSITE SIDES. SOUND TESTED WITH 16" O.C. AND OPEN FACE OF MINERAL FIBER INSULATION BLANKETS TOWARD RESILIENT CHANNEL -SIDE OF STUD SPACE (LOAD -BEARING) PROVIDE 2X6 WD. BLOCKING BETWEEN STUDS. TYPICAL SEALANT CONTINUOUS. — EXISTING WOOD EXISTING WOOD JOIST Svstem Performance 1 HR Fire UL Design No. U311 52 STC Sound SA-830702 TYPICAL SEALANT CONTINUOUS. ATTACH GYP. BOARD VERTICALLY TO WOOD STUDS AND FLOOR AND CEILING RUNNERS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 24" O.C. AT JOINTS AND IN FIELD. BASE LAYER JOINTS STAGGERED ON OPPOSING SIDES OF STUD FACE. FACE LAYER APPLIED VERTICALLY WITH JOINTS OFFSET FROM BASE LAYER JOINTS ATTACHED TO STUDS WITH 1%" LONG TYPE S-12 SCREWS SPACED 12" O.C. AT JOINTS AND IN FIELD. RC-1 RESILIENT CHANNEL SPACED 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF STUDS WITH %44" TYPE S DRYWALL SCREWS. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED PARALLEL TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESILIENT CHANNELS. MINERAL WOOL BATTS TO COMPLETELY FILL THE INTERIOR STUD CAVITY TO A MIN. OF 3" THICKNESS 2"X6" WOOD STUDS AT 16" O.C. NOTE: Ys" VENEER PLASTER FINISH BOTH SIDES 3 11 HR FIRE RATED PARTITION WALL NTS PROPOSED KEY NOTES O NEW DRYWALL PARTITION, 2O NEW DOORS (SEE DOOR SCHEDULE) 3O. NEW 1 HR FIRE RATED WALL O NEW PLUMBING FIXTURES NEW CONCRETE BLOCK WALL NEW CONCRETE COLUMN 7O NEW WINDOW NEW MILLWORK 0 EXITING WASHER & DRYER TO REMAIN 10. NEW SWIMMING POOL ( BY OTHERS) it. NEW POOL DECK 12. NEW KITCHEN SINK 13, NEW OUTDOOR KITCHEN GD RELOCATED ELECTRICAL PANEL 15. NEW TANKLESS WATER HEATER 16. NEW FLOORING 17 NEW MINI SPLIT UN MASTER BEDROOM 18 NEW BUILT—IN CABINET IN BEDROOM 2 r D CU—i & CU-2L EQUIPMENTCRETE SLAB L MOUNTED TOILET RAMING AND DRY WALL TO COVER PIPE FROM SECOND FLOOR. IY1 LI LEGEND J_L1J_LJ_LI I I EXISTING CONCRETE BLOCK WALL TO REMAIN 11 [LUIT NEW CONCRETE BLOCK WALL EXISTING DRYWALL PARTITION TO REMAIN NEW DRYWALL PARTITION WALL EXISTING 1 HR FIRE RATED WALL NEW 1 HR FIRE RATED WALL EXISTING 2 HR FIRE RATED WALL NEW 2 HR FIRE RATED WALL - - - - - - EXISTING DROPPED COILING TO REMAIN NEW DROPPED CEILING NEW DROPPED CEILING L/ all I PROPOSED SECOND FLOOR PLAN AN I SCALE: 1/4" = 1'-0" - VI 1 9 PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" ©� H EXISTING ELECTRICAL METER AND DISCONNECT TO REMAIN +9.47' NGVD GRADE FEB 2 0 w z m 0 w Of a 0 0 of d n z z w a w 0 c� z 0 M m J J z 0 z w O O z 0 O co z 0 U 0 0 w U) z z 0 U w m O O Z w ¢ n rn w Of 0 0 0 z a w z 1— 0 w 0 0 CL o_ v d .1+ N N CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 MIAMI, FL 33137 "0) W 0:786.773.3090 d M:954.880.5206 john@udbardy.com. +��GAR ��uluunuu� ` 410ErVs .NO * No. 50051 % ��,o�OREDP�`` EN�,.�O� ']h ton m 100\ EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 w ® M coco IL! U) LL_ a'Ljj VIZ w of Ix V Z ® III q _ co (V.) V Q V NO. I REVISION / ISSUE BUILDING COMMENTS JANUARY 25, 2023 TITLE PROPOSED FLOOR PLAN ?y/ __7 PROJECT NUMBER. O 3 22094 w DATE z AUG, 2022 w SCALE AS SHOWN 0 O DWG NO. z 0 J M m w0 A=6. a- z w w 28 SQ.FT. /12�SLOf -----------------------------------------------------------------------------------/- -I I I I I I I I 4/12 SLOPE I I I I I , I I I i I I I I , I I I II I I I I EXISTING HIP I ROOF II I II ,I II I� I I I I II IL I I � 852 SQ.FT. I I II II I I� , I I I I I ------------------------------------------ ---------------- EXISTING PARAPET ROOF 0 440 SQ.FT. EXISTING BALCONY A 416 SQ.FT. A 1/4 SLOPE EXISTING LOW SLOPE ROOF 0 340 SQ.FT. EXISTING ROOF AREAS TO REMAIN • TOTAL HIP ROOF AREA: 1,576 SQ. FT. • TOTAL GABLE ROOF AREA: 310 SQ. FT. • TOTAL FLAT ROOF AREA: 1,224 SQ. FT. • TOTAL ROOF AREA- 3110 SO FT ___-__—____--_—.—_—_--_ ,. I I I f I I I I I I I i I I I l I I I I I I i I I I I I I I I I I I I I I I I EXISTING HIP ROOF 4/12 -r-S--L-OPE - - - - - - - - - - - -------- - - - -- - - - -- -- EXISTING SQG.FATB. LE 1IIIIIIIII I--------------------- II,IIIIII I END ROOF I I I i I J I I I I 4/12 SLOPE I I I I 1 I ---- L-----__--_- 1 EXISTING ROOF PLAN SCALE: 1/4" = 1'—O" t; N tC H N CA Lic, No. 32310 425 NE 22nd. i ST. UNIT 403 a) MIAMI, FL 33137 'y 0:786.773.3090 Q) M:954.880.5206 'a john@udbardy.com a"'�"II,, ' ,, o . !V �P. 0r, �CENSF No.50051 ; EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 W C r cc coco co W Lu Z � y W �v zQ N w O Lu 2 � Q Igo a �,•� � z V a Q Q w z z c) w 0 w NO. I REVISION / ISSUE BUILDING COMMENTS MARCH 31, 2023 TITLE EXISTING FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. Am7 OIL EL. 36.09' NGVD TOP OF CHIMNEY _ h EL. 29.09' NGVD T.O. ROOF EAVE EL. 20.09' NGVD T.O. 2ND FLOOR oL EL. 11.09' NGVD F. F. E LEV _ EL. 10.06' NGVD GRADE ELEV. v .= to t6 O U) O CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 V john@udbardy.com \,,,,,,,PR,,�U -v�GENSFNO%�j% * : No. 50051 : STATE OF c� ""'o S/ONA'L 'runnun��a EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 U) V) w or 0 a z Z W z z U w O r d TITLE M W Z 0 rn (y) 00 C'7 r M M J LL 07 LL I ry O Cn Q WE ELEVATIONS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN 01"MmRf a w V) w EXISTING HIP ROOF TO REMAIN (SPANISH TILE) - EXISTING CONC. BLOCK WALL TO REMAIN (WHITE PAINT) EXISTING WINDOW TO REMAIN �r��,�� lii ill iil 0 EXISTING WINDOW TO BE 'BLOCKED UP y EXISTING CANOPY h� TO REMAIN (SPANISH TILE) - EXISTING WINDOW TO REMAIN W EXIST. CHIMNEY TO REMAIN (WHITE PAINT) EXISTING HIP ROOF TO REMAIN (SPANISH TILE) O *6 �� -I- I EXISTING CONC. BLOCK EXISTING WALL TO REMAIN QE WINDOW TO REMAIN (WHITE PAINT) EXISTING GABLE END ROOF TO REMAIN (SPANISH TILE) —TO REMAIN EXISTING WINDOW - - - EL. 36.09' NGVD TOP OF CHIMNEY EL. 29.09' NGVD T.O. ROOF EAVE 0 EL. 23.59' NGVD ROOF TOP PARAPET � N _ EL. 20.09' NGVD T.O. 2ND FLOOR I EXISTING o 0 0 Q WINDOW TO (�) REMAIN o 0') �i � 5 .;` / -- @e�.;<`t,@b°'.p.;�{�' _ f°�q.,•cC _ 9�/`, .11. � 9; ..va a � � .a ., s% M1 . � - _ _ ,,�aJa';�' Y ; �o{• t CSC - _ - _ _ _ _ ! - - - - .. - — - - - - _ - - _ - - - - - - - — - - -- - - - - - _. - EL, 11.09' NGVD HIGHEST F.F.ELEV EL. 10.59' NGVD LOW F.F.ELEV. - - EL. 10.06' NGVD HIGHEST GRAD ELEV. W Z Q m 0 w N J Q (r a a 4 z Z (r Q a w a O z a D m J J Q J z Z N z Z W D U 0 O 0 Z co U K I- z Z O O In Q 0 w of0 z Z O U w m O O z w Q w r z O w W z w g of K d w O O z 0 J En of O Li Q z Z g a w N w 2 H U .c to d O IA (A m CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 �} MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 'a john@udhardy.com `k�ikuuulllnn„ F' M EN.� _ No . 0 * =N o: SSP�EO�P. C� �O• FLO.. ��SS IONP�o�°, EDGAR MUNOZO P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 0c) ® co W e— coco W W Cn H Z M tip LU ry 0 z pW rn= Q Q a Z Q W 2 Q z f— U W 7 O L1' D_ NO. REVISION / ISSUE QBUILDING COMMENTS 1 JANUARY 25, 2023 TITLE ELEVATIONS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. EXISTING HIP ROOF TO REMAIN (SPANISH TILE) - EXISTING CONC. BLOCK !_ WALL TO REMAIN (WHITE PAINT) i EXIST. WOOD FENCE TO EXIST. DOOR REMAIN TO REMAIN - O EXISTING CONC. BLOCK WALL TO REMAIN (WHITE PAINT) Oj EXIST. DOOR TO BE REMOVED EXISTING HIP - — - — - — - _ EL. 36.09' NGVD ROOF TO REMAIN TOP OF CHIMNEY (SPANISH TILE) EXIST. CHIMNEY TO REMAIN v_ (WHITE PAINT) I ^ o - — - — - — - — _ --_ _ � EL. 29.09' NGVD EXIST. DOOR T.O. ROOF EAVE EXISTING WINDOW TO REMAIN TO REMAIN Q � I EL. 23.59' NGVD Cl4 ROOF TOP PARAPET 1 o - — - — - — — - — _ ______ EL. 20.09' NGVD EXISTING WINDO EXISTING WINDOW I' T.O. 2ND FLOOR TO REMAIN TO REMAIN 0 \l� EXISTING CONC. BLOCK WALL TO REMAIN (WHITE PAINT) o 0 "-n-�o EL. 11.09' NGVD F.F.ELEV EL. 10.59 NGVD u'MINI---_—_—_ -------- - — - — - - L.F.ELEV. --- EVIOTIAII.. I "n EL. 9.50' NGVD EXISTING SOUTH ELEVATION GARAGE ELEV. SCALE: 1 /4" = t °-o" \ EL. 9.25' NGVD Y GRADE ELEV. wlv�. owvn WALL INFILL PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" — _ — EL. 36.09' NGVD TOP OF CHIMNEY - — - — EL. 29.09' NGVD T.O. ROOF EAVE _ — EL. 23.59' NGVD Y ROOF TOP PARAPET EL. 20.09' NGVD T.O. 2ND FLOOR EL. 11.09' NGVD F. F. ELEV EL 10.59' NGVD L.F. ELEV. _ EL. 9.75' NGVD MECHANICAL EQUIP. ELEV. �OL EL. 9.50' NGVD \ GARAGE ELEV. \ EL. 9.25' NGVD — GRADE ELEV. 0 W z m 0 w co J Q 0 a_ a a z z w g 0- CD z 0 J_ m CO J J Q J H Z N z Z W U 0 0 Z 0 C) D z U U In Q 0 W z 0 U W m O H O Z LJ K ¢ J Z 0 W w Of z W a W 0 z Z J_ D m Of 0 lY ¢ z Z cn W W .