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BRB22-0781GENERAL NOTES : 1. INSTRUCTIONS TO CONTRACTOR: 1.1. PLANS AND DETAILS ARE COMPLEMENTARY AND MUTUALLY EXPLANATORY AND WHAT IS REQUIRED BY ONE, SHALL BE AS BINDING AS IF REQUIRED BY ALL, AND ARE NOT INTENDED TO BE USED AS SHOP DRAWINGS. WHERE VARIANCES, DISCREPANCIES, ETC. OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENTS ITSELF, THE ITEM OR ARRANGEMENT OF BETTER QUALITY AND OR HIGHER COST SHALL BE INCLUDED IN THE CONTRACT. 1.2. THE CONTRACTOR AGREES THAT HE, HIS MANAGEMENT TEAM (ESTIMATOR, PROJECT MANAGER, PROJECT ENGINEERS, SUPERINTENDENTS, AND SUBCONTRACTORS AND PRINCIPAL SUPERVISORY PERSONNEL) HAS VISITED THE SITE, EXAMINED THE SITE AND THE LOCATION OF THE PROPOSED WORK, AND EXISTING IMPROVEMENTS, AND CONDITIONS AND PHYSICAL CHARACTERISTICS OF THE JOB. THE CONTRACTOR(S) SHALL INCLUDE IN HIS BUDGET ALL COSTS ASSOCIATED WITH, AND PERTAINING TO, THE SATISFACTORY COMPLETION OF THE PROJECT AND THE COMPLETE INSTALLATION OF ALL ASSOCIATED SYSTEMS, INCLUDING THE REMOVAL AND RELOCATION OF ANY AND ALL OBJECTS OR OBSTRUCTIONS THAT MAY BE ENCOUNTERED IN THE COMPLETION OF THE WORK THAT MAY NOT HAVE BEEN PREVIOUSLY DOCUMENTED IN THE CONSTRUCTION DOCUMENTS. 1.3. THE WORK DESCRIBED HEREIN INVOLVES THE INTERIOR RE -DESIGN FOR OF AN EXISTING RESIDENCE. THE CONTRACTOR SHALL CORRELATE ALL WORK DESCRIBED ON THE DRAWINGS WITH THE ACTUAL CONDITIONS IN THE FIELD. CONTRACTORS SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY SITUATION WHICH ENDANGERS THE INTEGRITY OF THE BUILDING OR PREVENTS HIM FROM SUCCESSFULLY ATTAINING THE DESIGN INTENT. 1.4. CONTRACTOR SHALL PREPARE A CONSTRUCTION SCHEDULE SUBJECT TO REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE 1.5. THE CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPLICABLE CODES AND STANDARDS RELEVANT TO THIS PROJECT ON SITE AT ALL TIMES, AND SHALL COMPLY WITH ALL REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, STANDARDS, REGULATIONS, AND LAWS. 1.6. THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF PERMIT DRAWINGS ON -SITE AT ALL TIMES ALONG WITH ALL REVISIONS TO THE PERMIT, INCLUDING PERMITTED SHOP DRAWINGS AND CALCULATIONS. SAID DRAWINGS ALONG WITH ALL INSPECTION LOGS, AND PERMITS SHOULD BE MAINTAINED IN AN EASILY ACCESSIBLE SPACE FOR THE OWNER, ARCHITECT, ENGINEERS, AND BUILDING OFFICIALS TO REVIEW. 1.7. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS, PERMIT DOCUMENTS, DIMENSIONS, JOB -SITE CONDITIONS, AND COORDINATE WITH FIELD DIMENSIONS, AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL MAKE NOTE OF ANY AND ALL DISCREPANCIES THAT PREVENT THE INSTALLATION OF ANY ASPECT OF THE CONSTRUCTION TO ACHIEVE THE CHARACTER AND APPEARANCE DEFINED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL REPORT ANY AND ALL DISCREPANCIES REGARDLESS OF THEIR NATURE TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK, REASONABLY ASSESS THE CONDITION AND DETERMINE AN APPROPRIATE SOLUTION. 1.8. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE DRAWINGS. NO "CHANGE ORDERS" FOR MISSED ITEMS IN OTHER SECTIONS OF THE WORK WILL BE PERMITTED. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN WRITING OF AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY DISCOVER UPON EXAMINATION OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL CONDITIONS. 1.9. THE CONTRACTOR SHALL PERFORM ALL WORK IN A FIRST CLASS WORKMANSHIP LIKE MANNER. 1.10. THE ARCHITECT AND OR ENGINEERS(S) SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OVER THE CONSTRUCTION MEANS, METHODS, SEQUENCES, OR PROCEDURES OR FOR THE SAFETY PRECAUTION PROGRAMS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGES OR INJURIES DUE TO HIS ACT OR NEGLECT. 