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REV-20-396 (2)-A, BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED F B 2 4 2020 BY (0Tu FBC 2a-+ Master Permit No. Sub Permit No.y"� REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S2 IOW 100 -TQrmce' City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO 7< Occupancy Type: Load: Construction Type:W—& Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#: �1316-016'�S Address: IS nW 100 TPTr01C%0- City: I"'nyoyl l -56re-, State: F L Zip: 3--A50 Tenant/Lessee Name: Email: 011�61 elt CONTRACTOR: Company Name: rt LMG Ar"o Phone#: (946)'7$0' 13 14 Address: City: f"IIQiVII State: Zip: 33`2S Qualifier Name: a S•GD n Phone#: State Certification or Registration #: G"LG���3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State: Value of Work for this Permit: $ 0 Type of Work: ❑ Addition ❑ Alteration Description of Work: DINW 6Alocq4(Oh llP(4114 Alvl lh„A>a Few �1Y12at- �i� Specify color of cofQr thru tile: Submittal Fee $ P Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Square/Linear Footage of Work: O Zip: ❑ New ❑ Repair/Replace ❑ Demolition r'0-l( fed room ('2itaA A�Iu' Ytmm- . wAy2 v-Z Training/Education Fee $ CCF $ DBPR $ CO/CC $ _ Notary $, Double Fee $ _ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ let S M Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. — , / I Signature / /Z Signature OWNER or AGENT C NTRA OR The foregoing instrument was acknowledged before me this day of F,rV r 20 Zd , by who is personally known to me or who has identification and Ao d1d take an oath. NOTARY PUB Pri seal=' I�ANIMISSION # GG 136806 EXPIRES:Aug. 21, 2021 pwTrMAAFCNNWW APPROVED BY Nil The foregoing instrument was acknowledged before me this 24 day of FW&Uq 20 70 , by -C,gMV A �Gk�y ho is personally known to me or who has produced as identification and NOTARY PUBLIC: Sign: Print: Seal: take an oath. Alvaro # GG a30 MN,. 21 , 2021, Plans Examiner l Zoning (Revised02/24/2014) Structural Review Clerk 425 NE 22nd. ST. Suite 404 Miami, FL 33137 Phone: (786) 773-3090 design & associates inc. E-mail: john@udbardy.com September 09, 2020 Village of Miami Shores Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 Response Sheet # REV-02-20-396 (18158 - Siles Residence) Address: 82 NW 100 Ter Miami Shores, FL 33150 No. COMMENTS MECHANICAL (BY Perez Jan Pierre) Doc. No. 1721 Rev. 7 RESPONSES HOOD EXHAUST FAN IS 600CRM REQUIRES MAKE-UP AIR HOOD EXHAUST FAN ADJUSTED. SEE SHEET M.2 This is an as built plan already approved in the inspection. PLUMBING (BY Massanet Maykel) 1 FBC P 607.2 Provide development length of the hot water piping, from the This is an as built plan already source of hot water to the fixture that require hot or temper water approved in the inspection done by yourself. Thank you, E ar Munoz, P.E. FL. c. # 50051 /0�2/2,OW 1of1 `11�t1111111l���� N0 54051 •�� 0: Sr S•.OR•I DP •'`J�'.�`` GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSKNS AND CONDITIONS AT JOB SITE BEFORE STARTING WORK. DISCREPANCIES SFALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 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 SUBSTITLTIONS 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 MID/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 PUNS BY OTHERS, UNLESS REQUESTED IN WRITING, AND R S 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 ALL THEREIN. PERMIT AND APPLICABLE RESOLUTIONS • APPLICANT WILL COMPLY WITH ALL ORDINANCES OF THE MAMI-DARE COUNTY AND CITY BUILDING CODE PRIOR TO STARTING CONSTRUCTION. • IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDTNONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY. DEMOLITION NOTES 1. REMOVE ALL EXISTING CONSTRUCTION AND FINISHES NECESSARY FOR THE COMPLETION OF THE WORK AS DEPICTED ON THE DRAWINGS. INCLUDING BUT NOT UMITED TO ITEMS SHOWN ON THE PUNS WITH DASHED LINES. NECESSARY DISCONNECTS AND ALTERATIONS TO EXISTING MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INCLUDED. PATCH AS REQUIRED ALL CONSTRUCTION TO REMAIN IN ACCORDANCE WITH THE CONTRACT DRAWINGS. WHERE CONTRACTOR IS DESIGNATED TO MAKE REMOVALS, DISPOSITION OF MATERIALS IS THE RESPONSIBIUTY OF THE CONTRACTOR. VERIFY WITH OWNER, THE DISPOSITION AND REMOVAL OF ANY COMPONENTS OF SALVAGEABLE VALUE 2. ALL REMOVALS, UNLESS SPECIFICALLY NOTED OR REQUESTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 3. REMOVE ONLY NON -LOAD BEARING CONSTRICTION AND PARTITIONS. CONTRACTOR TO VERIFY, PRIOR TO REMOVAL, THAT NO STRUCTURAL COMPONENTS, I.E. BEARING WALLS, BEAMS, HEADERS, ETC.. SUPPORTING FLOOR, ROOF OR CEILING JOISTS ARE DESIGNATED FOR REMOVAL. CONTACT THE ARCHITECT PRIOR TO REMOVAL OF ANY CONSTRUCTION IN QUESTION OR DEVIATING FROM THE DESIGN INTENT. CONTRACTOR'S NON CONTACT OF ARCHITECT PRIOR TO REMOVAL OF ANY WORK INDICATES HIS COMPLETE UNDERSTANDING THAT NO LOAD BEARING OR STRUCTURAL WORK IS BEING ALTERED UNDER THIS CONTACT. 4. PATCH ALL FINISHES TO MATCH EXISTING, INCLUDING BUT NOT LIMITED T0, GYPSUM BOARD, PLASTER. ACOUSTIC SYSTEMS, WOOD TRIM, COVENS, BASE, PANELS, RAILS AND WAINSCOT. VERIFY MATCH OF NEW FINISH MATERIALS TO EXISTING IN COLOR, TEXTURE, PROVIDE OTHER MATERIALS TO MATCH EXISTING WHEN REWIRED. TO BE APPROVED BY OWNER. 5. PATCH EXISTING WALLS GYPSUM DRYWALL OR PLASTER TO MATCH EXISTING OF SUFFICIENT THICKNESS TO MAINTAIN UNIFORM WALL THICKNESS. 