� U)pv. t� O M t4 CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 IM MIAMI, FL 33137 'U) 0:786.773.3090 Q) M:954.880.5206 'D john@udbardy.com ``"�uuuuuui„� * No. S0051 * " t - STATE OF F3< OR IV AV ONAL EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 Lu _ C'7 r � y M ® Z � U) p� ti z V) Of ® LU rn co 2 Q a� Z> Q Q uj w z z r V w 0 O OL a TITLE ELEVATIONS 'ROJECT NUMBER 22094 )ATE AUG, 2022 >CALE AS SHOWN )WO NO. Am10 EXIST. GABLE END ROOF TO REMAIN (SPANISH TILE) EXISTING HIP ROOF TO REMAIN (SPANISH TILE) - EXISTING N TO REMAIN Q EXISTING WOOD FENCE TO REMAIN EXISTING WI TO REMAIN EXISTING CONC. BLOCK WALL (WHITE PAINT) -- --� EXISTING WINDOW- - TO REMAIN REMAIN —� 11 �r�r� I r-Ir�r I I EXIST. DOOM II II III II II II i II II I I I II II I TO BE II. 9 9 91 19F4II REMOVED II I I I I I jl II h I II II I I wj LL_JL----LJLJL-y u I EXIST.II I II CU-1 III u _ CU-1 & CU-2 TO BE RELOCATED - EXIST. CU-2 EXIST. COLAW TO REMAIN SLAB TO REMAIN - EXIST. TO BE EXIST. COLUMN TO REMAIN _- —_ - — -- _ - - -— EL. 36.09' NGVD TOP OF CHIMNEY J \ 0 Q0 EXISTING HIP ROOF TO REMAIN (SPANISH TILE)_ _ _ o v h EL. 23.59' NGVD ROOF TOP PARAPET -� o _ EL. 20.09' NGVD T.O. 2ND FLOOR EXIST, AIL WEXISTING ELECTRICAL o 8{OCK INAI_L TO - \ REMOVED METER TO REMAIN B' EXISTING CONC, BLOCK WALL o 1 ,L EL. 11.09' NGVD (WHITE PAINT) \ F.F.ELEV 10.59NGVD CD EXISTING WOOD L.F.ELEV. «<\ FENCE TO REMAIN ...... IN IN _ h EL. 9.66 NGVD EXIST. COLUMN -NNNN \ MECHANICAL EQUIPMENT TO REMAIN \ h EL. 9.50' NGVD EXISTING WEST ELEVATION GARAGE ELEV. SCALE: 1/4" = 1'-O" \k EL. 9.25' NGVD 2 LPROPOSED WEST ELEVATION SCALE: 1 /4" = V-O" EL. 36.0& TOP OF-( EL. 29.09' NG` - - — OL EL. 23.59' NGVD ROOF TOP PARAI h EL. 20.09' NGVD T.O. 2ND FLOOR EL. 11.09' NGVD Y F.F.ELEV / lk EL. 10.59' NGVD //' . LF.ELEV. DEL. 10.05' NGVD LOW POOL DECK \ EL. 9.50' NGVD GARAGE ELEV. \ h EL. 9.25' NGVD FEB 2 0 jE3Y: w m 0 0 Z w Q r z O w z w K w 0 0 Z J m m of 0 rr tn z a w W j IC sm R O N N R CA Lie. No. 32310 ad 425 NE 22nd. = ST. UNIT 403 0) MIAMI, FL 33137 'y 0:786.773.3090 Qt M:954.880.5206 '✓Q john@udbardy.com `"`�I W I I I u rrpiq i �LENSF •.f ''' N * N0.50051 STATEOP FSSIONPL� nnnn111 1 000 EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z CO 0 co V co Cn lL ® > �Z p0jtn U Z Q N ® W _ ILLI nf U) o o z w C V Q z U w 0 O d NO. REVISION / ISSUE Q BUILDING COMMENTS JANUARY 25, 2023 TITLE ELEVATIONS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO mm V DRYWALL CEILING ON 1X2 WD. FURRING STRIPS ATTACH 2X4 WD. PLATE TO BOTT. CORD OF ROOF TRUSSES USING JIO-16 SCREWS EACH STUD LOCATION PROVIDE 2X4 WD. BLOCKING BETWEEN )C THICK GYPSUM BOARD 2X4 PT. WOOD PLATE ATTACHED TO EXISTING 6" OONC. SLAB TYPICAL SEA" CONTINUOUS. - EXISTING WOOD JOIST FRAMING i NOTE WALL TO BE COMPOUNDED TAPED AND SANDED. ATTACH WALLBOARD TO WOOD STUDS AND FLOOR AND COUNG RUNNERS WITH 1' LONG TYPE S SELF TAPPING STEEL SCREWS O 6" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD. NOTE JOINT TAPE & COMPOUND -VINYL, DRY OR PREMIXED JOINT COMP., APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS: PAPER TAPE, 2" WIDE EMBEDED R1 FIRST LAYER OF COMPOUND OVER ALL JOINTS. PRIME & PAINT WITH HIGH GLOSS WASHABLE EPDXY AS SPECIDED BY MANUFACTURER. 2X4 WOOD STUDS 016b.C. POWER ACTIVATED FASTENERS AT 24'0.C.,SHDT 22 CAIBER BROWN SHOT #22C2 FAST. SPWIDO 1' LONG x 144"0 HEAD 0.303°0 AS MANUFACTURED BY REMINGTON FINISHED FLOOR PARTION WALL DETAIL 5 N.T.S. ONE LAYER X" TYPE X GYPSUM BOARD APPLIED TO WOOD JOISTS W/ 1Y4" TYPE W DRYWALL SCREWS 8" O.C. — ONE LAYER %" TYPE X GYPSUM BOARD APPLIED TO THE RIGHT ANGLES TO STUDS WITH 1Y4" TYPE W DRYWALL SCREWS 12" O.C. —� VERTICAL JOINTS STAGGERED AT 48" ON OPPOSITE SIDES. SOUND TESTED WITH 1C O.C. AND OPEN FACE OF MINERAL FIBER INSULATION BLANKETS TOWARD RESILIENT CHANNEL -SIDE OF STUD SPACE (LOAD -BEARING) PROVIDE 2X6 WD. BLOCKING BETWEEN / STUDS. TYPICAL SEALANT CONTINUOUS. EXISTING WOOD EXISTING WOOD JOIST Svstem Performance 1 HR Fire UL Design No. U311 52 STC Sound SA-830702 TYPICAL SEALANT CONTINUOUS. ATTACH GYP. BOARD VERTICALLY TO WOOD STUDS AND FLOOR AND CEILING RUNNERS WITH 1" LONG TYPE S-12 STEEL SCREWS SPACED 24" O.C. AT JOINTS AND IN FIELD. BASE LAYER JOINTS STAGGERED ON OPPOSING SIDES OF STUD FACE. FACE LAYER APPLIED VERTICALLY WITH JOINTS OFFSET FROM BASE LAYER JOINTS ATTACHED TO STUDS WITH 1%w LONG TYPE S-12 SCREWS SPACED 12" O.C_ AT JOINTS AND IN FIELD. RC-1 RESILIENT CHANNEL SPACED 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF STUDS WITH 1Y4" TYPE S DRYWALL SCREWS. ONE LAYER %" TYPE X GYPSUM BOARD APPLIED PARALLEL TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESIUENT CHANNELS. MINERAL WOOL BATTS TO COMPLETELY FILL THE INTERIOR STUD CAVITY TO A MIN. OF 3" THICKNESS 2"X6" WOOD STUDS AT 16" O.C. NOTE: X6" VENEER PLASTER FINISH BOTH SIDES 1 HR FIRE RATED INSULATED WALL I 3 N.T.S. EXISTING RDOF STRUCTURE AL SEALANT CONTINUOUS. NEW PAINTED CEILING.. jH METAL RUNNER 25 GA. GALV STEEL, RETURN WDTI 3° LEG 14 GA SUP RUNNER POWDER ACTNATEO FASI JW LEG)SHOT VIFLOOR 22 CALIBERi BROWN SHOT )E22C2 FiRUNNER. x 0.145"0 HFAD 0.3'0PING W OF LATERAL BRACING WITHIN 12" OF USE 1Y4" 20 GAUGE FLAT EACH SIDEBY RAMSET (TYP.) ANCHORAGE NOTE.I WHEN THE SLABS ARE POST TENSIONED,j'_ USE THE STANDARD GRILLED ANCHORAGE WITH A MAXIMUM EMBEDMENT OF Xe° TO Y4" TR : I ` H WALLBOARD TO STEEL STUDS AND AND COUNG RUNNERS WITH 1" LONG TYPE S SELF TAPPING STEEL SCREWS 0 8" O.C. ALONG EDGES OF BOARD AND 12' O.C. IN THE FIELD OF THE BOARD. THAT MEET MINIMUM LATERAL LIVE LOAD I I REQUIREMENTS FOR INTERIOR NON -LOAD BEARING PARTITION WALLS. DO NOT USE POWERED-ACTUARED ANCHORS. I. :INOM I ' JOINT TAPE & COMPOUND -VINYL, DRY OR PREMIXED JOINT COMP., APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2' WIDE EMBEDED IN FIRST mm LEAVE 1" BETWEEN STUD AND TOP RUNNER. LAYER OF COMPOUND OVER ALL JOINTS. DO NOT SCREW SUP RUNNER TO STUDS. 1 1 I I PRIME & PANT WITH HIGH GLOSS WASHABLE I I I I EPDXY AS SPECIFIED BY MANUFACTURER. Xr THICK GYPSUM I I i 1 3-W METAL STUDS 016'O.C. 20 BOARD I I I I GAUGE,% LEGS, %- RETURN. I POWDER ACTIVATED FASTENERS AT 24"O.C.,SHOT 22 TAUBER BROWN SHOT METAL TRACK j I}22C2 FAST. SPW100 1' LONG x 144"0 25 G GHV HEAD 0.303"0 AS MANUFACTURED BY STEEL 1°�HI REMINGTON RETURN LEGS. TYPICAL SSTT I / I I FINISH FOOR CONTINUOUS. 1 NOTE: WALL TO BE COMPOUNDED TAPED AND SANDED. METAL PARTITION WALL DETAIL 4 N.T.S. U.L. DESIGN No. U914 CONCRETE BLOCKS MORTAR Q A �Eff <�a W E " u� ti " ° GYPSUM BOARD FURRING CHANNELS CHANNEL FASTENERS WALLBOARD FASTENERS 24 in (610 mm] 1. CONCRETE BLOCKS* -VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. _ 2 PAARTSMORTARCLEANOCKS SHARP ID IN SANDFULL BED OF TO 11 PART PORTLND OCEM CEMENT IN. (PROPORTIONEDNOT BY LESS VOLUME) AND/NOTAND MORE THANMORE 50THAN PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. FURRING CHANNELS -MIN 0.019 IN. THICK (25 GAUGE) GALV STEEL, 1-3/8 IN. WIDE ON TOP AND 2-9/16 IN. OR 2-3/4 IN. OR 2-23/32 IN. WIDE AT BOTTOM BY 7/8 IN. DEEP. SPACED 24 IN. OC PERPENDICULAR TO FLOOR WITH A CHANNEL PARALLEL TO AND APPROXIMATELY 3 IN, ABOVE FLOOR AND 3 IN. BELOW CEILING. CLEARANCE BETWEEN VERTICAL AND HORIZONTAL CHANNELS 1/2 IN, 4. CHANNEL FASTENERS - 1-1/4 IN. LONG MASONRY SCREWS WITH 3/16 IN. BODY AND 5/16 IN, DIAMETER HEAD. FASTENERS SPACED 24 IN. O.C. WITH THE FASTENERS STAGGERED ON EACH LONG LEG OF THE FURRING CHANNEL. 4A. STEEL FRAMING MEMBERS* -ALTERNATE METHOD USED TO ATTACH FURRING CHANNELS (ITEM 3) TO CONCRETE BLOCKS (ITEM 1). CLIPS SPACED 48 IN. OC., AND SECURED TO BLOCKS WITH 1/4 IN. DIA. BY 3 IN. LONG CONCRETE EXPANSION ANCHOR (ITEM 4B) THROUGH THE CENTER GROMMET. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN, AND TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 SWG GALV STEEL WIRE NEAR EACH END OF OVERLAP. AS AN ALTERNATE, ENDS OF ADJOINING CHANNELS MAY BE OVERLAPPED 6 IN, AND SECURED TOGETHER WITH TWO SELF -TAPPING #6 FRAMING SCREWS, MIN. 7/16 IN. LONG AT THE MIDPOINT OF THE OVERLAP, WITH ONE SCREW ON EACH FLANGE OF THE CHANNEL. FURRING CHANNELS ARE FRICTION FITTED INTO CUPS. RSIC-1 CLIP FOR USE WITH 2-9/16 IN. WIDE FURRING CHANNELS. RSIC-1 (2.75) CLIP FOR USE WITH 2-23/32 IN. WIDE FURRING CHANNELS. PAC INTERNATIONAL L L C -TYPES RSIC-1, RSIC-1 (2.75). 4B. CONCRETE EXPANSION ANCHOR -(NOT SHOWN) - 1/4 IN. DIA. BY 3 IN. LONG CARBON STEEL, PRE -ASSEMBLED, NAIL DRIVE EXPANSION ANCHOR WITH MUSHROOM HEAD DRIVEN INTO THE WEB OF THE CONCRETE BLOCK. MIN. EMBEDMENT IN CONCRETE BLOCK OF 1-3/8 IN. AND EVALUATED IN ACCORDANCE WITH ASTM E 488 TO HAVE ULTIMATE LOAD CAPACITIES OF 980 LBS (TENSION) AND 1400 LBS (SHEAR) WHEN USED IN 2000 PSI CONCRETE. 4C. STEEL FRAMING MEMBERS* -(NOT SHOWN) -ALTERNATE METHOD USED TO ATTACH FURRING CHANNELS (ITEM 3) TO CONCRETE BLOCKS (ITEM 1). CUPS SPACED 48 IN. DC., AND SECURED TO BLOCKS WITH 1/4 IN. DIA. BY 3 IN. LONG CONCRETE EXPANSION ANCHOR (ITEM 4B) THROUGH THE CENTER HOLE. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN. TIED TOGETHER WITH DOUBLE STRAND OF NO. 18 AWG GALVANIZED STEEL WIRE.FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. STUDCO BUILDING SYSTEMS -RESILMOUNT SOUND ISOLATION CLIPS - TYPE A237R 4D. STEEL FRAMING MEMBERS* -(NOT SHOWN) -ALTERNATE METHOD USED TO ATTACH FURRING CHANNELS (ITEM 3) TO CONCRETE BLOCKS (ITEM 1). CUPS SPACED 48 IN. DC., AND SECURED TO BLOCKS WITH 1/4 IN. DIA. BY 3 IN. LONG CONCRETE EXPANSION ANCHOR (ITEM 4B) THROUGH THE CENTER HOLE. ENDS OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN. TIED TOGETHER WITH DOUBLE STRAND OF N0. 18 AWG GALVANIZED STEEL WIRE. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. REGUPOL AMERICA -TYPE SONUSCLIP 5. GYPSUM BOARD* - 1/2 IN. THICK, 4 FT WIDE, SECURED TO FURRING CHANNELS WITH WALLBOARD FASTENERS (ITEM 6). GYPSUM PLASTER NOT MORE THAN 1/16 IN. THICK MAY BE APPLIED TO WALLBOARD IN ADDITION TO JOINT TREATMENT. ACADIA DRYWALL SUPPLIES LTD -TYPE C. AMERICAN GYPSUM CO -TYPES AG-C. CERTAINTEED GYPSUM INC -TYPE C. CGC INC -TYPES C, IP-X2, IPC-AR, CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -TYPE LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C -TYPES 5, DAPC, TG-C. NATIONAL GYPSUM CO -TYPES EXP-C, FSK-C, FSW-C, FSMR-C. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -TYPE PG-C. PANEL REY S A -TYPE PRC THAI GYPSUM PRODUCTS PCL -TYPE C. UNITED STATES GYPSUM CO -TYPES C, IP-X2, IPC-AR. USG BORAL DRYWALL SFZ LLC -TYPE C USG MEXICO S A DE C V -TYPES C, IP-X2, IPC-AR. 5A. GYPSUM BOARD* -(AS AN ALTERNATE TO ITEM 5) -5/8 IN. THICK. INSTALLED AS DESCRIBED IN ITEM 5. NATIONAL GYPSUM CO -TYPE FSMR-C. 6. WALLBOARD FASTENERS - 1 IN. LONG, SELF -DRILLING, SELF -TAPPING STEEL SCREWS WITH BUGLE HEADS. FASTENERS ATTACHED TO EACH FURRING CHANNEL AND SPACED 8 IN. OC AT BUTT JOINTS AND 12 IN. OC IN THE FIELD OF THE BOARD PARALLEL WITH FURRING CHANNELS. CLEARANCE BETWEEN FASTENERS AND EDGES OF WALLBOARD 3/4 IN. 7. JOINT SYSTEM -(NOT SHOWN) -PAPER TAPE EMBEDDED IN CEMENTITIOUS COMPOUND OVER JOINTS. PAPER TAPE AND EXPOSED SCREW HEADS COVERED WITH TWO LAYERS OF COMPOUND. EDGES OF COMPOUND FEATHERED OUT. 1 CONCRETE EXTERIOR WALL DETAIL N.T.S. ,EA GRAVEL OR SIMILAR IATERIAL TO COVER SEEP IDLES 2 SHOWER DETAIL N.T.S. JPPER SECTION OF DRAIN 4DJUST TO HEIGHT OF TILE NEW SHEET 0 w z m 0 w J 0 a a z w C d w 0 0 z 0 M m J ¢ J z z z w 0 0 0 z 0 0 N z 0 U V) 0 w D Of co z 0 0 w On 0 I- 0 z w ¢ J z U w w rc z w 1- ¢ a w 0 CD z 0 J_ D m 01 w a v z a a L� v s v .y a.r .O N N CA Lic. No. 32310 46 425 NE 22nd. C ST. UNIT 403 MIAMI, FL 33137 "y 0:786.773.3090 d M:954.880.5206 john@udbardy.com EDGAR MUNOZ, P.E. FLLIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, F . 33137 PONE: 786.773.3090 In w 0 0 z w z z U Ld O a_ d Z 00 W 0 T L+ V ® �Z 0) > co rnU) Cy') (y) LL ® V W,pp V � V 5c ce) Q NO. I REVISION / ISSUE QBUILDING COMMENTS 2 MARCH 31, 2023 TITLE DETAILS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Aml 2 LL w 0 w #5 DRILL & EPDXY EXISTING BEAM. #5 DRILL & EPDXY 6" MIN. INTO BEAM 6" MIN. INTO BEAM \\\ J ��\ x\ \ 2 #5 REBAR & #3 TIES 2 #5 REBAR ` �I �� ® 8" O.0 & #3 TIES 8" O.0 DOOR OPENING` \ EXISTING �A� EXISTING MASONR\ �, MASONRY Y \ WALL TO WALL TO� REMAIN. REMAIN #5 DRILL & EPDXY ., \ l „ 2'-6" LAP I � INTO I N. 2 — BEAM #5 DRILL & EPDXY 6" MIN. INTO FOOTING EXIST. TI INFILL A BLOCK, No. 9 G DOR-O- EVERY C COURSE. EXISTING WALL TC EXIST. C( FOOTI N G -J 6' FIELD VERIFY. 3 NEW DOOR OPENING N.T.S. 4 FILLING EXIST. WINDOW OPENING N.T.S. II EXISTING FOOTING. #5 DRILL & EPDXY 6" MIN. INTO BEAM �— \_ 2'-6" LAP \. FIELD VERIFY. 2 #5 REBAR V ` & #3 TIES 0 8" 0. EXISTING MASONRY WALL TO REMAIN. FIELD VERIFY. 2'-6" LA #5 DRILL & EPDXY 6 MIN. INTO �I FOOTING EXISTING BEAM. 6" �R #5 REBAR \\\l �2'-6" LAP FIELD VERIFY. 1 NEW WINDOW OPENING N.T.S. EXIST. DOOR OPENING BOTTOM OF EXIST. BEAM 22 GAUGE CORRUGATED DOVETAIL ANCHORS EVERY SECOND COURSE #5 FULLY HEIGHTIN BLOCK CELL FILLED WITH 3000 PSI PUMP MIX. OX"1 / �� '7L LEAVE ONE FACE OF BLOCK OPEN CONNECT EACH ANCHOR TO EXIST. WALL WITH NEW BLOCK (2)316 X 2" TAPCONS WALL WALL TO REMAIN EXIST./ BLOCK 9 GAGE JOINT REINF., TRUSS TYPE AT EVERY ` SECOND COURSE DRILL 6" INTO EXISTING CONC. FOOTING BELOW / & EXIST. CONC. BEAM ABOVE & SET 1 #5 X 3'-0" DOWELS IN EPDXY —.- TOP OF EXISTING CONC. #5 DRILL & EPDXY 6" MIN. INTO BEAM 6" 2'-6" LAP i-- 2 #5 REBAR &#3TIES 08"O.0 7 I FILLING EXIST. DOOR OPEING L I N.T.S. EXISTING MASONRY WALL TO REMAIN. EXISTING FOOTING. J f RU i;REVI-- APPROV7ED NEW SHEET 1 v NN .O U) U) m CA Lic. No. 32310 06 425 NE 22nd. = ST. UNIT 403 � MIAMI, FL 33137 N 0:786.773.3090 Q) M:954.880.5206 'a john@udbardy.com ununnrri N �P�EMUN0�., <)r > * A'•. STATE F.............. SSIONPv EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z co co cnLJ co �> Z rn U) V Z O L LLIM O W C:) 2 U)o Q Q z ice' Q a w z 0 U W 0 O a- a - NO. I REVISION / ISSUE BUILDING COMMENTS MARCH 31, 2023 TITLE DETAILS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. Aml 3 z E IT 15 CRITICAL TO EXISTING TREE SURVIVAL TO PROVIDE PROTECTION DURING CON5TRUCTION. THI5 DETAIL CAN 5E USED AROUND ONE OR MORE TREE5 AND WILL PROVIDE PROTECTION FROM CONSTRUCTION EQUIPMENT. s TREE DISPOSITION TABLE DBH HEIGHT SPREAD SYM. NAME (FT) (FT) (FT) CONDITION DISPOSITION 0 WEST INDIAN MAHOGANY 1.5 40 30 FAIR EXISTING TO REMAIN WEST INDIAN MAHOGANY 1.5 40 30 FAIR EXISTING TO REMAIN 3O STARBURST BUSH 0.5 18 10 FAIR EXISTING TO REMAIN 0 ORIENTAL ARBORVITAE 0.2 5 2 FAIR EXISTING TO REMAIN O ORIENTAL ARBORVITAE 0.2 5 2 FAIR EXISTING TO REMAIN 60 ORIENTAL ARBORVITAE 0.2 12 3 FAIR EXISTING TO REMAIN 7O ORIENTAL ARBORVITAE 0.2 12 3 FAIR EXISTING TO REMAIN O ORIENTAL ARBORVITAE 0.5 18 3 FAIR EXISTING TO REMAIN O ORIENTAL ARBORVITAE 0.5 18 3 FAIR EXISTING TO REMAIN 10 SPINELESS YUCCA 0.5 15 8 FAIR EXISTING TO REMAIN 11 COCONUT PALM 0.6 10 10 FAIR EXISTING TO REMAIN t2 BOTTLE PALMS (4) 0.5 15 8 FAIR EXISTING TO REMAIN 13 BOTTLE PALMS (4) 0.3 8 5 FAIR EXISTING TO REMAIN 14 BOTTLE PALMS (3) 0.5 8 5 FAIR EXISTING TO REMAIN 15 BOTTLE PALMS (4) 0.5 8 5 FAIR EXISTING TO REMAIN 16 WEEPING FIG 5.0 40 40 FAIR EXISTING TO REMAIN 17 BOTTLE PALMS (9) 0.4 15' 5 FAIR EXISTING TO BE REMOVED 18 MANGO TREE 2.0 40 35 FAIR EXISTING TO REMAIN 19 TRAVELER'S PALM 0.3 15 10 FAIR EXISTING TO REMAIN 20 BOUGAINVILLEA 0.3 8 7 FAIR EXISTING TO REMAIN 21 MAGENTA CHERRY 0.5 20 10 FAIR EXISTING TO REMAIN TREE PROTECTION AND 5UPPORT e uilrunrauunu luneunr if, If, Am i IrlirrN rumor •I rrH ❑/N rarrr\iMraauaraa0ar NO R OaH ilrbicu rirrr uitl� atlrblfarrOOirOp1 YI wr r=Idajrainrrt rcq�rrrenurrr.0 1.11 IC11 IrnaaAM'M=iilin1"�'=�iii _ rni�t.".u'raii'�mii�i',. lei p� +�� .a<t w� ii '"'��iiiln'ii urnr iluri at NNn�=tlrr�lIota\1117rrWraarll�r�Irl%i•, irnrvr�=nr narllrnrurra,�lenrc. laI :I3:\0 �ariii0i, Maas ■ n�naanua�urrww� nurnruaru.uara■ •r •aar�i ry1«" v r. II�i 11� II1�1 I I ° WIRE MESH BARRIER DETAIL 0 4"x4"PRE55URE TREATED PINE POSTS 6"x6"x6" \� WIRE MESH ATTACHED TO EACH 4" x 4" \\,1 NOTE: BARRIER TO FORM CONTINUOUS CIRCLE AROUND THE TREE OR GROUP OF TREES NE 93RD ST 21' ASPHALT PAVEMENT 75' TOTAL RAN I O 22' PARKWAY I FD. 5' SIDE WALK ��0 PL 80.11' FD. FD. yz I.P. %2" I.P. %Z' I.P. 35.00' Mv, � 00 �.