6. WHERE APPLICABLE LEVEL ALL EXISTING FLOORS AS REQUIRED TO REGENE NEW FLOOR FINISHES. INSTALL REQUIRED TRANSITION PIECES BETWEEN VARIOUS FLOOR FINISHES SUITABLE FOR CONDITIONS AND ACCEPTABLE TO THE OWNER. MATCH EXISTING WHEREVER POSSIBLE. INTERIOR FINISHES NOTE • INTERIOR WALL, CEILING, FLOOR, DECORATIONS AND TRIM SHALL COMPLY WITH FBC CHAPTER 8. • THE CLASSIFICATION OF THE INTERIOR WAIL AND CEILING FINISH MATERIALS IS CLASS C: FLAME SPREAD INDEX 76-2DO; SMOKE -DEVELOPED INDEX 0-450. • INTERIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAT CLASS II (0.22 WATTS/CM-OR GREATER AS PER NFPA 253. • CURTAINS, DRAPERIES, HANGING AND OTHER DECORATIVE MATERIALS SUSPENDED FROM WALLS AND CEIIJNGS SWJ1 MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF NFPA 701 IN ACCORDANCE OF SECTION 806.2 OR DE NONWMBUSTIBUF LEVEL NOTE MAX. )4' 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 SHA L BE SAFETY GLASS CAT I IF CITE IS LESS 9 S0. FT. • IF GLAZING IS MORE THAN 9 SO. FT. GLASS CAT II SHALL BE PROVIDED. • HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH CAT. II SAFETY GLASS ACCORDING TO FBC. R308.4 CEILING AND SOFFIT HEIGHT NOTE • NEW CEIUNG AND SOFFIT HEIGHTS ON OCCEPABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL BE 7'-6' MIN. • BATHROOMS, TOILET ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL HAVE A CENNG 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 NMABSORBENT 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 TERMITE PROTECTION NOTE • AS PER FBC 1816.1.7 'BUILDING(S) SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE 'FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY PERFORMING THE TREATMENT. SOIL COMPACTION NOTE • FILL SUPPORTING SHALL BE COMPACTED UNDER THE SUPERVISION OF A SPECAL INSPECTOR TO A MINIMUM OF 95 PERCENT OF MAXIMUM DRY DENSITY FOR ALL LAYERS. AS PER PRO, 1820.3.1 SOIL STATEMENT NOTE • VISUAL INSPECTION PER ST.B.C. SEC. 2403.2 REVEALS THE SOILS TO BE COMPOSED OF FIRM SAND AND ROCK WITH AN ASSUMED BEARING CAPACITY OF 2000 P.S.F. SHOULD CONDITIONS VARY FROM THIS ESTIMATE THE ENGINEER SWJl BE NOTIFIED BEFORE PROCEEDING WITH THE WORK. ALSO A LETTER WILL BE SUBMITTED AFTER THE GROUND HAS BEEN BROKEN ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN S BASED. 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, STAIRS, 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 MANUFACTURERS SPECIFIC INSTRUCTIONS. C. POLISH GLOSSY SURFACES. D. CLEAN PERMANENT FILTERS, MID 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. BUILDING DATA FOLIO 11-3101-018-0360 ADDRESS 82 NW 100 TER MI Shores, FL 33150-12DB LEGAL DESCRIPTION 1 53 41 NAVARRO SUB PB 12-59 WI/2 LOT 5 & ALL LOT 6 & E15FT LOT 7 BLK 4 LOT SIZE IRREGULAR YEAR BUILT 1947 FLOORS 1 TYPE OF CONSTRUCTION 111-B STRUCTURE (EXISTING) CONCRETE BLOCK WALL WOOD ROOF FLORIDA BUILDING CODE 2017. 6TH EDITION (EXISTING) NATIONAL ELECTRICAL CODE 2014 SCOPE OF WORK INTERIOR REMODELING & ADDITION • NEW MASTER BEDROOM, BATHROOM & WIC • NEW UTILITY ROOM • REMOVE AND RELOCATE KITCHEN • REMOVE AND UPGRADE AIR CONDITIONING SYSTEM • REMOVE AND RELOCATE WATER HEATER • REMOVE AND RELOCATE WASHER & DRYER • REMOVAL OF AN INTERIOR LOAD BEARING WALL AND BEAM REINFORCEMENT • NEW WINDOWS AND EEXX'ERIOR DOORS UNDER SEPARATE PERMIT • NEWS SWIMMING POOL (BY OTHERS UNDER SEPARATE PERMIT) LEVEL OF ALTERATION II 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 DR L • BUILDINGS THAT DO NOT CONTAIN MORE THAN TWO DWELLING UNITS. AREAS EXISTING RESIDENCE AREA 2.061 SQ. FT. AREA OF WORK 600 SQ. FT. ADDITION 354 SO FT. TOTAL NEW AREA 2,415 SQ. FT. ZONING LEGEND ZONING. RU 1 SINGLE FAMILY SIZE OF LOT: 90' x 107' LOT AREA: 9,720 EXISTING ALLOWABLE PROPOSED No. OF STORIES 1 - 1 LOT COVERAGE 2,061 3.281 2,387 121.20%) (35%MAX.) (25.46%) SETBACKS PRINCIPAL FRONT 30.0025.00' 30.00 SIDE RIGHT 21.5' 10.00, 21.5' SIDE LEFT 19.8' 10.00' 19.8' REAR 27.33' 15.00, 20.0 LOT WILL BE GRADED BOAS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER 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 IT 0), FLORIDA STATUES EFFECTIVE 7110187 SILES RESIDENCE INTERIOR REMODELING 8 ADDITION zn s' REMOVE IIANDD REPLACE' CUI cwixcu-n � sn9ncK 0 EXISTING 120 GALLON GAS PROPANE .TANK iI s' CBS ADDMOH LDf 7 82 NW 100 TERRACE MIAMI SHORES, FL 33150 1 LOCATION MAP / I 1 NTS v NW 1110TH TOVIIACE T - 90.00' EXIST. ASPHALT ORNEWAY OOIRED 5E1� M1t j/ Ira ... EX15T91D-_ Af510DNCE REST o ^ LOT 6 J 2 PROPOSED SITE PLAN ( Oitfl6),��{ REPLACED (350 'i50. FI.) • SHEET INDEX G o ARCHITECTURAL Al LOCATION PLAN, SITE PLAN & GENERAL NOTES • • • • A2 DEMOLITION FLOOR PLAN • • A3 PROPOSED FLOOR PLAN • • • • • A4 ELEVATIONS • • • A.5 ELEVATIONS • • • A6 ROOF PLAN • • • ELECTRICAL E.I ELECTRICAL FLOOR PLAN, NOTES, & SCHEDULES • • • • MECHANICAL M.1 MECHANICAL FLOOR PUN & MECHANICAL NOTES • • • • M.2 MECHANICAL oETAL, • • • PLUMBING P.1 PLUMBING SITE PLAN AND PLUMBING NOTES • • • R2 SANITARY DISTRIBUTION PUN & SAN. ISOMETRIC • P.3 GA5, HOT & COLD WATER PLUMBING DISTRIB. PLAN • • STRUCTURAL S.1 STRUCTURAL NOTES & DETAILS • • S.2 FOUNDATION PLAN • • • 5.3 ROOF FRAMING PLAN • • • S.4 STRUCTURAL DETAILS • • ci L_ N QI A u TA H W CA-. N0. 32310 425 NE 22nd. ST. L SUITE 404 01 MIAMI, FL 33137 'N 0: 786.773.3D90 My M: 954.880.5206 'D johR@udbWdY_- • Digitally 2N"D�ol t EDGAR• • f.