° 66 7 1 R = 25.00' N i / / "� I A = 089044'46„ N i ^ I 10 11 I I tCv 3' CONC. WALK I I O 1 °�� 12 I FD. ' %2" I.P 1010) I I - - --------------- - -TREE PROTECTION PORCH FENCE \ 13 Z Oti x I 9,74' 14 r , 1 r I 1 r I X I I it I 1 I i I I 21 NEW HIMNEY SWIMMING i TREE POOL PROTECTION o Z ' I FENCE D m OI I o I I I O I 15 N r" < I � /-� m D 1 i I O m l 1 z m r NEW POOL O 1 DECK I COVERED TERRACE 24.82' 1 O 16 0 - R 10 - CU- i I N: N on j v , I � I � � I m - - - - - 9.00' 20 TREE ' ONC. e PROTECTION POOLEER o N EXISTING o FENCE 18 ASPHALT O o O j DRIVEWAY Oro FD. LE %2" I.P. ---- I F ----- - I 1 0I.P. 35.00' „ ' O. 0 10—o PL 80.22' — 41 SIDE SETBACK SECONDARY ERONT SETBACK 1 LANDSCAPE PLAN I O SCALE: 1/8" = 1'-0" -� °� WV WV� Q 8.5 ASPHALT PAVEMENT � NA WOOD BARRIER DETAIL PLAN 0 ROOT BOUNDARY TO 6E PROTECTED 4" x 4" PRE55URE TREATED PINE TREE TRUNK 2" x 6" PRE55URE TREATED PINE FRAMING STUDS OR6"x6"x6" WIRE MESH NAILED TO POSTS TREE PROTECTION FENCE 0 0 FEB u 8 2023 0 z U BY: m 0 0 z a w Of 0 0 Q 0 z Q w a z U w 0 O Of j N R 0 N H CA Lic. No. 32310 Cd 425 NE 22nd. C ST. UNIT 403 IM MIAMI, FL 33137 'y 0:786.773.3090 Q) M:954.880.5206 'p john@udbardy.com `\\\4111111111lIf/// P` ', QG A R ` NQ 5005 =� O��J �! O RT�D P ' �,'//OF /d AL ENG /qll!! I I I11I tIP EDGAR MUII IOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773,3090 Z 00 '+ V Cr) Cr) Z fn LPL. G AMMA 9 Z 0) cn 0: V z p 0 M U) ce � w Q NO, REVISION / ISSUE BUILDING COMMENTS 1 JANUARY 25, 2023 TITLE LANDSCAPE PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN 11%1cHsr: Lml GENERAL ELECTRICAL NOTES 1. THE NATURE OF THIS CONTRACT INVOLVES REMODELING OF EXISTING FACILITIES. THE ELECTRICAL CONTRACTOR, PRIOR TO BID, SHALL INSPECT THE EXISTING CONDITIONS AT THE JOB SITE AND ACQUAINT HIMSELF WITH THE CONDITIONS THAT WILL AFFECT HIS WORK. 2. WORK SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (N.E.C) 2017, FLORIDA BUILDING CODE 2020 EDITION, LOCAL AND STATE CODES AND STANDARDS. 3. SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 7TH EDITION. 4. ALL WIRING SHALL BE COPPER (CU) THWN INSULATION. IF ALUMINUM WIRES ARE USED: A. TO PREVENT OVERHEATING AT CONNECTION POINTS USE OXIDE INHIBITING COMPOUND FOR STRIPPED PORTION OF CONDUCTORS INSIDE CONNECTORS, B. A PREVENTIVE MAINTENANCE PLAN IS NECESSARY TO ENSURE A RELIABLE SERVICE INCLUDING VISUAL INSPECTIONS AND TESTS FOR SPLICES AND CONNECTION POINTS. (CORROSION AND TIGHTNESS PRINCIPALLY), INSPECTION INTERVALS OF 2 YEARS MAXIMUM ARE STRONGLY RECOMMENDED. 4. ALL NEW CIRCUIT BREAKERS SHALL BE RATED AT MINIMUM OF 10,000 AIC. 5. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK NAMEPLATE DATA OF ALL EQUIPMENT FOR REQUIRED VOLTAGES, MINIMUM CIRCUIT AMPACITY, AND OVERCURRENT PROTECTION. 6. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. 7. ALL NEW CONDUCTORS SHALL BE RUN IN CONDUIT (METALLIC TYPE) UNLESS THAT NONMETALLIC SHEATHED CABLE CAN BE USED IN DRY LOCATIONS AS PER NEC 336-6. 8. IF PVC CONDUITS ARE USED FOR UNDERGROUND FEEDERS, A GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH N.E.C. 250-122 MUST BE INSTALLED AND CONDUIT SIZE INCREASED AS REQUIRED. 9. TYPEWRITING PANEL TALLY SHALL BE FURNISHED AFTER JOB IS COMPLETED REFLECTING ALL CHANGES AND ADDITIONS FOR NEW CIRCUITS. 10. RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION, ELECTRICAL CONTRACTOR TO FIND THE BEST POSSIBLE ROUTE FOR ALL CIRCUITS. 11. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 12. ALL NEW OUTLETS IN ROOMS TO BE PROTECTED BY AFCI BREAKERS, 13. ALL ELECTRICAL LIGHTING FIXTURES & RECEPTACLES ARE EXISTING TO REMAIN UNLESS OTHERWISE SPECIFIED. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER TO FIELD VERIFY INSTALLATION FOR OUTLETS AND LIGHTING FIXTURES. 15. BEFORE INSTALLING FLOOR OUTLETS CONTRACTOR SHALL COORDINATE EXACT LOCATION OF RECEPTACLES / LIGHTING FIXTURES WITH OWNER. ARC FAULT PROTECTION NOTE • ALL NEW, EXTENDED OR MODIFIED CIRCUITS 120 VOLTS, SINGLE PHASE, 15-20 AMP, IN DWELLING UNITS SUPPLYING OUTLETS OR DEVICES SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTION IN ACCORDANCE WITH NEC 2017 (EDITION) SECTION 210.12. SMOKE DETECTORS NOTE • ALL SMOKE DETECTORS SHALL BE 120V WITH BATTERY BACKUP, HARDWIRED AND INTERCONNECTED OR TO BE "NEST PROTECT" SMOKE AND CARBON MONOXIDE DETECTOR WIRELESS TO BE INTERCONNECTED VIA WIFI. • NEW SMOKE DETECTORS SHALL BE LOCATED 36" MIN. FROM ANY BEDROOM DOOR, BATHROOM DOOR, ANY A/C VENT, ANY FAN BLADE, AND NOT LESS THAN 4" FROM ANY WALL, V.P. FIXTURES NOTE • VAPOR PROOF FIXTURES SHALL COMPLY WITH N.E.C. 410-4 (c) AND SHALL BE MARKED SUITABLE FOR DAMP LOCATIONS. NOTES • ALL NEW OUTLETS SHALL BE TAMPER RESISTANCE DEVICES AS PER NEC 2017 406.12 • A MINIMUM OF 90% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH - EFFICIENCY LAMPS OR A MINIMUM OF 75% INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH - EFFICIENCY LAMPS TO COMPLY WITH FBC R404.1 • THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE AS PER FBCR 303.6 / FBC 1006 • LIGHT FIXTURES FOR CLOTH CLOSETS TO COMPLY WITH NEC 410.16 CODE REFERENCE NOTE • NEC 2017 IN EFFECT. • FLORIDA BUILDING CODE 2020, 7TH EDITION IN EFFECT • FLORIDA FIRE PREVENTION CODE 7TH EDITION IN EFFECT ELECTRICAL DEMOLITION NOTES 1. WITHIN THE AREA IDENTIFIED, UNLESS SPECIFICALLY NOTED OTHERWISE, CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING UNUSED ELECTRICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO LIGHTING FIXTURES, WIRING DEVICES, PANELBOARDS, MOTOR CONNECTIONS AND ASSOCIATED CONTROLS, ETC. REMOVE ALL UNUSED WIRING COMPLETELY INCLUDING CONDUIT AND CONDUCTORS BACK TO POWER SOURCE OR NEXT ACTIVE OUTLET, WHERE CONDUIT IS INACCESSIBLE, REMOVE CONDUCTORS AND CUT BACK CONDUIT FLUSH WITH SLAB OR WALL. PATCH OPENING TO MATCH EXISTING FINISH. WHERE EXISTING WIRING EXTENDS OUTSIDE OF THE AREA BY NATURE OF THE ORIGINAL INSTALLATION, CONTRACTOR SHALL MODIFY EXISTING WIRING AS REQUIRED TO MAINTAIN CONTINUITY OF EXISTING CIRCUITRY SUCH THAT NO EQUIPMENT TO REMAIN IS LEFT WITHOUT SERVICE. 2. SALVAGED MATERIALS, EQUIPMENT, AND LIGHT FIXTURES SHALL BE DELIVERED TO THE OWNER AT HIS PROPERTY AND STORED WITHIN THE BUILDING WHERE DIRECTED. ANY REMOVED MATERIALS OR EQUIPMENT WHICH THE OWNER DOES NOT WISH TO KEEP SHALL BE DISPOSED OF BY THE CONTRACTOR, WITHOUT ADDITIONAL COST TO THE OWNER. 3. THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE EXISTING CONDITIONS PRIOR TO COMMENCING WORK AND SHALL NOTIFY THE ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS HIM FROM ACCOMPLISHING THE WORK INDICATED AND INTENDED BY THESE DRAWINGS. 4. PRIOR TO BID, THE EXTENT AND UNDERSTANDING OF THE WORK TO BE PERFORMED SHALL BE CLEARLY ESTABLISHED SUCH THAT NO ADDITIONAL COSTS WILL BE INCURRED BY THE OWNER. ANY WORK, OTHER THAN AS DESCRIBED ON ANY ITEM OR SYSTEMS SHALL BE QUALIFIED WITH THE BID. THESE DRAWINGS REQUIRED TO PROVIDE AND INSTALL 5. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL DISCONNECT POWER IN THE DEMOLITION AREA INCLUDING POWER FOR THE LOW -VOLTAGE SYSTEMS SUCH AS FIRE ALARM, CONTROL WIRING, ETC. 6. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION WORK. EXISTING FEEDERS AND PANELS ARE SHOWN SCHEMATIC FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL VERIFY IN FIELD ROUTING OF ALL EXISTING FEEDERS PRIOR TO DEMOLITION. 7. CONTRACTOR SHALL PROVIDE TEMPORARY POWER WHERE REQUIRED DURING DEMOLITION AND CONSTRUCTION SCOPE OF WORK. 8. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE SERVICE INTERRUPTIONS WITH THE OWNER AND GENERAL CONTRACTOR. IC RATED NOTE • KtULS3LU LUMINARILS INSIALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. ALL RECESSED LUMINARIES SHALL BE IC -RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE OF NOT MORE THAN 2.0 CFM (0.944 L/S) WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A 1,57 PSF (75 PA) PRESSURE DIFFERENTIAL. ALL RECESSED LUMINARIES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE SINGLE RECEPTACLE GFI RECEPTACLE ® SPECIAL RECEPTACLE ELECTRICAL LOADCENTER Sn SMOKE DETECTOR ® CARBON MONOXIDE DETECTOR SWITCH 3 THREE WAY SWITCH $D DIMMER SWITCH DV DECORATOR LOW VOLTAGE MOMENTARY OVERRIDE SWITCH. d�DS $VV DUAL TECHNOLOGY WALL SWITCH/OCCUPANCY SENSOR, WATT STOPPER. O JUNCTION BOX N (BOLD) DENOTES NEW E (LIGHT) DENOTES EXISTING RL RELOCATED DATA -{N CABLE TV (s'r) FIRE ALARM SPEAKER If FIRE ALARM 7� CONTROLLED RECEPTACLE -10 CLOCK RECEPTACLE a i EXHAUST FAN. ELECTRICAL SCOPE OF WORK 1. NEW ELECTRICAL DISTRIBUTION FOR NEW MASTER BEDROOM & MASTER BATHROOM AS SHOWN 2. LAUNDRY ROOM UPGRADE AS PER NEW RECONFIGURATION 2. BATHROOM 3 UPGRADE AS PER NEW RECONFIGURATION 3. REMOVE AND RELOCATE WASHER AND DRYER 4. NEW TANKLESS WATER HEATERS AT GARAGE 5. NEW RECEPTACLES AS PER CODE 6. NEW GFCI AS PER CODE 7. NEW LIGHTING FIXTURES AS SHOWN 8. NEW ELECTRICAL PANEL "B" ELECITRICAL kEVIEVV APFF,QVEO�� ATL--,�i JAM T 17 BY__ 0 w z m m 0 w o: a J 0 a a a z w Of a_ w 0 0 z a J m J a J z z w D 0 0 0 0 z 0 D m cn af 0 0 a 0 w af z 0 0 w m 0 O z w o_ a w z O w z w F- z Q a w 0 c� z 0 J_ J m m 0 w 4 U) z g a w w !l C W dd tv '0 O 144 m ad CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 0) MIAMI, FL 33137 ';j 0:786.773.3090 y M:954.880.5206 'a john@udbardy.com "''�\CENS..tips. No.50051 EDGAR MUNOZ, P.E. FL.LIC, NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Lo U) w I 0 0 a 0 z a w < a z U w 0 O of TITLE ■ • ■ • ELECTRICAL GENERAL NOTES AND CALCS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN rl^Le�a�. Eml ELECTRICAL CALCULATIONS I. LOADCENTER A&B 1. RESIDENCE @ 3WATTS/ SF (2,991 S.F. X 3W) = 8.97 KVA 2. 2 SMALL APPLIANCE CKT ® 1.5 KVA EA. = 3.00 KVA 3. LAUNDRY = 1.50 KVA 4. APPLIANCES = 30.97 KVA 5. SUBTOTAL 44.44 KVA 6. FIRST 10 KW 0 100% = 10.00 KVA 7. REMAINDER 0 40% : 37.0 x .40 = 13.78 KVA 8. AHU-1 = 7.86 KVA 9. AHU-2 = 7.86 KVA 10. A/C-3 = 2.87 KVA 11. TOTAL 42.37 KVA 42.37 KVA (1000) = 176.54 AMPS 240 V If. LOADCENTER B 1. RESIDENCE ® 3WATTS/ SF (698 S.F. X 3W) 2. APPLIANCES 3. A/C-3 2.09 KVA = 12.00 KVA = 2.87 KVA 4. TOTAL 16.96 KVA (1000) = 70.66 AMPS 240 V NEW 3#2 & EXIST. 3 2 & # 1#8 GND IN 1 EXISTNG ELECTRICAL J4 CONDUIT PANE B" TO BE 1#8 GRD IN REM ED I 1-1/2" CONDUIT GARAGE - --- - --- -- -- i i I NEW REMOVE EXIST. EXISTING 100 100 200 AMP AMP AMP PANEL PANEL PANEL NEMA 3R NEMA 1 NEMA 3R GRADE ----- T-- NEW 5/8" X 10' DEEP COOPER CLAD GROUND RODS (TYP. FOR 2) 16.96 KVA I A EXISTING LOADCENTER "A" 120/240/1/60 NEMA 1 10,000 AIC 3 WIRE KVA TRIP POLE CON DUIT WIRE DESCRIPTION CKT I CKT DESCRIPTION WIRE CON DUIT TRIP POLE KVA 12.00 60/2 1-Yz 6 RANGE X 2 DRYER 10 3/4 30/2 5.00 3 X 16.96 100/2 1-y1 2 SUB FEED PANEL "B" 5 X 6 GUEST BATHROOM GH 12 1/2 20/1 - 7 X 8 * GUEST BEDROOM & BATH 2 LTG & RECEPT. 12 1/2 20/1 - 3.00 30/2 3/4 10 CU-1 9 X 10 STAIRCASE 12 1 1/2 1 20/1 - 11 X 12 FAMILY ROOM LTG & RECEPT. 12 1/2 20/1 - 7.86 50/2 1 8 AHU-1 13 X 14 SPACE 15 X 16 LIVING LTG & RECEPT. 12 1/2 20/1 - 7.86 50/2 1 8 AHU-2 17 X 18 * LAUNDRY LTG & RECEPT. 12 1/2 20/1 - 19 X 20 BEDROOM 2 LTG & RECEPT. 12 1/2 20/1 - - 20/1 1/2 12 FAMILY ROOM LIGHTS 21 X 22 POOL BATHROOM LIGHTS 1w 12 1/2 20/1 - - 20/1 1/2 12 PATIO LIGHTING 23 X 24 SMALL APPLIANCES CKT 1 2 /2 20/1 1.50 1.50 20/1 1/2 12 WASHER A* 25 X 26 MICROWAVE 12 1/2 20/1 1.10 - 20/1 27 X 28 REFRIGERATOR 12 1/2 20/1 0.87. - 20/1 1/2 12 LAVATORY BEDROOM 3 GFl 29 X 30 KITCHEN LTG 12 1/2 20/1 - 4.5 20/2 1/2 2 WATER HEATER 32 X 32 SMALL APPLIANCES CKT 2 12 1/2 20/1 1.50 33 X 34 POOL BATHROOM GFl 12 1/2 20/1 - 1.00 20/1 1/2 12 POOL LIGHT 35 X 36 BATHROOM 2 LIGHT 12 1/2 20/1 - - 0 1 1 2 12 * BEDROOM 3 LIGHTS 37 X 38 BATHROOM 2 GFl 12 1/2 20/1 - 1.50 20 1 1 2 12 * SMALL APPLIANCES -OUTDOOR KITCHEN 39 X 40 CU-2 10 3/4 30/2 3.00 1.50 20/1 1/2 12 POOL PUMP 41 X 42 * AFCI = ARC FAULT CIRCUIT INTERRUPTER MAIN DISC. = 200 AMPS ** AFCI & GFCI COMBINATION INTERRUPTER BREAKER 3 #1/0, 1#613 THWN IN 2" CU. NEW LOADCENTER "B" 120/240/1/60 NEMA 1 10,000 AIC 3 WIRE KVA TRIP POLE CON DUIT WIRE DESCRIPTION CKT CKT I DESCRIPTION WIRE CON DUIT TRIP POLE KVA - 20/1 1/2 12 GARAGE GFl 1 X 2 MINI -SPLIT FCU-3 & CU-3 8 1 40/2 2.87 1i.80 - - 60/2 20/1 20/1 1-1/4 1/2 1/2 6 12 6 TANKLESS WATER HEATER GARAGE UGHTING. J& NEW PEDESTRIAN DOOR LIGHTS 3 X 4 5 7 9 X X X 6 8 10 * MASTER BEDROOM LOT. & REC. MASTER BATHROOM GFl PROVISION 12 12 1/2 1/2 20/1 20/1 - - 0.20 20/1 1/2 12 GARAGE DOOR OPENER II X 12 PROVISION 13 X 14 15 X 16 17 X 18 19 X 20 21 22 * AFCI = ARC FAULT CIRCUIT INTERRUPTER MAIN DISC. = 100 AMPS ** AFCI & GFCI COMBINATION INTERRUPTER BREAKER 3 #1/0, 1#6G THWN IN 2" Of ROOF ------------ EXISTING 3 #3/0 IN OUTDOOR 2" CONDUIT fi MIN I 3 1 EXISTING ELECTRICAL RISER DIAGRAM SCALE: NTS COLD WATER PIPE ---F/-1#1/0 STEEL 2 ELECTRICAL 2ND FLOOR PLAN SCALE 1/4" = 1'-O" a- I:� k Id � J c€ W.0�1 NII 1$.p .. MASTER BATH W.LC. `)@ N $N$3 Wb RL RL N B-6 B-6 \- �N MASTER i BEDROOM r I I NEW FCU-3 I B-6 NNc ----------- B-6 RL ME N E RL E RL c_ R NL 4 A-21 A-21 A-21 A-21 A-23 .� ` A` . A-3T d A E e. ` d r ° \ , 4 7 �� 4- 4 FAMILY ROOM G E --- E ° A-21 A-21 , ��`-A3o A-21 r i ZXISONG « E 1 1/4 , COVERED PATIO ° Qt i f i^ A 21 E �\ I NAR25B 4 d I ° %r 4a C' ~4 a 4 4 / .. EXIST. 4 4 ! a 4 A-21 A 21 E iE E PANEL °A` / a 4° , 4. n*,-28A E X.Q --• --4 `/ p 4 4 4 _ AR A 22r� NEW POOL - - A-18DECK I� �N A-34 / -_ N CUESr 26 2 � i BATHROOM � �� i A-18�RL - �N, A--22',` E-' A 18 - �` E A-18 2 E LAUNDRY E ` ROOM A 2 NEW SWIMMING POOL A W (BY OTHERS) E En GUEST BEDROOM ----------- +A-8 EI N([p RL(p ELECTRICAL 1ST FLOOR PLAN SCALE 1/4" = 1'-0" w z a m 0 W a J 0 rr Of a Q z w r a w 0 z z 0 m m J J z z " ' z z w g 0 0 0 z 0 0 U rr z z 0 U N Q 0 rr z 0 U w m 0 0 z w w z O w w z z w rr a_ a 0 z 0 m 0 0 af Q co S a w w v c H d ci U H CA Lic. No. 32310 425 NE 22nd. c ST. UNIT 403 "0) MIAMI, FL 33137 H 0:786.773.3090 M:954.880.5206 'a john@udbardy.com ��wuNrrrrtrq �i , p? ...... U * ; No. 50051 EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 ® W e� Y� C0 LL. ® } m a)W �Z z p N ® CD = w lLu (y) v! o O z z Q a w a z I- U W O a NO. REVISION / ISSUE Q BUILDING COMMENTS JANUARY 25, 2023 TITLE ELECTRICAL 1ST AND 2ND FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS -SHOWN DWG NO, Ftj3 2 a, 2023 BY: _ E.2 AIR-CONDITIONING GENERAL NOTES 1. THE ABBREVIATION "A.C." USED HENCEFORTH IN THIS GENERAL AIR CONDITIONING SPECIFICATION SHALL BE CONSTRUED TO MEAN AIR CONDITIONING CONTRACTOR. 2. THE "GENERAL CONDITIONS OF THE CONTRACT", CURRENT EDITION, PUBLISHED IN STANDARD 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 A.C. SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES, AND PAY ALL FEES ASSOCIATED WITH THE WORK. HE SHALL ALSO BE RESPONSIBLE FOR MAKING ALL INSPECTIONS AND TESTS. 6. THE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW APPROXIMATE LOCATIONS. THE A.C. SHALL NOT SCALE THE DRAWINGS. 7. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS INVOLVING THE WORK. B. IT SHALL BE THE RESPONSIBILITY OF THE A.C. FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 9. THE G.C. SHALL FURNISH ALL EQUIPMENT, LABOR, MATERIALS AND SUPERVISION TO INSTALL A COMPLETE AND PROPERLY OPERATING AIR-CONDITIONING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN AND/OR NOTED ON THE DRAWINGS. 10. THE A.C. SHALL FURNISH AND 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 A.C. SHALL BE A LICENSED MECHANICAL CONTRACTOR. 12. THE A.C. IS REFERRED TO THE ARCHITECTURAL, FIRE PROTECTION PLANS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS. VERIFY ALL REQUIREMENTS PRIOR TO INSTALLATION. 13. THE A.C. SHALL EXAMINE THESE SPECIFICATIONS AND THE WHOLE CONTRACT BY SECURING A COMPLETE SET OF DRAWINGS OF THE WHOLE CONTRACT. 14. THE A.C. SHALL BE RESPONSIBLE FOR THE FULL COORDINATION OF HIS WORK WITH THAT OF THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS TO MUTUALLY AVOID CONFLICT. 15. THE A.C. SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE INSTALLING DIFFUSERS. 16. ALL AIR CONDITIONING WORK SHALL NOT INTERFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD AIR CONDITIONING 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 A.C. SHALL VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 18. THE A.C. SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRITING. 19. THE A.C. SHALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. THE IS RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OR WORK. 20. THE A.C. SHALL FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR-CONDITIONING SYSTEM AS SHOWN ON PLANS. MOTOR STARTERS AND CONTROLS ARE TO BE SUPPLIED BY A.0 CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR, CONTROL WIRING SHALL BE PROVIDED BY THE ELECTRICAL CON TRACTOR. 21. 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 ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE TYPE WRITTEN PANEL SCHEDULES FOR ALL PANELS. THE A.C. SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR IN ORDER THAT THE SAME NOMENCLATURE IS USED AS PROVIDED ON THE A/C PLANS. 24. ALL MATERIALS SHALL BE NEW, OF AMERICAN MANUFACTURE, AND IN COMPLIANCE WITH UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING AGENCY, UNLESS SPECIFIED OTHERWISE. 25. THE A.C. 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 GENERAL CONTRACTOR. CLEAN-UP NOTES 1. CLEAN UP OF SITE: UPON COMPLETION OF THE PROPOSED WORK, THE PERMIT HOLDER SHALL LEAVE THE SITE CLEARED OF RUBBISH, 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 BUILDING OFFICIAL SHALL REFUSE TO MAKE 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 IS SUBJECT TO THE PENALTIES SPECIFIED BY THE DADE 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 ALIEN AGAINST THE PROPERTY IN RELATION TO WHICH THE PERMIT WAS ISSUED. 