• No. INl051 4.' Alim@_4 • • P; TIATEor "=Daie: • ,�•:rSIO�LEna • • 09.05:4 0 • EDGAR MUNOZ, P.E. �• FLLt. NO. 5OR5t • • • • CONSULTING ENGINEER • • 1490 SHERIDAN STREET #A3 • • HOIYWOOD, FL 360000 • • • • Phor@: 786.773.3090 • z _O F O a W - Q W(-) Q � a�S V L zi L ZO F-LtJ O J H � O W W G cf) 2W N� Lu J 00 Q W z �• U C a F Z N0. REVISION / 155UE QBUILDING 1 COMMENTS SEPTEMBER 30,2019 OWNER MODIFICATION FEBRUARY 20, 2020 Q6 AAUGUST 12S, BUILT 2020 TILE GENERAL NOTES & LOCATION PLAN PROJECT NUMBER 18158 DATE MARCH 20, 2019 SCALE AS SHOWN DWG NO. A.1 APPROVED (NOR 17-1020.04) FIBER GLASS ROOF PAPER HOT MOPPED OVER 301 FELT PAPER LAPPED FOUR INCHES AND TURNED UP VEftnCAL SURFACES A MINIMUM OF 4' AND NAILED WITH 1'XO.12 GALVANIZED COIL ROOFING RING SHANK NAILS AT 6' CENTER TO CENTER AND 4' AT NAVE AND LAPPED FELT AREA OVER 19/32" PLYWOOD SHEATHING SECURED TO WOOD RAFTERS WITH 8d RINK SHANK NAILSAT 6' O.C. AND 4' AT BOUNDARIES AND EDGES PROPOSED KEY NOTES 1O. NEW 3-5/8' METAL STUD DRYWALL PARTITION. O NEW CONCRETE BLOCK WALL (RUB TO WOOD FASCIA STRUCTURLL DRAWINGS FOR REINFORCEMENT) W/(2)16d NAILS. R-30 INSULATION SMOOTH STUCCO FINISH ON METAL 7O. NEW DOOR (SEE DOOR SCHEDULE) LATH ON %' EXT. GRADE PLYWOOD PRE-FRABRIGTm WOOD TRUSS, SEE STRUCTURAL PLAN. METAL STRAP, 4O. NEW KITCHEN CABINETS AND APPLIANCES AT NEW SEE STRUCTURAL PLAN k SCHEDULE. LOCATION 1/2' GYP BD ON 1X3 FURRING STRIPS 0 16" O.C. CONCRETE TIE BEAM, 5O. NEW PLUMBING FIXTURES AS PER NEW LAYOUT SEE STRUCTURAL PLAN k SCHEDULE. MIN. R-4.2 INSULATION (TYP.) © NEW WINDOWS (SEE WINDOW SCHEDULE) UNDER SEPARATE PERMIT 7O. NEW CONCRETE STEPS IX4 P.T. FIRE STOPS 0 MID POIM CONCRETE BLOCK WALL, SEE STRUCTURAL PLAN. BO. NEW BULT-IN CLOSET 1/2' GYP BD ON 1X2 P.T. FURRING STRIPS 0 16" O.C. O NEW AHU-1 USING EXISTING UNES Al P.T. WOOD NAILER CONT. (TYP) 10. NEW TILE ON OUTSIDE STAIR W000 BASE 11. NEW OUTDOOR GAS TANKLFSS WATER HEAIEfl 1/2' OP. JOINT CONCRETE BLOCK WALL, FINISH FLOOR SEE STRUCTURAL PLAN. (IDNEW CONCRETE COLUMN (REFER TO STRUCTURAL EL +0'-0" DRAWINGS) TO SLAB r CONCRETE 1 13. NEE STEEL COLUMN (REFER TO STRUCTURAL SEE STRUCT URAL PLAN. 1 DRAW TUGS 6 MILL VAPOR BARRIER III —III— 1 I' 14. NEW CU-1 USING EXISTING CONNECTIONS OVER TERMITE TREATED III WELL COMPACTED FILL — III —III III 1 EL -1'-D" . I III III— =II T.O. EXISTING GRADE t6 FILL TRENCH AND REPAIR CONCRETE SLAB AS PER —III III —I —III DETAIL 2/A3 III—IIII 1 III —III- � 1T_ (aD EXIST] 120 GLLLON GAS PROPANE TANK TO REMAIN CONCRETE FOOTING 17. NEW TILE FLOORING THROUGH OUT .—.• - (SEE STRUCTURAL PLAN 4 SCHEDULE) IIIIII III— —III—III IIIIII 18 NEW WASHER AND DRYER =III=III=III=III=III=� GD NEW STIAM SHOVER GENERATOR 4 TYPICAL WALL SECTION -HIPPED ROOF SCALE: 3/4"=1'-0' APPROVED (NOR 17-1020.04) FIBER GLASS ROOF PAPER HOT MOPPED OVER 30i FELT PAPER LAPPED FOUR INCHES AND TURNED UP VERTICAL SURFACES A MINIMUM OF 4" AND NAILED WITH 1'XO.12 GALVANIZED COIL ROOFING RING SHANK NAILS AT 6" CENTER TO CENTER AND 4" AT EAVE AND LAPPED FELT AREA OVER 19/32" PLYWOOD SHEATHING SECURED TO WOOD RAFTERS WITH 8d RINK SHANK NAILS AT 6" O.C. AND 4' AT BOUNDARIES AND EDGES OD BLOCKING SLOPE 1 4' PER FT. W/(2)16d NAILS. PW/(2)6d INSULATION WOOD FASCIA W/(2)154 NAILS. G S AT MID SPAN SMOOTH STUCCO FINISH ON METAL WOOD J015T, SEE LATH ON EXT. GRADE PLYWOOD STRUCTURAL PUN. METAL STRAP, SEE STRUCTURAL PLAN k SCHEDULE. 1 /2' GYP BD ON iX3 CONCRETE TIE BEAM, FURRING STRIPS 0 16' O.C. SEE STRUCTURAL PLAN k SCHEDULE. MIN. R-4.2 INSULATION IX4 P.T. FIRE STOPS O MID POINT STUCCO FINISH TO MATCH EXISTING 1/2" GYP BD ON 1X2 P.T. � r FURRING STRIPS 0 16' O.C. P.T. WOOD NAILER CO HT (TYP) WOOD BASE 1/2" EXP. JOINT CONCRETE BLOCK WALL FINISH FLOOR SEE STRUCTURAL PUN. EL +0'-0" TO SUB CONCRETE SUB, I SEE STRUCTURAL PLAN III —III 1 6 MILL VAPOR BARRIER OVER TERMITE TREATED =III —III WELL COMPACTED FILL —III—I i—I • I III—III—� III —I ur .. CONCRETE FOOTING �—` • I —I I (SEE STRUCTURAL PUN R SCHEDULE) 3 jUPITC L WALL SECTION -FLAT ROOF SCALE: 3/41'-0' 3 - 2 ILA-IO ii'-4 g-10 MA%. Zt - E 4„ - - I"� S Y►SIER HOIt0011 • • • sTUMD 5'— EL .10 00' NGVD - 1 • • • F.F.E, I EL .10 00' NGVD p O EL .10 DO' NGVD F F.E • ! • ! • • F.F E. m DRY 0 • • • ! • ROOM � 2'�' 1 17 _ 1 I 9 • • j-IQ • • • • WINDOW SCHEDULE SYM, TYPE WI NDOW SIZE MATERIAL LOCATION REMARKS HOA CRYSTAL FRAME IW X H) Oi HORIZONTAL ROLLING 39" X 51' ALUMINUM STUDIO IMPACT 18-1220.07 GLASS 2 FIXED PANEL 69" X 10" ALUMINUMGLASS MASTER BATHROOM IMPACT 18-1220.06 3 CASEMENT 30" X 60" ALUMINUMGLASS MUSTER BEDROOM IMPACT 17-1011.22 OE EXISTING VARIOUS VARIOUS IMPACT GUESS DOOR SCHEDULE SYM. TYPEXH)2E TYPE DOORSI MATERIAL LOCATION REMARKS NOA RYSTAL FRAME Oj SUITING DOOR W/ SIDE PANELS 160" X 96' ALUMINUM / GLASS DINING ROOM NEW (EXTERIOR) 18-1220.09 O FRENCH DOOR 60' X 96' ALUMINUM / MASTER BEDROOM NEW (EXTERIOR) 18-1220Al O3ASS POCKET DOOR 36' X 96" HOLLOW CORE STUDIO NEW © SWING DOOR 36" X 96" HOLLOW CORE BATHROOMS 8 W.I.C. NEW O SWING DOOR 35" X 96' HOLLOW CORE MASTER BEDROOM NEW © SWING DOOR 36" X 96" HOLLOW CORE GARAGE NEW 0 SWING DOOR 36" X 96" ALUMINUM / ENTRANCE NEW (EXTERIOR) 18-1220.11 O EXISTING DOOR VARIOUS VARIOUS EXISTING ALL DOORS, HARDWARE, AND KNOBS MUST BE SELECTED BY OWNER _ PNIF PAPER 7 2 I I BEDROOM 2 O EL HD OD'NGVD L FEE N 15 8 15 g • • 2 dd VAC. • • • ----------------------- 3 J Q 0� �.+sa.A...•.vrvc.❖ s.•.�si Q - - lA•4G �AFU-1 ROOM 6 �EL +1000'NGVD I' F.F.E. OMMOE EL .10 00' NGVD FFE 7 BE11110d1 EL.J. 9.00' NGVD O3 �IY.F E FF E n ENITMNCE n U__ 10 LEGEND EXISTING CONCRETE BLOCK WAIL TO REMAIN NEW CONCRETE BLOCK WALL EXISTING DRYWALL PARTITION TO REMAIN NEW DRYWALL PARTITION WALL 1 PROPOSED FLOOR PLAN SCALE: 1/4•=1'-O• -' /5 IN. EAR DOWELED 6" INTO EXIST. 4" CONIC. SUB WITH HIGH STRENGTH MASONRY EPDXY (1W0 PART) AND SPACED AT 16" O.C. VAPOR BARRIER 4" DA. PVC PIPE 4' CONC. SUB TO BE FLUSH E EXISTING CONIC. SLAB .,. COMPACTED/STABWZED SUB -GRADE 2 ISLAB REPAIR DETAIL N.T.S u C .N v u O N CA Lic. No. 32310 01(I 425 NE 221nd. ST. = SUITE 404 Q) MIAMI, FL 33137 'y 0: 78%73.3090 y M 954.880.5206 I°h�@.dba y. • Digitally • •. • Signi-SM; ML ;i 31ATI°N Date" • 2036.61?A: .. 