2. THE A.C. 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 A.C. SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK, AND SHALL THOROUGHLY CLEAN ALL FIRE PROTECTION EQUIPMENT. GUARANTEE 1. ALL WORK, MATERIAL ETC. SHALL BE FULLY GUARANTEED FOR (1) YEAR BY THE A.C. CONTRACTOR. THE 1 YEAR PERIOD SHALL COMMENCE AFTER FINAL APPROVAL BY THE ARCHITECT/ENGINEER. 2. THE A.C. SHALL FURNISH A WRITTEN GUARANTEE COVERING A ONE (1) YEAR PERIOD FOR ALL EQUIPMENT AND AN ADDITIONAL FOUR (4) YEAR PERIOD FOR THE COMPRESSORS. LEGEND REF REFRIGERANT LINE _CD CONDENSATE LINE \ EXISTING DUCTWORK NEW DUCTWORK EXIST. FLEX DUCTWORK NEW FLEX DUCTWORK EXISTING RETURN AIR DUCTWORK f NEW RETURN AIR DUCTWORK TURNING VENS ROUND DUCT 0 ROUND DUCT UP c ROUND DUCT DOWN SUPPLY AIR DIFFUSER E.-- RETURN AIR GRILLE ` EXHAUST AIR GRILLE BID BACK DRAFT DAMPER MVID - MANUAL VOLUME DAMPER FD 41- FIRE DAMPER SO -- SMOKE DAMPER FD/SD F- COMBINATION FIRE/SMOKE DAMPER MOD 0--- MOTOR OPERATED DAMPER SDD SMOKE DUCT DETECTOR OTHERMOSTAT U.D. UNDERCUT DOOR MECHANICAL SCOPE OF WORK 1. NEW MINI -SPUR SYSTEM IN MASTER BEDROOM 2. NEW EXHAUST FANS IN BATHROOMS AS SHOWN EHi CU-2 RELOCATION 1 HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTOR X FIRE DAMPER (S) X SMOKE DAMPERS X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X ABBREVIATIONS ABOVE FINISHED CEIUNG AFC ABOVE FINISHED FLOOR AFF ABOVE FINISHED GRADE AFG AIR HANDLER UNIT AHU BELOW FINISHED CEIUNG BFC BELOW FINISHED GRADE BFG CEILING CLG CENTERLINE CL CONDENSATE DRAIN CD CONDENSING UNIT CU CUBIC FEET PER MINUTE CFM DRAWING(S) DWG EACH EA EXHAUST FAN EF EQUIPMENT EQUIP EXHAUST EXH EXISTING EX FAN COIL UNIT FCU FIRE ALARM FA HEIGHT HGT HORSEPOWER HP HEATING/VENTILATING/AIR CONDITIONER HVAC MANUFACTURER MFR MINIMUM MIN MISCELLANEOUS MISC MOTOR MTR MOUNTED MTD MOUNTING MTG POLYVINYL CHLORIDE PVC REFRIGERANT LINE REF ROOFTOP PACKAGE RTP TYPICAL TYP UNLESS OTHERWISE NOTED LION FAN SCHEDULE TAG NEW EF-1 NEW EF-2 NEW. EF-3 MFG BROAN BROAN BROAN MODEL XB50L XB50L XB50L CFM 50 50 50 SP (IN WG) 0.1 0.1 0.1 VOLTAGE 120/1/60 120/1/60 120/1/60 HP 1/20 1/20 1/20 FLA - - - RPM 1050 1050 1050 SONES 0.3 0.3 0.3 AIR-CONDITIONING SCHEDULE MARK (MINI -SPLIT) SERVES GARAGE MANUFACTURER MITSUBISCHI COOLING SENSIBLE 10,773 am BTUH TOTAL 12,000 w TOTAL EXT. STAT. PR. 0.3 NOMINAL TONS 1.0 SEER 16 REFRIGERANT TYPE R-010A MODEL # MSZ-GLI2NA-U 1 TOTAL CFM 145-399 OUTSIDE AIR CFM - FAN MOTOR HP I F.L.A. 0.76 MOUNTING HORIZONTAL SIZE H X W X D 11-5/8 X 31-7/16 X 9-ll8 OPERATING WEIGHT LBS. 22 ELECTRICAL SERVICE 23011160 x a MCA/MOCP - KW STRIP HEAT 2.11 BTUH HEATING 7,200 ELECT. KIT MODEL # - HTR AMPS 8.79 MODEL# MXZ-2C20NAHZ2 FAN MOTOR HP I F.L.A. SERVICE 230/1160 MCA/MOCP 29.50140 SIZEHXWXD 41-9132X37-13132X13 REF LINES SUCT I LIQ OPERATING WEIGHT LBS COMPRESSOR R.L.A. THERMOSTAT YES SERVICE SWITCH YES W FIRESTAT NO 0 INTERLOCK WITH FAN NO w SPECIAL FEATURES REMARKS INSULATE SUCTION LINE NO BASE ELECTRONIC SLEEVE E/A DUCT TAPE AND SEALER ALL AROUND 0 w z m 0 w of d d 0 o' d a z w m a w MECHANICAL RE E O � I z APPROVED DATE 5 m a z z { CONCRETE z w ,T WALL m 0 _ WALL CAP w/BUILT DAMPER o AND INSECT SCREEN. NOTE:INSECT SCREEN SHALL z BE AVOIDED FOR DRYER WALL CAP. z cn SILICONE CAULK o ALL AROUND __jr a 0 w WALL CAP MOUNTING DETAIL z N.T.S o w m CEILING METAL FRAMING DUCT COLLAR BACKDAMPER MOUNTFLAN EIN SELFLF DRILLING w SCREWS 2"/ Q IL I)RYWALL FINISHED CEIUNG EXHAUST REGISTER z 0 w w 2 TYPICAL EXHAUST FAN DETAIL z N.T.S FEB u 2023 m m v C N d N m CA Lic. No. 32310 06 425 NE 22nd. C ST. UNIT 403 IM MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 V johnQudhardy.com quiniiinurrr �\CENSFoCi' M * r No.50051 P =. STATE OF r p�O'cKt� F., O...... ` EDGAR MUNOZ, P.E. FL.UC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 cn UI w 0 0 0 ¢ 0 a w z w 0 Z 00 Lu Cy) ® � > Z (a)z C!) M Cy') LL Cn 0 ® M 0 m co V V Q NO. REVISION / ISSUE BUILDING COMMENTS 1 JANUARY 25, 2023 TITLE GENERAL NOTES PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO mmi EXISTING FLOOR/ROOF MAIN PROVIDE BETWEEN EXIST. 2X4 W0� ATTACHED TO E NOTE: WALL TO BE COMPOUNDED TAPED AND SANDED. BY DARIN ALANT 4 1 MINI SPLIT WALL MOUNTING DETAIL N.T.S POWER SUPPLY 3#12 IN 3/4" FLEX COND. 0 DRYER FILTER POWER SUPPLY —' 2#14 IN 1/2" CONDUIT CONDENSER UNIT LOW PRESSURE RHEOSTAT MINI SPLIT INSTALLATION DETAIL N.T.S MECHANICAL SECOND FLOOR PLAN FCU WALL MOUNTE MECHANICAL FIRST FLOOR PLAN REVIEW DATE 0 w z Q m 0 w 0 o' a a z z w g tr rL w 0 0 z 0 J m m J J z z z w 7E U O Z O F U U) z 0 U 0 w rr z z 0 U m m 0 F- 0 O Z w r w i r F1 CK FEB 2023CK a w 0 BY: , z 0 J m 0 w z v C d O N N CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 0) MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 'a john@udbardy.com kdGPR N * r No. 50051 - =-vF. * N ?O: STATE OFAL EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SURE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z co ® 2 T- ,W+ V Co Z co (n -j L.L. Z c cn Z 0 0 W rn = w rr V! M co o Q Q z Q w z U w 0 0 ry o_ NO. REVISION / ISSUE BUILDING COMMENTS 1Q JANUARY 25, 2023 TITLE MECHANICAL FLOOR PLAN PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO SCALE 1/4" = 1'-0" SCALE 1 /4"= V-0" w PLUMBING GENERAL NOTES 1. THE ABBREVIATION "P.C." USED HENCEFORTH IN THIS GENERAL PLUMBING SPECIFICATION SHALL BE CONSTRUED TO MEAN PLUMBING CONTRACTOR ON THE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS. 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE FLORIDA BUILDING CODE, (P) 2020, OSHA, AND ALL STATE AND LOCAL CODES THAT APPLY. 3. THE P.C. SHALL PAY PARTICULAR ATTENTION TO THE STATE OF FLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION". ALL WORK SHALL BE IN ACCORDANCE WITH THIS CODE, CHAPTER 5, SECTIONS 504.1, 504.2, 504.3, 504,4 AND 504.5. 4. THE P.C. SHALL TAKE OUT ALL PERMITS, PROCURE CERTIFICATES, AND PAY ALL FEES ASSOCIATED WITH HIS WORK. 5. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. THE P.C. SHALL NOT SCALE THE DRAWINGS. 6. THE BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS ASSOCIATED WITH THE WORK. 7. IT SHALL BE THE RESPONSIBILITY OF THE P.C. FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 8, THE P.C. SHALL FURNISH ALL EQUIPMENT, LABOR, MATERIALS, AND SUPERVISION TO INSTALL A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN AND/OR NOTED ON THE DRAWINGS. 9. THE P.C. SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED OR SHOWN ON THE PLANS. 10. THE P.C. SHALL BE A LICENSED MASTER PLUMBER. 11. WORKMANSHIP SHALL BE FIRST CLASS AS NORMALLY PERFORMED BY JOURNEYMAN PLUMBERS. 12. THE P.C. IS REFERRED TO THE ARCHITECTURAL, ELECTRICAL, AND e MECHANICAL PLANS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS. VERIFY ALL REQUIREMENTS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE DRAWINGS OR FIELD - COORDINATION PROBLEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 13. THE P.C. SHALL EXAMINE 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 OTHER SUBCONTRACTORS TO MUTUALLY AVOID CONFLICT. 15. ALL PLUMBING WORK SHALL NOT INTERFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD PLUMBING WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF THE OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. 16. THE P.C. SHALL VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 17. THE P.C. SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF ALL EQUIPMENT CALLED FOR IN THE PLANS OR SPECIFICATIONS. 18. THE P.C. SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRITING. 19. THE P.C. SHALL PROVIDE AS -BUILT DRAWINGS. 20. THE PLUMBING INSTALLATION SHALL MEET THE APPROVAL OF THE ARCHITECT/ENGINEER BEFORE ACCEPTANCE BY THE OWNER. 21. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY. 22. THE P.C. SHALL TOUCH UP OR REFINISH THE FACTORY FINISH TO ORIGINAL CONDITION OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. HE IS RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 23. THE P.C. SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PER- FORMED FREE FROM DEBRIS AT ALL TIMES, AND SAID AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 24. AT THE COMPLETION OF THE WORK, THE P.C. SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK, AND SHALL THOROUGHLY CLEAN ALL PLUMBING EQUIPMENT. 