09; 13. dd • C0A•d,MUiia p FLLJC. NO. 5 TT �+ • CONSULTING ENGINEER • 1490 SHERIDAN STREET /A3 • • • HORYW000. FL 390" • • • • Eh& 786.773.3t190 • 0 0 0 0 • •DOS; Z O CD i� C Q Lu c Q W < c') U � _j fi� LL W Lu Uj Z 0 - Lu O Q' N o 0 W W W G U) 2W N� W J_ oo Q 0 U _0 K a `W r Z No. R-1- / 1s 1 QBUILDING COMMENTS 1 SEPTEMBER 30, 2019 QBUILDING COMMENTS 2 OCTOBER 17. 2019 QOWNER MODIFICATION 3 FEBRUARY 20,2020 QAS BUILT B AUGUST 12, 2020 k 4- PROPOSED FLOOR PLAN PROJECT NUMBER 18158 DATE MARCH 20, 2019 SCALE AS SHOWN Uw No. A.3 WINDOWS AND DOORS UNDER SEPARATE PERMIT AC UNIT SCHEDULE Blower Motor. MuM Speed - ECM Bmd: Goodman CFM: 2.000 Cook BTU: 60,000 IBectrid: 208/ 230 V.1 Phase 60 Hz Ene Souris: Electric Iv J Liquid Lim: 3/9, M. Breaker Size: 15 amps QMin. Breaker Size: &6amps x Model: ASPT61D14 ;;=.I C ci : STon Q Product Depth: 21" Product iRel 58" Product Le h: u1J2" Product Ship We4ht: 16711x. Rehigerard: R41M Suctlon Une: 7/9" Brand: Goodman Communirati No Compressors es: SI e5 e Coro ressor Stroll Cooli BTU: s4,000 Decibel level (dBA): 73 EfBdency: 16 SEER Electric: 208 /290 V.1 Phase 6D Hz Ene Source: Elect ric Z Ene Scar: Yes Liquid line: 3/B" W liquid Valve Size: 3/8" to Z Mal Breaker Size: soamps W Min.8maker Size: 29.6 amps Z Model: GSX160501 O Nominal to xi : 5Ton Product De 351/2" Product Height: 38 2/4" Product le h: 351/2" Product Shi WN ht: 302 Its. Refri rent R41M on Un suctie: 7Ar Valve Size: 7/8" !Von UPC: OM Valve T Sweat FAN SCHEDULE MARK EF1 EF-2 SERVES BATH 1 &2 KITCHEN HOOD MANUFACTURER DELTA THERMADOR - MODEL4 ITG60 HMCB36W5 FAN TYPE IN -LINE DIRECT FAN WEIGHT 41M, 69lbs DUCT SIZE 4.0 810 TOTAL CFM 80 600 TOTAL EXT. STAT. PR. 114 - DRIVE TYPE DIRECT DIRECT MOTOR CAPACITY H.P. 114 114 WATTS 9.5 455 ELECTRIC SERVICE VIHZ 120M 12NO FAN RPM 1550 2490 SOUND LEVEL ISONESI 13 2.3 HEATING COIL COOLING COIL VIBRATOR ISOLATOR ALL THREADED SUPPORT TO STRUCTURE SIZE AND TYPE AS PER UNIT AS BY SYSTEM APPROVED BY OWNER MANUFACTURER STRUCTURAL ENGINEER. SUPPLY AIR DUCT AIR FILTER RETURN AIR DUCT COIL OVERFLOW _____ -O. GRAIN --- - l OVERFLOW PAN AND DRAIN FLEXIBLE CONNECTION (TYP.) REFRIGERANT PIPES FLEXIBLE SIZE & NUMBER AS PER UNIT caAIN PUN ovERFLrnv MANUFACTURER DRAIN �D D SUPPORT CHANNEL FULL LENGTH UNDER UNIT WHEN AIR HANDLER IS LOCATED ABOVE FINISHED SPACE A 3' (19AMM) SECONMRY DRAIN LINE MUST BE CONNECTED TO SECONDARY DRVN PAN, OR CONNECTED TO THE OVERFLOW BQ DRAIN OUTLET OF THE AIR HANDLER DRAIN PAN. CEILING MOUNTED AIR HANDLER DETAIL TUTS FIRING QUADRANT SEAL JOINT WITH OPERATOR HANDLE TO BE DUCT SEALER OUTSIDE INSULATION. g TAPE PROVIDE INSULATION GUARD WHERE NECESSARY. 0 a� FLEXIBLE WIRE HEUX AND PLASTIC DUCT. MAIN BRANCH SPIN COLLAR FITTING WITH DAMPER AND 45' SCOOP. NOTE : THE SPIN COLLAR FTFTNG WITH DAMPER IS INTENDED TO BE USED ONLY IN ATTIC SPACES IN WHICH THE QUADRANT OPERATOR CAN BE ADJUSTED, IF ACCESS IS NOT AVAILABLE THEN A RADIAL BLADE DAMPER AS MANUFACTURED BY METAL-AIRE, MODEL NO. AG-100 SHALL BE INSTALLED WHERE THE FLEXIBLE DUCT CONNECTS TO THE DIFFUSER BOOT AND A SPIN COLLAR WITHOUT A DAMPER SHALL BE INSTALLED IN THE RUNOUT AS INDICATED. FLEX DUCT CONNECTION DETAIL NTS ANGLE RIVETED OR SPOT WELDED AS REQUIRED METAL SCREEN 1 /2" SCREE7� rr' X = DUCT SIZE + 25% I— —x�H NOTES: FLASHING 1. R = W/2 ROOFING 2. SEAL ALL JOINTS. 3. DEPTH OF DUCT SHALL INCREASE 6" FOR EACH ROOF DECK ADDITIONAL 4" CIA. EXHAUST DUCT. 4. W = WIDTH OF SPECIFIED DUCT. EXIST. ROOF JOIST 5. ATTACH CURB TO STEEL ANGLES h TOP CHORD PREFAB ROOF CURB STEEL JOIST W/ 3/8" CARRIAGE BOLTS AT EACH CORNER. 4" CANT STRIP GOOSE NECK DETAIL NTS FIBER GU55 DUCT BOARD. STANDARD DUCT MADE WATER TIGHT 2" MIN. 9-1/2" MIN. FIRING QUADRANT SEAL JOINT WITH OPERATOR HANDLE TO BE DUCT SEALER OUTSIDE INSULATION. & TAPE PROVIDE INSULATION GUARD WHERE A FIBER GLASS DUCT BOARD. FLEXIBLE WIRE HEUX� AND PLASITC DUCE. MAIN SPIN COLLAR FITTING WITH DAMPER AND BRANCH 45' SCOOP. NOTE : THE SPIN COLLAR FIRING WITH DAMPER IS INTENDED TO BE USED ONLY IN ATTIC • • • • • • SPACES IN WHICH THE QUADRANT OPERATOR CAN BE ADJUSTED. IF ACCESS IS NOT AVAILABLE THEN A RADIAL BLADE DUMPER AS MANUFACTURED BY METAL -ARE, MODEL NO. AG-100 SHALL • • • • • • BE INSTALLED WHERE THE FLEXIBLE DUCT CONNECTS TO THE DIFFUSER BOOT AND A SPIN COLLAR WITHOUT A DAMPER SHALL BE INSTALLED IN THE RUNOUT AS INDICATED. • • FLEXIBLE DUCT CONNECTION DETAIL • • 2 TUTS •• •• i TURNING VANES FASTENED WITH SHEET METAL SCREWS. DUCT ELBOW DETAIL NTS CEIJ,N� METAL FRAMING; / DUCT COLLAR MOUNTING '� BACKDRAFT DAMPER FLANGE SELF DRILLING SCREWS FINISHED CEILING EXHAUST REGISTER ti EXHAUST FAN MOUNTING DIET. 6 NTS AIR -TIGHT TO CONDENSATE PA INLET — H OUTLET TRA TO DAAI TRAP DETAILED DIMENSIONS: H = MAX. STATIC PRESSURE + 1 INCH. J = 1/2 H DIMENSION L = H + J + PIPE O.D. h INSULATION THICKNESS I CONDENSATE TRAP DETAIL 7 NTS ci .y IM V 10 u O N N A CA Lic. Na. 32310 06 425 NE 22M. ST. = SUITE 404 MIAMI, FL 33137 N 0: 786.773.3090 d M'. 954,880,5206 lohn(•�uutltlUertlY.com • Digitally sig?I9(T81• EDGAR • Alf �0 •�'["� � • •NPahS, �.MIKM(i2•• sP� stohN 'W Date" • •"ArF'rS/p ,LEA`- zo3aa���: • t 0 090a;155 • 04: 2 • EDGAMMUAOZ, P.E. • • FL.L.It. NO. 50Q5* • • • • CQNSULTING ENGINEER • • 1490 SHERIDAN STREET #A3 • • HOKYWOOD. FL 380800 • • • • Phont 786.773.3090 • Z O O °c Q w M Q W Q co ado of_j Z z Q I— w O Ofo O O N W N W Do QQc IJ z U0_/ oaE, Z N0. FEVISION / ISSUE QAS BUILT B AUGUST 12. 2020 TTLE MECHANICAL DETAIL & NOTES n - MAR H 22, 2019 AS SHOWN owc No M.2 AIR-CONDITIONING GENERAL NOTES CLEAN-UP NOTES 1. THE ABBREVIATION -AC.- 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, PUBUSHED IN STANDARD FROM BY THE AMERICAI INSTITUTE OF ARCHITECTS SHALL BE PART OF THIS CONTRACT. 3. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH OSHA MID ALL STATE AND LOCAL CODES THAT APPLY. 4. THE AC. SHALL CHECK ALL EQUIPMENT FOR CORRECT VOLTAGE RATING BEFORE INSTALLATION. 5. THE AC. 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 FAMILWOZE THEMSELVES WITH ALL CONDITIONS INVOLVING THE WORK B. IT SHALL BE THE RESPONSIBILTIY OF THE AC. 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 INSTAL A COMPLETE AND PROPERLY OPERATING AIR-CONDITDNING 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 PUNS. 11. THE AG SHALL BE A LICENSED MECHANICAL CONTRACTOR 12, THE A.C. 15 REFERRED TO THE ARCHITECTURAL FIRE PROTECTION PUNS AND SPECIFICATIONS. SUCH PUNS 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 CONFUCT. 15. THE AC. SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CDNSTRUCTION BEFORE INSTALLING DIFFUSERS. I& ALL AR CONDITIONING WORK SHALL NOT INTERFERE WITH CLEARANCES REWIRED 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 AC. SHALL SUBMIT REQUESTS FOR SUBSTITUTIONS IN WRTING. 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 PUNS. MOTOR STARTERS AND CONTROLS ARE TO BE SUPPLIED BY AC CONTRACTOR AND CONNECTED BY ELECTRICAL CONTACTOR. 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. 1. CLEAN UP OF SITE' UPON COMPLETION OF THE PROPOSED WORK, THE PERMIT HOLDER SHALL LEAVE THE SITE CLEARED OF RUBBISH, UEBRS, 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 ATE, 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 A UEN AGAINST THE PROPERTY IN RELATION TO WHICH THE PERMIT WAS ISSUED. 2. THE AC. SHALL KEEP ALL AREAS IN WHICH WORK IS BONG 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 ALLY GUARANTEED FOR (1) YEAR BY THE AC. CONTRACTOR. THE 1 YEAR PERIOD SHALL COMMENCE AFTER FINAL APPROVAL BY THE ARCHTECT/ENCINEER. 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. DUCTWORK NOTES 1. ALL DUCTWORK SHALL BE RIGID FIBERGLASS 1.5' THICK (R-6.0) 2. O/A MAKE UP DUCTWORK NO INSULATION 3. ALL DUCTWORK JOINTS SHALL BE SEALED WITH A UL LISTED SEALANT. 4. AIR DISTRIBUTION SYSTEM CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH THE LATEST EDITION OF THE STATE OF FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A COPY OF THIS SECTION AT THE JOB SITE. 5. ALL 90 DEGREE ELBOWS SHALL BE EQUIPPED WITH TURNING VANES. 6. SPUTTERS AND VOLUME DAMPERS SHALL BE INSTALLED WHERE SHOWN ON PLANS. MECHANICAL SCOPE OF WORK 1. NEW AIR CONDITIONER SYSTEM 8 DUCTWORK AS PER LAYOUT. 2. NEW A/C GRILLES AND RETURN GRILLES THOROUGH OUT 1 NEW EXHAUST FANS IN BATHROOMS 4. NEW KITCHEN EXHAUST HOOD Yf NEF J, f JR77 REFRIGERANT LINE m CONDENSATE UNE 722 EXISTING DUCTWORK NEW DUCTWORK EXISTING FLEX DUCT NEW FLEX DUCT EXISTING RETURN AIR DUCTWORK r NEW RETURN AIR DUCTWORK TURNING VENS ROUND DUCT 0 ROUND DUCT UP c ROUND DUCT DOWN SUPPLY AIR DIFFUSER RETURN AR GRILLE EXHAUST AIR GRILLE BD - BACK DRAFT DAMPER MVO - MANUAL VOLUME DAMPER U.D. ­'- UNDERCUT DOOR 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 RROMOE NEW EXH VENT SCR W/ / INSECT SCREEN) NEW 24# SIG yyy - NEW IMSIFIt BEDROOM NEVI 240 SAD NEW 21X2 SAG COUNG MN ` CELIAC MID 10'Y 150 CFY F � i OWING - 150 CFM ,..-. T T T EN -.-3 � SIIAID � NEW 21# SAD ROOM NEW &# 510 , F CLNG2MIIID R/A 11220 CFM 120 CTIIMET) OE1JNG � �,,,,. �• �• T NEW 3W + SAD CE NG MID 180 CFM BEDROOM IE1N 30.3 RAO CELIAC MID NEW BWS SAG 50 CFM F 2 8'm TT 1 9 I 1 1 1 NEE 300 RIG IaNG MID Bm �� am em tom/ ee MW _ _ _-__ ________ __ __ 12XIO 2400 EF-2 UPI, : KITCHENB.m _ E- �c • EF I F - NL1 2/# NEW 24# SAD CF91NG SAD CEILING MID225 GEM 225 CFM F 26z12 NEW 31 ONG. y R/A 4 00110 11»o.== u F LIVING LAVING NEW 24m2 SAD cam MID BTm 120 CFM � r F A U-1 T NEW 6.5 WIC. SW 50 CFM N 5- . 90 OEM i 6y �- _ ae � NEAP KAM I AHU-1 TO BE MOUNTED AND IXPWED W GARAGE SPACE (SEE DETAIL 1/M2) FEW 244 CGU - GARAGE } NEW CELIAC MID BEDROOM 120 CRd - NEW 36XL �� l SMO CO111G MID - / 180 CF71 T T 1 MECHANICAL FLOOR PLAN SCALE- 1/4'-t'-0' � PROAOE NEW EXH. VENi GRILLE IN, SCREEN fi CAS _� TANIGE55 WN k�NEW 4- METAL DUCT (28 GmGE) -a `PROAOE NEW Q OOVL Sf f CAP o O FEW Cl-1. i -CO LINE ION 06'F AFF S 1A d A .i W N M CA Lc. No. 32310 06 425 NE 22nd. ST. = SUITE 404 pl MIAMI, FL 33137 'N 0: 786.773.3090 doM: 954.880.5206 jM @uEUa,ryo m • Digitally SlAza vo tt•�uZ%ow, EDGAR• bee 'w•?''s, • p� P2W`_ Date: • �'ErF'°�„� •• 09i�i�i• EDGARMUROZ, P.E. • • FLAt. NO. 50&? • • 0 • CQNSULTING ENGINEER • 1490 SHERIDAN STREET /A3 • • HOAYWOOD. FL 300900 • • • • PhonR 786.773.3090 • •••••• z 0 a W 0 aw Q� 0a L) ()� L_l Z Q W Lit C, Z 0 LJ W WCD O N 0 w 0 5- cf) o W N 2i W J_ 00Q 0 0 0: a W F z N. RE11-N / I-E BUILDING COMMENTS JULY 23, 2019 BUILDING COMMENTS FEBRUARY 20, 2020 QAS 6 BUILT AUGUST 12, 2020 nTLE MECHANICAL FLOOR PLAN Y PROJECT NUMBER - 18158 DATE f MARCH 20, 2019 SCUE AS SHOWN DWG No. M.1 GENERAL ELECTRICAL NOTES ARC FAULT PROTECTION NOTE 1. THE NATURE OF THIS CONTRACT INVOLVES REMODEUNG OF EXISTING ALL NEW, EXTENDED OR MODIFIED CIRCUITS SHALL BE AFCI (ARC FAULT FACILITIES. THE ELECTRICAL CONTRACTOR, PRIOR TO BID, SHALL INSPECT CIRCUIT INTERRUPTER) PROTECTION IN ACCORDANCE WITH 2O14 EDITION THE EXISTING CONDITIONS AT THE JOB SITE AND ACQUAINT HIMSELF WITH OF THE N.E.C. 210.12N THE CONDITIONS THAT WILL AFFECT HIS WORK. 2. WORK SHALL BE PERFORMED TO MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (N.E.C) 