25. THE P.C. SHALL VERIFY ALL EXISTING CONDITIONS ASSOCIATED WITH WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT/ENGINEER PRIOR TO BID. 26. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SPACES AND CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIAL. 27. A MINIMUM OF 20" IS REQUIRED BETWEEN ANY TWO ITEMS PENETRATING THE ROOF DECK. 28. DIELECTRIC UNIONS SHALL BE PROVIDED WHEREVER DISSIMILAR METALS ARE JOINED. 29. AT ALL INSPECTIONS MADE EITHER BY A REPRESENTATIVE OF THE BUILDING DEPARTMENT OR BY THE ARCHITECT OR ENGINEER, THE P.C. SHALL PROVIDE A LADDER OF SUFFICIENT SIZE IN ORDER THAT THE INSPECTOR CAN PROPERLY LOOK AT ALL ITEMS TO BE INSPECTED. THE LADDER SHALL BE IN GOOD REPAIR AND BE POSITIONED IN PLACE BY THE P.C. TO MEET ALL OSHA REQUIREMENTS. THE P.C. SHALL ALSO PROVIDE A COMPLETE SET OF CONTRACT DOCUMENTS, AVAILABLE AT THE 2iami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM ?.l.pdf Examiner Date Time Stamp Trade Stamp Name 7ASTILLO, EDUARDO 4/13/2023 11:22:37 AM HRS Approved JOB SITE, AT THE TIME OF INSPECTION. THE CONTRACT DOCUMENTS SHALL INCLUDE: A. WORKING DRAWINGS B. SPECIFICATIONS C. ALL APPROVED SHOP DRAWINGS D. ALL ADDENDA, CHANGE ORDERS AND CORRESPONDENCE.. IF A LADDER AND CONTRACT DOCUMENTS ARE NOT AVAILABLE AT THE TIME OF INSPECTION, THE P.C. SHALL PAY THE ARCHITECT OR ENGINEER FOR THE VISIT TO THE SITE AND A NEW INSPECTION TIME SHALL BE AGREED UPON. 30. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK-CLDSING VALVES ARE UTILIZED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CONFORM TO ASSE 1010 AS PER FBC (P) 604.9 PLUMBING PRODUCTS 1. SANITARY SEWER: PVC SCH.40 2. FIXTURE DRAINAGE ARMS: DWV COPPER. 3. WATER PIPE: COPPER 4. ALL BALL VALVES ASSOCIATED WITH WATER PIPING SHALL BE FULL PORT. 5. VENT LINES SHALL BE PVC. SCOPE OF WORK 1. REMOVE AND REPLACE PLUMBING FIXTURES USING EXISTING PLUMBING CONNECTION AT LAUNDRY ROOM 2. NEW PLUMBING FIXTURES FOR BATHROOM AT MASTER BEDROOM 3. NEW PLUMBING FIXTURES FOR BATHROOM AT BEDROOM 3 4. NEW THANKLESS AS SHOWN TABLE 604.4 MAXIMUM FLOW CONSUMPTION FOR PLUMBING FIXTURES PLUMBING FIXTURE OR MAXIMUM FLOW RATE FIXTURE FITTING OR QUANTITY Lavatory (hand wash) 1.5 gpm at 60 psi Water closet 1.28 gallons per flushing cycle Shower head 1.5 gpm at 80 psi Kitchen sink 1.5 gpm at 60 psi Dishwasher (Residential) * 6.5 gpm per cycle or less Dishwasher (Undercounter) 1.0 gallon or less per rack for high -temperature machines and 1.7 gallons per rack for low -temperature machines Washing Machine * Water factor of 8 or lower ANTI SCALD VALVE REQUIRED FOR TUB/SHOWER * Energy Star/Water Sense Certificated (c) PLUMBING FIXTURES SHALL COMPLY WITH THE NEW WATER CONSUMPTION RATES IN ORDINANCE MIAMI DADE ARTICLE III SEC. 08-31 (TABLE 604.4) & FBC, PLUMBING CHAPTER 4 REFERENCE STANDARDS. TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP "inches" SLOPE "inch per foot" DISTANCE FROM TRAP (feet) 1 1/4 1/4 5 1 1 2 1/4 6 2 1/4 8 3 1/8 12 4 1 1/8 116 WATER HAMMER ARRESTORS NOTES 1. PROVIDE WATER HAMMER ARRESTORS AS PER P2903.5. 2. HAMMER -ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. HAMMER -ARRESTORS SHALL CONFORM TO ASSE 1010. VALVES NOTE • INDIVIDUAL SHOWER AND TUB -SHOWER COMBINATION VALVES SHALL BE BALANCED -PRESSURE, THERMOSTATIC OR COMBINATION BALANCED-PRESSURE/THERMOSTATIC VALVES THAT CONFORM TO THE REQUIREMENTS OF ASSE 1016/ASME A112.1016/CSA B125.16 OR ASME A112.18.1/CSA B125.1 AND SHALL BE INSTALLED AT THE POINT OF USE. SHOWER AND TUB -SHOWER COMBINATION VALVES REQUIRED BY THIS SECTION SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120°F (49°C), WHICH SHALL BE FIELD ADJUSTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. IN -LINE THERMOSTATIC VALVES SHALL NOT BE UTILIZED FOR COMPLIANCE WITH THIS SECTION AS PER SECTION 424.3 FBC PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXIST. SAN, LINE BD BIDET T - EX. COLD SHO SHOWER WATER LINE ---- EX. HOT WATER WC WATER CLOSET LINE --- NEW COLD LAV LAVATORY SINK WATER LINE ---- NEW HOT WATER BT BATHTUB LINE NEW SAN. LINE CO WALL. CLEAN OUT F- - - - - - NEW VENT LINE GCO 0 FLOOR CLEAN OUT SANITARY LINE TO R TO BE REMOVED - - - - - BE REMOVED -1•F- BALL VALVE NOTE: • POINT OF CONNECTION (CONTRACTOR TO VERIFY ON FIELD) FD. 5' SIDE WALK �00 Y I.P. 1� r---- --- -------------- 4: I I I I SWALE 1 735 FT' -- 3 T CONC. WAL------------------------- I, I OV I I � I FD. at' Y2" I.P. ---- �J --- --- L7 --------------------------- I r1T )'2 NEW SWIM ING POOL 'G:• 1 G A e PL 80.11 r 2" LP. \� - ------- r-I 1 I I I I I I I I I I 7 I I I VW_/� �A 250 F° SERVED AR 10 I O' N SWALF-2 \\ 340 FT' j f 12 � I I I I I I 11'-11" I I x ST FD. n;3 I 0j I I = 25.00' A = 39.16' A = 089044 11 I I I ( FD. y" I.P 13 C' O� x 14 17 IMNEY IY%Y%Y%Y%Y%YY%Y% 14'-5 1/2" (E) 400 SQFT OF W1200 SQFT R4 0 #sY#YYaY#%##aYYYYs#a aYsaY%a%;#; aaa aaaaaa 19 Y##i#%#iYii;YY;Y;Y#RY ;s#is#tts;;is*ss ss##;# 19,00 fir %YmiYYrs s#$Y#i PL 80.22' 5'-b 112" FD. %2" I. P WV L/N 9. 8.5' ASPHALT PAVEMENTNA VN L� O 1 nr -)A 1 PLUMBING SITE PLAN r I 1 SCALE 1/8"=1'-0" ,J 0 w z a m 0 w Q J 0 z a F- z w oa w 0 z Z 0 J M m J J Q z z F- z w 0 0 0 0 z 0 0 U z 0 U a 0 w F z 0 U W m 0 0 Z W a F- J 0 0 v ._ H i+ N ci 0 H H R CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 IM MIAMI, FL 33137 ' 0:786.773.3090 M:954.880.5206 aQ john@udbardy.com Digitally signed °GPREMfNo-; by EDGAR * ' No.50051 '`=MUNOZ 9` 8, z Date: P i• STATE OF , c� F':,Oft\o?•'�,' 2023.01.30 10:54:15-05'00' EDGAR MUNOZ, P.E. FL.UC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 000 W M LN W U) LL W CC 0 Z U) ®W 05 o LLI cy) U) a Qo a a w V a a 0 w 0 a TITLE GENERAL NOTES PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO C s PLUMBING GENERAL NOTES 1. THE ABBREVIATION "P.C." USED HENCEFORTH IN THIS GENERAL PLUMBING SPECIFICATION SHALL BE CONSTRUED TO MEAN PLUMBING CONTRACTOR ON THE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS, 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE FLORIDA BUILDING CODE, (P) 2020, OSHA, AND ALL STATE AND LOCAL CODES THAT APPLY. 3. THE P.C. SHALL PAY PARTICULAR ATTENTION TO THE STATE OF FLORIDA "ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION". ALL WORK SHALL BE IN ACCORDANCE WITH THIS CODE, CHAPTER 5, SECTIONS 504.1„504.2, 504.3, 504,4 AND 504.5. 4. THE P.C. SHALL TAKE OUT ALL PERMITS, PROCURE CERTIFICATES, AND PAY ALL FEES ASSOCIATED WITH HIS WORK. 5, THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. THE P.C. SHALL NOT SCALE THE DRAWINGS. 6. THE BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS ASSOCIATED WITH THE WORK. 7. IT SHALL BE THE RESPONSIBILITY OF THE P.C. FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 8. THE P.C. SHALL FURNISH ALL EQUIPMENT, LABOR, MATERIALS, AND SUPERVISION TO INSTALL A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM AS DESCRIBED HEREIN AND AS SHOWN AND/OR NOTED ON THE DRAWINGS. 9. THE P.C. SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE THE INSTALLATION WHETHER OR NOT SPECIFIED OR SHOWN ON THE PLANS. 10. THE P.C. SHALL BE A LICENSED MASTER PLUMBER. 11. WORKMANSHIP SHALL BE FIRST CLASS AS NORMALLY PERFORMED BY JOURNEYMAN PLUMBERS. 12. THE P.C. IS REFERRED TO THE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL PLANS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS. VERIFY ALL REQUIREMENTS PRIOR TO INSTALLATION. ANY DISCREPANCIES IN THE DRAWINGS OR FIELD COORDINATION PROBLEMS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 13. THE P.C. SHALL EXAMINE 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 OTHER SUBCONTRACTORS TO MUTUALLY AVOID CONFLICT. 15. ALL PLUMBING WORK SHALL NOT INTERFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD PLUMBING WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF THE OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. 16. THE P.C. SHALL VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WITH BID, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. 17. THE P.C. SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF ALL EQUIPMENT CALLED FOR IN THE PLANS OR SPECIFICATIONS. 18. THE P.C. SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRITING. 19. THE P.C. SHALL PROVIDE AS -BUILT DRAWINGS. 20. THE PLUMBING INSTALLATION SHALL MEET THE APPROVAL OF THE ARCHITECT/ENGINEER BEFORE ACCEPTANCE BY THE OWNER. 21. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY. 22. THE P.C. SHALL TOUCH UP OR REFINISH THE FACTORY FINISH TO ORIGINAL CONDITION OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. HE IS RESPONSIBLE TO REPAIR TO ORIGINAL CONDITION FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 23. THE P.C. SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PER- FORMED FREE FROM DEBRIS AT ALL TIMES, AND SAID AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 24. AT THE COMPLETION OF THE WORK, THE P.C. SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK, AND SHALL THOROUGHLY CLEAN ALL PLUMBING EQUIPMENT. 25. THE P.C. SHALL VERIFY ALL EXISTING CONDITIONS ASSOCIATED WITH WORK AND REPORT ANY DISCREPANCIES TO ARCHITECT/ENGINEER PRIOR TO BID. 26, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, SPACES AND CONDITIONS PRIOR TO FABRICATION AND INSTALLATION OF EQUIPMENT AND MATERIAL. 27. A MINIMUM OF 20" IS REQUIRED BETWEEN ANY TWO ITEMS PENETRATING THE ROOF DECK. 28, DIELECTRIC UNIONS SHALL BE PROVIDED WHEREVER DISSIMILAR METALS ARE JOINED. 29. AT ALL INSPECTIONS MADE EITHER BY A REPRESENTATIVE OF THE BUILDING DEPARTMENT OR BY THE ARCHITECT OR ENGINEER, THE P.C. SHALL PROVIDE A LADDER OF SUFFICIENT SIZE IN ORDER THAT THE INSPECTOR CAN PROPERLY LOOK AT ALL ITEMS TO BE INSPECTED. THE LADDER SHALL BE IN GOOD REPAIR AND BE POSITIONED IN PLACE BY THE P.C. TO MEET ALL OSHA REQUIREMENTS. THE P.C. SHALL ALSO PROVIDE A COMPLETE SET OF CONTRACT DOCUMENTS, AVAILABLE AT THE JOB SITE, AT THE TIME OF INSPECTION. THE CONTRACT DOCUMENTS SHALL INCLUDE: A. WORKING DRAWINGS B. SPECIFICATIONS C. ALL APPROVED SHOP DRAWINGS D. ALL ADDENDA, CHANGE ORDERS AND CORRESPONDENCE. IF A LADDER AND CONTRACT DOCUMENTS ARE NOT AVAILABLE AT THE TIME OF INSPECTION, THE P.C. SHALL PAY THE ARCHITECT OR ENGINEER FOR THE VISIT TO THE SITE AND A NEW INSPECTION TIME SHALL BE AGREED UPON. 30. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND CONFORM TO ASSE 1010 AS PER FBC (P) 604.9 PLUMBING PRODUCTS 1. SANITARY SEWER: PVC SCHAD FI'TURE D INAGE ARMS WV COPPER. 3. WATER PIPE: COPPER OR CPVC 1 4, ALL BALL VALVES ASSOCI ED WITH WATER PIPING SHALL BE FULL PORT. 5. VENT LINES SHALL BE PVC. SCOPE OF WORK 1. REMOVE AND REPLACE PLUMBING FIXTURES USING EXISTING PLUMBING CONNECTION AT LAUNDRY ROOM 2. NEW PLUMBING FIXTURES FOR BATHROOM AT MASTER BEDROOM 3. NEW PLUMBING FIXTURES FOR BATHROOM AT BEDROOM 3 4. NEW THANKLESS AS SHOWN TABLE 604.4 MAXIMUM FLOW CONSUMPTION FOR PLUMBING FIXTURES PLUMBING FIXTURE OR MAXIMUM FLOW RATE FIXTURE FITTING OR QUANTITY Lavatory (hand wash) 1.5 gpm at 60 psi Water closet 1.28 gallons per flushing cycle Shower head 1.5 gpm at 80 psi Kitchen sink 1.5 gpm at 60 psi Dishwasher (Residential) * 6.5 gpm per cycle or less Dishwasher (Undercounter) 1.0 gallon or less per rack for high -temperature machines and 1.7 gallons per rack for low -temperature machines Washing Machine * Water factor of 8 or lower ANTI SCALD VALVE REQUIRED FOR TUB/SHOWER * Energy Star/Water Sense Certificated (c) PLUMBING FIXTURES SHALL COMPLY WITH THE NEW WATER CONSUMPTION RATES IN ORDINANCE MIAMI DADE ARTICLE III SEC. 08-31 (TABLE 604.4) & FBC, PLUMBING CHAPTER 4 REFERENCE STANDARDS. TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP "inches" SLOPE "inch per foot" DISTANCE FROM TRAP (feet) 1 1/4 1/4 5 1 1/2 1/4 6 2 1/4 8 3 1/8 112 4 1/8 116 WATER HAMMER ARRESTORS NOTES 1. PROVIDE WATER HAMMER ARRESTORS AS PER P2903.5. 2. HAMMER -ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. HAMMER -ARRESTORS SHALL CONFORM TO ASSE 1010. VALVES NOTE • INDIVIDUAL SHOWER AND TUB -SHOWER COMBINATION VALVES SHALL BE BALANCED -PRESSURE, THERMOSTATIC OR COMBINATION BALANCED-PRESSURE/THERMOSTATIC VALVES THAT CONFORM TO THE REQUIREMENTS OF ASSE 1016/ASME A112.1016/CSA B125.16 OR ASME A112.18.1/CSA B125.1 AND SHALL BE INSTALLED AT THE POINT OF USE. SHOWER AND TUB -SHOWER COMBINATION VALVES REQUIRED BY THIS SECTION SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120°F (49'C), WHICH SHALL BE FIELD ADJUSTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. IN -LINE THERMOSTATIC VALVES SHALL NOT BE UTILIZED FOR COMPLIANCE WITH THIS SECTION AS PER SECTION 424.3 FBC PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXIST. SAN. LINE BD BIDET EX. COLD SHO SHOWER - - WATER LINE EX. HOT WATER WC WATER CLOSET -- LINE NEW COLD LAV LAVATORY SINK -- WATER LINE NEW HOT WATER BT BATHTUB ---- LINE NEW SAN. LINE O WALL CLEAN OUT NEW VENT LINE GCO ® FLOOR CLEAN OUT SANITARY LINE TO R TO BE REMOVED - - - - - BE REMOVED -��- BALL VALVE NOTE: • POINT OF CONNECTION (CONTRACTOR TO VERIFY ON FIELD) LEI J Q I nT _')a 22' PARKWAY 5' SIDE WALK / FD. %z" I.P. I = 25.00' .." 39.16' ---- I nT W 1 PLUMBING SITE PLAN I 1 SCALE 1/8"=1'-O" N L, C N d i+ Z O N rrA CA Lic. No. 32310 Cd 425 NE 22nd. = ST. UNIT 403 MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 'a john@udbardy.com * : No. 50051 i �O. STATE OF c� F( 0R�OF /ONA1- ��b''�innnnulo EDGAR MUIV04 P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 ® coW T_ co a � co co Ui ® Z M Uj �v z0 _ cr)N ®W Uj a/ M o o Qa 2 a Q z a I� w V a z U w 0 0 d NO. REVISION / ISSUE QBUILDING COMMENTS 1 JANUARY25, 2023 TITLE GENERAL NOTES PROJECT NUMBER 22094 I DATE AUG, 2022 SCALE AS SHOWN DWG NO, FEB :? a 2I123 Y: Psi o% I PLUMBING SECOND FLOOR PLAN `. I SCALE cO T SEPTI TANK 1 PLUn SCALE I E 0 w z a 0 w o- R O CA Lic. No. 32310 425 NE 22nd. C ST. UNIT 403 jA IM MIAMI, FL 33137 ,y 0: 786.773.3090 Q) M:954.880.5206 'a john@udbardy.com. „PR"M� , Digitally signed "G by EDGAR MUNOZ No 50051 ' P i STATE OF • <� Date: O'•. --,,,FS•.s,gRlo.:�t�`,.�� 2023.01.30 „S/ONALE,,. 10:54:36-05'00' nnnuiun,p, EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z co C M W Cn W W ccn> i co Z °� W LLI OC V Z O W o 2 a M �a d TITLE PLUMBING PLANS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Pn2 diami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM ?.2.pdf 1 SK co INC NEW 3"0 SAN. PIPE HO NEW 2"0 NEW 3 " 0 SAN. PIPE NEW 3"0 CO SAN. PIPE SAN, PIPE NEW 3"0 GC CO SAN, PIPE NEW 2°0 SAN. PIPE POINT INC EXIST. 1050 GAL OF SEPTIC TAN CONNECT. NEW 4"0 NEW 2"0 SAN. PIPE SAN. PIPE SK NEW 20 CO SAN. PIPE SHO NEW 2" 0 SAN. PIPE S SH CO NEW 1 X" 0 WC SAN. PIPE NEW 2" 0 SAN. PIPE NEW 3" 0 SAN. PIPE NEW 4"0 SAN. PIPE GCO LSANITARY PLUMBING RISER NEW 3" 0 3 SAN. PIPE N.T.S. ( J NEW 4"0 SAN. PIPE c 7 m2 1 PLUMBING SECOND FLOOR PLAN L I SCALE NEW SAN. NEW SAN. NEW 4 SAN. PI I, E r z Z O w w '1--•. w z w FER 202 Q BY: w _ w T wN, W R v O N N t0 CA Lic. No. 32310 425 NE 22nd. = ST. UNIT 403 MIAMI, FL 33137 'y 0:786.773.3090 d M:954.880.5206 'a john@udbardy.com � MU P NO No. 50051 ; * :Of �i'•, STATE OF EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773,3090 W C M um coco Z U) oa Z V Z p OW rn= co M V Q V ` NO. REVISION / ISSUE BUILDING COMMENTS 1 JANUARY 25, 2023 TITLE PLUMBING PLANS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Pm2 E '" GLILING) PLUMBING SECOND FLOOR PLAN SCALE 1 PLUI SCALE U NEW 1" CWS — �.r�wfrw ^tis i b c � `� i J r; C N l0 v O N N CA Lic. No. 32310 Cd 425 NE 22nd. C ST. UNIT 403 0) MIAMI, FL 33137 ' 0` 786.773.3090 d M:954.880.5206 $ john@udbardy.com ....., \` PR Mu ", G"'""NV' ,, Digitally signed ��\(� 10ES ��' b EDGAR Y * No.50051 `:,*;MUNOZ �'• W Date: STATE OF Cp 2023.01.30 S ONA, 1E„o° 1.0:55:01-05'00' EDGAR MUNOZ, P.E. FLLIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 Z 00 ® co W V co CO co Q > (n LL Z M W OG V LLI z rye 0 W � o 2 C/) o Q � M 0 Q W a z r U W 7 O d TITLE HOT & COLD WATER PLANS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO. P,3 4iami Dade County Department of Regulatory and Economic Resources - Job Copy L123007204 - 4/14/2023 12:49:57 PM ?.3.pdf n nrvZ) 12 ""' CEILING) of 1 PLUMBING SECOND FLOOR PLAN L I SCALE PLun IJ SCALE 4c 0 w z m m 0 w a V) a a d Q Z W H Q a w 0 0 z 0 m m z z 0 0 O Z w fY Q z 0 0 R-ECEI` ET Z FEB b ZU23 a w 0 BY:_ 0 J_ m j N d m N N R CA Lic. No. 32310 ad 425 NE 22nd. i ST. UNIT 403 IM MIAMI, FL 33137 .y 0:786.773.3090 d M:954.880.5206 Z john@udbardy.com `��nrmnrrrrq �` �O: ��GENSF •.0� .,�� lei No. 50p51 * : ` •`ckf _ (J ��•.. STATE OF 17 OAF 'rrr/r)nnnNUP� EDGAR MUNOZ, P.E. FL.LIC. NO. 50051 CONSULTING ENGINEER 425 NE 22ND ST. SUITE 403 MIAMI, FL 33137 PONE: 786.773.3090 cn W 0 0 a 0 z a w Q z u U W cr a_ d Z 00 W C C") um co W W cj co °'w Viz IZ v Z O O us05 Cr)w V Q V NO. REVISION / ISSUE Q BUILDING COMMENTS JANUARY 25, 2023 TITLE HOT & COLD WATER PLANS PROJECT NUMBER 22094 DATE AUG, 2022 SCALE AS SHOWN DWG NO Pm3