2014, FLORIDA BUILDING CODE 2017 SMOKE DETECTORS NOTE EDITION, LOCAL AND STATE CODES AND STANDARDS, ALL SMOKE DETECTORS SHALL BE 12DV WITH BATTERY BACKUP, WWDWIRED AND INTERCONNECTED AND LOCATED 36' MIN. FROM ANY A/C 3, ALL WIRING SHILL BE COPPER (CU) THWN INSULATION. IF ALUMINUM SUPPLY WIRES ARE USED: A TO PREVENT OVERHEATING AT CONNECTION POINTS USE OXIDE INHIBITING COMPOUND FOR STRIPPED PORTION OF CONDUCTORS V.P. FIXTURES NOTE INSIDE CONNECTORS. • VAPOR PROOF FIXTURES SHALL COMPLY WITH N.E.C. 410-4 (a) AND B. A PREVENTIVE MAINTENANCE PLAN IS NECESSARY TO ENSURE A SHALL BE MARKED SUITABLE FOR DAMP LOCATIONS. RELIABLE SERVICE INCLUDING VISUAL INSPECTIONS AND TESTS FOR SPLICES AND CONNECTION POINTS. (CORROSION AND TIGHTNESS PRINCIPALLY). INSPECTION INTERVALS OF 2 YEARS MAXIMUM ARE NOTES STRONGLY RECOMMENDED. ALL NEW OUTLETS SHALL BE TAMPER RESISTANCE DEVICES AS PER NEC 2014 406.12 4. ALL NEW CIRCUIT BREAKERS SHALL BE RATED AT MINIMUM OF 10,0DO AC. A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED UGHTING FIXTURES SHALL BE HIGH - EFFICIENCY LAMPS OR A MINIMUM OF 75% 5. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING, CHECK INSTALLED LIGHTING FIXTURES SHILL CONTAIN ONLY HIGH- EFFICIENCY NAMEPLATE DATA OF ILL EQUIPMENT FOR REQUIRED VOLTAGES, MINIMUM LAMPS TO COMPLY WITH FBC R404.1 CIRCUIT CAPACITY, AND OVER CURRENT PROTECTION. LIGHT FIXTURES FOR CLOTH CLOSETS TO COMPLY WITH NEC 410.16 6. ALL BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED. Qg 7. NONNEpWC SHEATHED CABLE CAN BE USED IN DR1 LOCATIONS AS PER NEc 336-6 IC RATED NOTE • RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE 8. IF PVC CONDUITS ARE USED FOR UNDERGROUND FEEDERS, A GROUNDING SHALL BE SEALED TO LIMIT AR LEAKAGE BETWEEN CONDITIONED AND CONDUCTOR SIZED IN ACCORDANCE WITH N.E.C. 250-122 MUST BE INSTALLED AND CONDUIT SIZE INCREASED AS REQUIRED. UNCONDITIONED SPACES. ALL RECESSED LUMINARIES SHALL BE IC -RATED AND LABELED AS HAVING AN AR LEAKAGE RATE OF NOT MORE THAN 2.0 9. TYPEWRITING PANEL TALLY SHAY BE FURNISHED AFTER JOB IS CFM (0.944 L/S) WHEN TESTED IN ACCORDANCE WITH ASTM E 283 AT A COMPLETED REFLECTING ALL CF14NGES AND ADDITIONS FOR NEW CIRCUITS. 1.57 PSF (75 PA) PRESSURE DIFFERE ITW.. ALL RECESSED LUMINARIES SHALL BE SCALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND 10. RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND INTERIOR WALL OR CEILING COVERING. 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, 11 ALL ELECTRICAL LIGHTING FIXTURES & RECEPTACLES ARE DUSTING TO REMAIN UNLESS OTHERWISE SPECIFIED. 14. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER TO FIELD VERIFY INSTALLATION FOR OUTLETS AND UGHTING RXTURES. 15. BEFORE INSTALLING FLOOR OUTLETS CONTRACTOR SFMLL COORDINATE EXACT LOCATION OF RECEPTACLES / UGHTING FIXTURES WITH OWNER. 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, PANELBWiDS, 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 DUSTING 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 ESTABUSHED SUCH THAT NO ADDITION& COSTS WILL BE INCURRED BY THE OWNER. ANY WORK, OTHER THAN AS DESCRIBED ON ANY ITEM OR SYSTEMS SHALL BE QLAUFIED WITH THE BID. THESE DRAWINGS REWIRED TO PROVIDE AND INSTALL 5. PRIER 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 DDAOLRION 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 REWIRED DURING DEMOLITION AND CONSTRUCTION SCOPE OF WORK B. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE SERVICE INTERRUPTIONS WITH THE OWNER AND GENERAL CONTRACTOR. ELECTRICAL LEGEND SYMBOL DESCRIPTION DUPLEX RECEPTACLE SINGLE RECEPTACLE GFl RECEPTACLE ® SPECIAL RECEPTACLE d ELECTRICAL LOIDCENTER ® SMOKE DETECTOR $ SWITCH $ 3 THREE WAY SWITCH $D DIMMER SWITCH Q JUNCTION BOX N (BOLD) DENOTES NEW E (LIGHT) DENOTES EXISTING RL RELOCATED DATA CABLE TV ® FIRE ALARM SPEAKER Q FIRE ILMM >� CONTROLLED RECEPTACLE {K.T CLOCK RECEPTACLE EXHAUST FAN. Q CARBON DIOXIDE DETECTOR EXTERIOR FLOOD LIGHTS ABBREVIATIONS AR HANDLER UNIT AHU AMPERES AMP AMPERES INTERRUPTING CAPACITY AC AMERICAN WIRE GAUGE AWG CONDUIT C CEILING CLG CIRCUIT CKT COPPER CU DISCONNECT(ING) DISC DRAWING(S) DWG EACH FA EXHAUST FAN EF EQUIPMENT EQUIP ELECTRIC WATER HEATER EWH EXISTING EXIST FULL LOAD AMPERES FLA FLUORESCENT FLUOR GROUND FAULT CIRCUIT INTERRUPTER GFCI GROUND FAULT PROTECTION GFP GROUND GND HIGH VOLTAGE HV INCANDESCENT INC JUNCTION BOX JB KILO -VOLTS kV KILO -VOLTS -AMPERES kVA KILO -WATTS kW KILO-WATT-HDURS kWH LIGHTING LTG MAIN CIRCUIT BREAKER MCB MOUNTED MM NATIONAL ELECTRICAL CODE NEC OVERHEAD OH PANEL PNL PULL STATION INSIDE PSI POLYVINYL CHLORIDE PVC RECEPTACLE REC RIGID GALVANIZED STEEL FIGS TELEPHONE TEL TYPICAL TYP UNDERGROUND UG UNLESS OTHERWISE NOTED UON VOLTS V VOLT-AMPERES VA VAPOR PROOF VP WATTS W WEATHER PROOF WP TRANSFORMER XFMR CODE REFERENCE NOTE • NEC 2014 IN EFFECT. • FLORIDA BUILDING CODE 2017. 6TH EDITION IN EFFECT ELECTRICAL SCOPE OF WORK 1. KITCHEN RELOCATION 2. NEW MASTER BATHROOM 3. BATHROOM 2 REMODELING 4. NEW UnLITY SINK 5. WASHER AND DRYER RELOCATION 6, NEW LOCATION TANK WATER HEATER 7. NEW ARU-1 & CU-1 8. NEW STEAM SHOWER AT MASTER BATHROOM ELECTRICAL CALCULATIONS L BOX F SECURITY J. BOX F SECURITY I. LOADCENTER A 1. RESIDENCE O 3WATTS/ SF (2,415 S.F. X 3W) = T24 KVA 2. 2 SMALL APPLIANCE CKT O 1.5 KVA EA. = 3.00 KVA 3. APPLIANCES = 22.92 KVA 4. SUBTOTAL 33.16 KVA 5. FIRST 10 KW O 100% = 10.00 KVA 6. REMAINDER O 40% : 23.16 x .40 = 9.26 KVA 7. AHU-1 - 11.26 KVA 8. TOTAL 2 KVA �AMMPS 30.52 KVA (1000) = 127.17240 6 ELECTRICAL REVIEW %4 xq4g, 2,m Ic APPROVED DATE Film ■ -■�, ■1�!� 11 III am. N BITHOOM N WP/GFl SSYST M W 7 T 6 n. A - NI jN A-27 ------ A-25 N 12 i STUDIOmm ' A-2 j� III E P/M)WO' A- 111 _I` A-25 A-18 N__- - i_ Mom'• Q PM[ " A-18 A-18 6 --AA-25 A 11 �A A-73 jjjj 't✓�iT _ 4- 1 UNDER A-" A-11'\` I � , BFDFOOM i G N CABINET 2 A-1 A-23 N� A-29 " \.�. A_1i � WC •' A-18 !� ( N( A-18 A E `) ,N64 A. 6 jA- --- IANqA-18 N KIICIEN#-`f1tJ-BOX UOFR Ne,�(A_1A- - - y UPPER-tlBMET i DI A,. it NJ, „� N G L I '� % A 11 ^�W ------ A-11 _-_ EA�9 � - N�. ______- __�N� A-22 JA 11 A-72 V N J64 J f 4 �'!'.. A-9 W, A-9 JA-20 E- 9MRDOM 3 N (( NA` N Et-E V U"a j>�N60'AF.F ROOM 11 A- E UNDER A-14 FOR SECURITY �N Cy J A 30 CAT r5Y5fEN J N 1(bN I_ A-32 Al A-12 N A- 12 A-12 r�A-30 N•® "� A 12 CAT 6 N� ` \A-12 '_ A-12 ` p MASTER BEDROOM ) NA �( FOR SECURITY A-12(N D • • • • • • N� _ • N A_,., • • • • • • A_ 2 A-12 AN 12 • • • • " • • ev T4. Fkr • WJL I.. ••••• • • • • A"- " • • --1L-14 A 14 A 14 -- N 1�.p • • • 14 `JL.I4 • • • N�1 NCI J-BOX A 1 MASTER N`� C4 BATHROOM f_2-WH 16 ElA 1\ VP . N 6 Q NU-1 I, `N VI288--_A-L'I2/4 2-& NF c -EXISTING Aw\ ELECTRIC PANEL -5/7 2 NEW 6A- BOME " a A_WGAINE W-1. TT� OPENER DOOR /« A' 7� A-70 _ _______ CAT 6 A_ 0 WP/GFl ______ _ __-- N E CAT 6 - _. A-30 - - - - - _- N _ N --' N J A L _ A-3A_W SECURITY FOR 0 A-30 _ ____ _____ ___ SEClR81Y SYSTEM 1 ELECTRICAL FLOOR PLAN SCALE: 1/4'=1'-0' EXISTING LOADCENTER "A" 120/240/1/60 NEMA I 10,000 AC 3 WIRE KVA TRIP POLE CON DUIT WIRE DESCRIPTION CKT I CKT DESCRIPTION WIRE CON DUIT TRIP POLE KVA 3.45 30/2 10 OVEN 3 X 4 MU-1 _I 60/2 11.26 X 4.25 40/2 8 CO-1 5 % 6 DRYER 10 30/2 5.00 7 X B - 15/1 14 • LPANG ROOM LIGHTING & REC. 9 X 10 •• WASHER 1 20 1 1.50 - 15/1 14 • KITCHEN LIGHTING 11 % 12 ' MASTER BEDROOM LTG & RECEPT. 14 15/1 - 1.20 0 1 •• DISHWASHER 13 X 14 • MASTER BATH & W.I.C. UGHTING 14 15/1 - 1.10 20/1 12 • MICROWAVE 15 X 16 • MASTER BATHROOM GFI 1 1 - 0.56 20/1 12 •• GARBAGE DISPOSAL 17 % 18 • BEDROOM 2 LTG & RECEPT. 14 15/1 0.87 20/1 12 ' REFRIGERATOR 19 X 20 • BEDROOM 3 LTG & RECEPT. 14 15/1 - 1.50 20/1 12 • SMALL APPLIANCES CKT 1 21 X 22 • BATHROOM 2 UGHTING 14 15/1 - 1.50 20 1 12 • SMALL APPLIANCES CKT 2 23 X 24 •BATHROOM 2 GFI 1 t - 15/1 14 • DINttNG ROOM LTG. & REC. 25 % 26 • GARAGE LIGHTS 14 15/1 - - 15/1 14 • UTILITY ROOM LTG. & REC. 27 X 28 • GARAGE & UTILITY GTE 1 1 - 0.78 20 1 1 •• WINE COOLER 29 X 30 • EXTERIOR LIGHTS 14 15/1 0.46 20/1 12 • KITCHEN HOOD 31 X 32 • SECURITY SYSTEM 14 15 1 1.00 QR 0 X STEAM GENERATOR 6 50/2 TOO 35 % 36 37 x 38 6 6 39 X 40 41 % 42 • AFCI = ARC FAULT CIRCUIT INTERRUPTER MAN DISC. = ZOO AMPS •• AFCI & GFCI COMBINATION INTERRUPTER BREAKER FEEDER:3 # 3/0, 1#6G THWN IN 2-1/2- CONDUIT Li L d 18 'u O N Co CA Lic. No. 32310 08 425 NE 22nd. ST. = SUITE 404 DI MIAMI, FL 33137 'N 0: 786.773 ' 3090 d M: 954.880.5206 7 ION .®W Y. tf • Digitally signe�li�i' . poGA of EDGAF? • 20@0.08.10 • � � 09r(k1�16• • €QGAR MUAO p�6 • • FL. C. NO. 5 T • CONSULTING ENGINEER • 1490 SHERIDAN STREET #A3 • • • FNI�YLYOOD, FL 39D• • • • • ERlsn 786.773f0490 • • • • • • • O Z O (~ L0 a W Q UJ Q 0a V o Z of LL Z G w W W O o y Z U1 W J_ DOQ z •Ay/ 00 M� W F z N0. REVISION / ISSUE BUILDING COMMENTS SEPTEMBER 30, 2019 OWNER MODIFICATION 3 FEBRUARY 20, 2020 OWNER MODIFICATION AUG 10, 2020 AS BUILT 6 AUGUST 12, 2020 sm ELECTRICAL FLOOR PLAN & NOTES PROJECT NUMBER 18158 DATE MARCH 20, 2019 SCALE AS SHOWN DWG NO. EA PLUMBING GENERAL NOTES SEPTIC TANK MOTES SEPTIC SYSTEM CALCULATIONS 6 SCOPE OF WORK 90' DECI( I NEW MASTER BEDROOM • • ENLARGEMENT AREA • • • • • •••••• MASTER BEDROOM DWC MON PANTRY \ 6 BEDROOM OVER/• WIN / 2 2 SHADEC AREA DENOTES TOTAL AREA REQUIRED-- �•'' LIT) - amEL KITCHEN DIV 4 E` Bmnoal 2 34 CHAMBERS • IS Sf. EACH 500 SF. PRONDED`T h .' z� 0.05EF. lA•ID \—NEW 3'0 SAN. PIPE (16 fU) BODY �' \r (SEE SHEET P 2 FOR CONTINUAI APPROVED :..'MIOA DE i_pf ventyAY-GrT `� ' a[RUH• I (, EJ(IS'n'6`9'-fi' } 60' BEDROOM (510# TOTAL DRAIN - 3 oArE W _- — gcPnc Tn A 1.9iQSAL ,MINI FIELD) uaA.Nre ..0 -fat u�M .j � E NS AL6 yam. o� iG n .'Ep Soi �NDSR Bbt+pM bF �I �Y EtE (� I., IXISTING MAIN SHUT OFF VALVE BOttOUOFDRAINfl L95 ElMTFO� �— PE. IMEiEA Ci fJtvAVAT bN AREA ENAFL BE � T �` TO REMwN > - AT LMS-2 FE€T Wt094 AND LONGER THAN THE PROPOA.DABSORPTION BEOOO DRMT 1NINC. } (15N) NEW 3-0 PIPE M. SE i. Mslo hl P Pbry .Cb•Is na \I 1zl Pen \ \) `S-' T\ \�\' LANE RE BE REMOYEC ANDRFIOGTEC .• \ O \\\\ \ X ,f—_ - S- r•. t� '�� \ \ � � i ., NEW 1090 ��A v v BUCI FOP DMitMAY 1 � RESERVE / AREA NEW 8 LOCATION--/ I I—i �EzI;TINf WATER METEP w.Lc in MASTER ri BATHRM CD � �F]M14111G 130 GL NtliMC Ro TNM C RFMw w 0 ANU 1Cul rcW WA,7R T,K� wx y IEM 61RAGE �1u. wnT •frrt WATER UNE v _-__---- --- NEW 3/4'0 1 CWS LINE AT NEW LOCATION �.t 90' 1 !PLUMBING LUMBING SITE PLAN SCALE:-3/15*-1,-0' — u e m W 0 w w CA Lic. No. 32310 �) 425 NE 22rI ST. C SURE 404 0) MIAMI, FL 33137 O. 786.773.3090 y M: 954,880.5206 •••• c1GAR MU • WO 50051 •••• six`''•-. STATE OF • • '' 'eN,ai•E ..... 296All MUN07, P.EP • • • F C. No. 50051 • CONSULTING ENGINEER • 1 400 SHWIDAN STREET•" • • • • H•LLYWO•D, FL 33020 • Phdk* 786.773.3099 • -------------- i•• • • O LL Z O ~ f. CD G a w M Q W Q c> V LLLL Z� Z G Lu C) Q W W O 2W zg W J 00 Q W 1• z NO R—ON / $SUE HEALTH DEPT. COMMENTS AUG. 14, 2010 Q HEALTH DEPT. COMMENTS AUG. 19.2019 QOWNER MODIFICATION 3 FEBRUARY 20. 2020 Q OWNER MODIFICATION APRIL 08.2020 Q HEALTH DEP. COMMENTS APRIL 29,2020 QHEALTH DER COMMENTS 6 JUNE 26,2020 PLUMBING SITE PLAN & GENERAL NOTES^'>a 1 NUMBER — 18158 DATE — , MARCH 20 2019 -'01 AS SHOWN TWO W. P.1 NEW 2"f VEN 2 1 SANITARY RISER DIAGRAM NTS PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION EXIST. SAN. LINE BD BIDET EX. COLD SHO SHOWER WATER LINE EX. HOT WATER WC WATER CLOSET LINE --- NEW COLD LAV LAVATORY SINK WATER LINE NEW HOT WATER BT BATHTUB ---- LINE NEW SAN. LINE O WALL CLEAN OUT — — — — — NEW VENT LINE GCO • FLOOR CLEAN OUT SANITARY TO R TO BE REMOVED MLINE BE REOVED —I� BALL VALVE — ST — STEAM LINE NOTE: • POINT OF CONNECTION (CONTRACTOR TO VERIFY ON FIELD) EXIST. L 2'0 VTR f PE T 2- PIPE C SCH. 40 PIPE JONESPEC 63000 CLEANOUT PLUG, LONG SCREW AND ESCUTCHEON PLATE ASSEMBLY CLEANOUT TEE a �' PVC SCH. 40 a �i FINISHED WALL 0 STACK CONCRETE IN PARTITION 2I WALL CLEANOUT DETAIL N.? S NEW 11$'1 SAN. PIPE STUDIO ------------- MASTER BEDROOM s• • DINING • • . • w ROOM • /_ — PANTRY `- j: • • • • - PANTRY Ci -__-_ _ -- • • — J •• •• c> ', W.I.C. OVEN/ •..••• • . MW -- • • • — BEDROOM -_-- --- ----- ''..... I.. NEW U4'f 2 SAy PIPE . NEW Yo SAN.. PIPE I MASTER �V��,. • • • • • • / BATHROOM GAS wC NEW 2"f J -- = RANGE Y ¢ NEW 11S'f SAN. PIPE EW 2'0 SAN. PIPE SAN. PIPE WC .. NEW 114"1 SAN, PPE .. KSK .=a 2" AW • EW 'e 3 LAV, CLOSET. NEW WO NEW 2'0 SAN. PIPE / _ : / SAN. PIPE :,. NEW SAN. EXIST. -M SAN. PJPL, ( SEE P.1 FOR CONTINUATION ) GCo _ - - KITCHEN DW � I -. 0 ._ GAS LA --- PE TANKLESS - - _ _ NEW 3'f 2'0 _ WH j REF. SW. PIPE NEW 2Y BATHROOM NEW 2'0 _ _ SAN. PIPE 2 SAN. P NEW 3'f D Q o SAN. PIPE r NEW 2'f SAN. PIPEmo -- SHOWER STEAM iAHU4 GENERATOR TO BE CLOSET. _._ \ INSTALLED IN GARAGE ATTIC SPACE - LIVING ROOM m NEW - CU-1. CO UNE GARAGE. 7FAMWAIMIN - O s" A" TABLE 60 .4 MAXIMUM FLOW CONSUMPTION FOR PLUMBING FIXTURES PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY Lavatory (hand wash) 1.5 gpm at 60 psi Water closet 1.28 gallons per flushing cycle Shower hso d 1.5 gpm at 80 psi Kitchen sink 1.5 gpm at 60 psi ANTI SCALD VALVE REQUIRED FOH TUB/SHOWER PLUMBING FIXTURES SHALL COMPLY WITH THE NEW WATER CONSUMPTION RATES IN ORDINANCE 08-14 (TABLE 604.4) k FBC, PLUMBING CHAPTER 4 REFERENCE STANDARDS. TABLE 906.1 MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT SIZE OF TRAP "inches" SLOPE nch per foot" DISTANCE FROM TRAP (feet) 1 1/4 1/4 5 1 1 2 4 6 2 1/4 B 3 1/8 12 4 1/8 16 1 SANITARY FLOOR PLAN SCALE: 1/a'=r-o" z. -'' o y - --_ u d 0 0I N B CA Lk:. No. 32310 ai 425 NE 221d. ST. = SUITE 404 MIAMI, FL 33137 'N 0: 786.773.3090 III M. 954.880.5205 y IonnBueasrdy.mm Digitally EDGARO •NP ')*)Da*-: MIIPK)� • • 202ddlf1% .. 0940146 . EDSARMUHOZ, P.E. • • FLA. NO. 508IS* • o • CJNSULTING ENGINEER • 1490 SHERIDAN STREET #A3 • F • H01kYWOOD, FL 36011100 • • • • Phort. 786.773.3090 I � Z O O O a w M Q W Q U O J Z LL t7 Iu w Go Z 0 LLI O Of W O a 0 N Z W o � W J_ Do Q O o W IH Z No. REVISION / ISSUE 1 Q BUILDING COMMENTS SEPTEMBER 30,2019 OVVNERMODIFICATION 3 FEBRUARY 20, 2020 Q6 AS BUILT AUGUST 12, 2020 TITLE SANITARY FLOOR PLAN & RISER PROJECT NUMBER 18158 DATE MARCH 20, 2019 SLUE AS SHI DWG - P.2 dT/ o.' 16' GAS / FIRE �/ ds I 6' RANGE r (196.000 FUH) z�l Union 1 Pressure Full port - I ' Relief Valve Gas Valve I Shutoff Valve Gas Supply Hot Water Condensate Drain - - . —� Supply Cold Water J Supply [NPE-1SOS/ 180S/ 210S/ 240S] 3 WATER HEATER INSTALLATION DETAIL NTS S PIPE EXIST. GAS REGULATOR o �l NEW GAS TANK-SS `� J•�s WATER HEATER (NAMEN NPE-2105) TING 120 GAL NEW ANE GAS SEDIMENT ( TO REMAIN TRAP 2 1GAS PIPING RISER DIAGRAM NTS L Al NEW )i'f CWS $ )6'f HWS STUDIO PANTRY FaNTRV NEW 4:'f CWS $ %-0 HWS k r— OVENS h BEDROOM MW 2 NEW ?6' f CWS FOR RETRACTABLE WALL -MOUNT POT FILLER GAS RANGE NEW )'f CWS is $ �'f HAS--6,000 BTUH - NEW'!f'f cws KITCHEN - � U- CWS ZNEW 14'f GpsO REF. WC $ )i1 HWS $ )i • HWS BATHROOM NEw $ I Il S 2 Y�'a HAS CLOSET. DINING ROOM --------------------- - --. -,. --- --- We NEW X.A S� GAS GAS — GAS— GAS — IDW NEW i`t'0 `NEW �'f CWS GAS PIPE IN $ �'f HWS IN Amc SPACE Amc SPACE W.I.G. • • --- �IEYI Jj'a-0IYS- - • • • • • • � 6 AHU—I MASTER LAyG71.. BATHROOM "'�• cWS C 1 • T EKISMG 120 GAL PROPANE NEW )S'f CWS GAS TANK TO $ h'f HWS_ . II REMAIN 1 DOMESTIC ATER / GAS DISTRIBUTION PLAN sDALE: 1/4'= _ W GAS PIPING CONNECTION SCHEDULE N0. SIZE DESCRIPTION LOCATION A.I.I. SERVICE TO REMARKS I 3 "" GAS• 180,000 STUH WALL 64' W H P.C. TO BRANCH TO CONNECTION AS REQUIRED 2 3/4" GAS 0 196,000 BTUH WALL 25' RANGE P.C. TO BRANCH TO CONNECTION AS REQUIRED GAS PIPING CALCULATION TABLE SECTION LENGTH BTUH PIPE SIZE 402.4 (25) 10.0 P.S.I. SCHEDULE 40 MErALIUC PIPE BETWEEN PROPANE 'r 60' 376,000 1/2' (UNDILUTED PROPANE) TANK $ MAIN 402.4 (25) 10.0 P.S.I. SCHEDULE 40 MEFAWC PIPE BETWEEN 'i $ 60' 196,000 1/2' (UNDILUTED PROPANE) RANGE 402.4 (25) 10.0 P.S.I. SCHEDULE 40 METALLIC PIPE BETWEEN -' $ WH 60, I80,000 1/2' (UNDILUTED PROPANE) AM O \� WATER HEATER GAS NEW ! WS: •HWS UP NEW f CAS PIPE ( � - C - _-j�{,\MNN SHU OFF VALVE Wvw EL SlEpld S D GEN. + -HEw �'fT CWS S 0 o NEW CU-1. GO LIME TBO•M11LM1 i I ED H.B. 6i .N d r 10 u 0 In 1A A CA Lic. No. 32310 Da 425 NE 22nd. ST. = SUITE 404 IM MIAMI, FL 33137 'y 0: 786.773 . 3090 y M- 954.880 9 lahn®utlben]506 • DI•,taII •••• •• •• Signed oSao'•. E�.D•G�•A,•I.�Z• .l ��oas1 \l s. NVI LI INVL• • i;� ry1V IVVL ', P��•5�2W=0�•••• 2@20.08,119 • FAA MUAOP •~' FL� . NO. 5J �Fir� • OnNSULTING ENGINEER • 1490 SHERIDAN STREET #A3 • • Hd[ »voOE FL �3dP f • • • • •PW�: 786.73.�090 • Z O ~ O c a w Ln Q W Q c) 'O 0 rr _j Z 2LL Z C W o � >o 0 w o > (n O o W Z — a 0 W J_ DOOQ z d' _O o a W Z N0. REVISION / ISSUE BUILDING COMMENTS 1 SEPTEMBER 30,2019 AS BUILT 6 AUGUST 12, 2020 rrt�E DOMESTIC WATER / GAS DISTRIBUTION 111T 8158 TE MARCH 20, 2019 SCALE j/ AS SHOWN J W