1.11 NO UTILITIES, DATA OR COMMUNICATION CABLES, POWER OR BUILDING OPERATIONS SHALL BE INTERRUPTED WITHOUT PRIOR APPROVAL OF OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY UNAUTHORIZED INTERRUPTION OF EXISTING UTILITIES, CONTROLS, COMPUTER LINES, ETC. CAUSED BY THE CONTRACTOR OR SUBCONTRACTOR AND SHALL MAKE IMMEDIATE REPAIR AND THEN NOTIFY THE OWNER'S REPRESENTATIVE. 1.12. PROTECT THE EXISTING BUILDING AND ADJACENT AREAS FROM DAMAGE AND BE LIABLE FOR DAMAGES THEY CAUSE. PROVIDE BARRICADES AND BARRIERS AS REQ'D TO PROTECT ADJACENT AREAS AND PERSONNEL AND PREVENT MIGRATION OF DUST AND EXCESS DEBRIS. PROVIDE FENCE & PROTECTION TO PROTECT ADJACENT BUILDINGS. z 1.13 AS -BUILT CONDITIONS MAY NOT COINCIDE WITH THOSE INDICATED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION, BUT NOT LIMITED TO, ALL THE ITEMS LISTED FOR_DEMOLITION IN THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR DEMOLITION OF y� EXISTING WORK AS REQUIRED TO COMPLETE THE NEW WORK. �0 2. LICENSING U N' THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED BY THE STATE OF FLORIDA, LICENSES AND CLEARANCES SHALL CONFORM TO ALL BUILDING SECURITY POLICIES AND REGULATIONS. <I 3. ORDINANCES: 8 o THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASCERTAINING THE REQUIREMENTS OF AND ADHERING TO ALL NOISE ORDINANCES OR OTHER ORDINANCES THAT MAY RESTRICT THE ACTIVITIES OF THE WORK ON THIS JOB. o, 4. PERMITS s THE CONTRACTOR SHALL.BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO THE COMMENCEMENT OF WORK. THE REQUESTING AND COORDINATION OF ALL INSPECTIONS AND APPROVAL OF ALL -ASPECTS OF HIS WORK, AND OBTAINING ALL TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY. LL 5. DEBRIS AND DISPOSAL: THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISCARD IN A TIMELY MANNER ALL CONSTRUCTION DEBRIS THAT WILL NOT BE REUSED OR RELOCATED ELSEWHERE IN THE PROJECT. 6. HAZARDOUS MATERIALS: m IF ANY HAZARDOUS MATERIALS, INCLUDING ASBESTOS, ARE ENCOUNTERED DURING DEMOLITION WORK, STOP WORK IMMEDIATELY AND CONTACT MALL MANAGEMENT CONTRACTOR TO VERIFY QUANTITIES AND LOCATION OF EXISTING TELEPHONE OUTLETS, CLEAN -OUTS AND DRAINS AND CONFIRM AVAILABILITY OF REPLACEMENT ITEMS PRIOR TO DEMOLITION WORK. 7. MATERIALS AND EQUIPMENT: a s THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS, EQUIPMENT, AND APPLIANCES THAT ARE TO BE USED. THE CONTRACTOR SHALL PROVIDE PROTECTION FROM VANDALISM, THEFT, WEATHER, DUST, } NOISE, AND ANY OTHER SOURCE OF DAMAGE OR LOSS. a a Df Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A002-06282022.pdf 8. HURRICANE / WINDSTORM PLAN: THE CONTRACTOR SHALL PREPARE AND MAINTAIN A HURRICANE PREPAREDNESS PLAN. THE CONTRACTOR SHALL MAINTAIN SAID PLAN IN A LOCATION THAT IS READILY ACCESSIBLE FOR REVIEW BY THE OWNER AND OR ARCHITECT. 8.1 THE HURRICANE PLAN SHALL INCLUDE A LIST OF CONTACTS IN THE EVENT THAT A HURRICANE WATCH IS POSTED AND WILL ALSO ADDRESS WHAT MEASURES ARE TO BE TAKEN TO SECURE THE CONSTRUCTION SITE IN THE EVENT OF NOTIFICATION BY THE NATIONAL WEATHER SERVICE OF AN IMPENDING HURRICANE OR WINDSTORM THAT MAY THREATEN THE JOB. 8.2 THE HURRICANE PLAN SHALL ADDRESS HOW THE CONTRACTOR WILL MOBILIZE THE PROJECT FOLLOWING A WIND OR HURRICANE EVENT AND DOCUMENTATION OF DAMAGES AND HOW REPAIRS WILL BE HANDLED IN THE EVENT OF A LOSS. 9. DAMAGES: IN THE EVENT OF DAMAGES TO THE BUILDING WHICH REQUIRE ASSESSMENT FOR AN INSURANCE CLAIM, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF THE CIRCUMSTANCES SURROUNDING THE LOSS, DOCUMENT DAMAGES, DETERMINE AND PRICE REPAIRS, DETERMINE IMPACT TO THE PROJECT SCHEDULE, SUBMIT ALL INFORMATION TO THE OWNER WITHIN 72 HOURS OF F, LOSS. 10. COORDINATION: CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK IS PERFORMED. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE WORK HAS BEEN COMPLETED. 11. SCHEDULING OF WORK: THE CONTRACTOR SHALL WORK AND RETAIN COOPERATION WITH THE OWNER AND TENANT(S) IN SCHEDULING THEIR WORK IH ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. 12. TESTS : THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTS. PAYMENT OF ALL TEST SHALL BE AS INDICATED IN THE AGREEMENT BETWEEN THE OWNER/CONCTRACTOR OR GENERAL CONDITIONS. IF NOT SPECIFICALLY DEFINED, THESE COSTS SHALL BE BORNE BY THE CONTRACTOR. 13. TYPICAL DETAILS CONTRACTOR SHALL RESOLVE QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS WITH THE ARCHITECT/ENGINEER. DETAILS LABELED AS "TYPICAL DETAILS, OR (TYP.) ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED OR EXISTING AT THE SITE. SUCH DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. 14, CLEANING: PROVIDE CLEANING AS INDICATED IN THE CONTRACT FOR CONSTRUCTION BETWEEN THE OWNER/CONTRACTOR. THOROUGHLY CLEAN THE PREMISES TO MAKE READY FOR OPENING. CLEAN ALL SURFACES INTERIOR AND EXTERIOR, FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATIO14 TECHNIQUES OF THE TRADES INCLUDING: 14.1. POLISHING ALL HARDWARE. 14.2. THOROUGHLY CLEANING ALL CABINETS INSIDE AND OUT. 14.3. CLEANING SHELVES INSIDE AND OUT. 14.4. ALL MIRRORS, GLASS STOREFRONTS, AND TERRACES, WINDOWS AND, METAL FRAMING TO BE CLEANED INSIDE AND OUT, WHERE POSSIBLE. 14.5. REMOVE ANY SPOTS FROM AND CLEAN ALL CARPETING. 14.6. CLEAN STORE FINISHES AND FLOORING THOROUGHLY INCLUDING BASES. 14.7. CLEAN OR TOUCH UP ALL PAINTED SURFACES WHICH ARE SOILED. THE 4 GENERAL, CONTRACTOR IS TO DELIVER TO THE OWNER A CLEAN BUILDING PRIOR TO OPENING TO THE PUBLIC. 15. EXISTING SURFACES / FINISHES: 15.1. WITHIN THE PROJECT SITE AND AT ALL OTHER AFFECTED AREAS, CLEAN PATCH, AND RESTORE ALL FLOOR AND WALL SURFACES INDICATED TO REMAIN, TO A 'LIKE NEW' CONDITION. 15.2. WITHIN THE LIMITS OF THE WORK, CONTRACTOR IS TO REPLACE ALL DAMAGED EXISTING FINISHES AND MATERIALS INDICATED TO REMAIN WITH NEW PRODUCTS TO MATCH EXISTING CONDITIONS. 15.3. FILL, FLOAT AND/OR GRIND CONC. FLOOR SLAB AND/OR ORIGINAL FLOOR TILE PRIOR TO INSTALLATION OF NEW FLOOR FINISH, PROVIDING A LEVEL SUBSTRATE. 16. USE OF DRAWINGS: 16.1. THESE DRAWINGS ARE BEING PREPARED FOR THE PURPOSE OF PERMITTING A EXISTING (SINGLE FAMILY RESIDENCE) LOCATED AT 6021 SW 88th ST, MIAMI, FL 33156 THESE DRAWINGS ARE NOT TO BE USED FOR MAINTENANCE PURPOSES AS ACTUAL CONDITIONS MAY VARY FROM THOSE SHOWN ON THESE DRAWINGS DUE TO CHANGE ORDERS, ALTERATIONS BY OTHERS, FIELD CONDITIONS, ETC. 16.2. DO NOT REPRODUCE THE DRAWINGS FOR USE AS SHOP DRAWINGS. 16.3. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. 17. WALL DIMENSIONS: 17.1. AT INTERIOR, WALL DIMENSIONS ARE FACE OF STUD TO FACE OF STUD. ALL EXTERIOR WALL DIMENSIONS ARE TO FACES OF BLOCK WALLS (WHERE APPLICABLE). 17.2. ALL STUDS ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE UNLESS OTHERWISE NOTED. PLEASE REFER TO WALL SECTIONS AND WALL TYPES FOR DETAILED .WALL CONSTRUCTION INFORMATION (WHERE APPLICABLE). 18. OWNER FURNISHED MATERIALS 18.1. FOR ANY MATERIAL FIJRNISHED BY THE OWNER WHICH ARE TO BE INSTALLED BY THE CONTRACTOR (F.O.I.C.) ITEMS: UNPACK AND VERIFY THE QUANTITY AND CONDITION. NOTIFY THE OWNER OF ANY DISCREPANCIES IN QUANTITY AND DAMAGES WITHIN TWELVE HOURS (12) OF RECEIVING SHIPMENT. FAILURE TO DO SO PLACES RESPONSIBILITY ON THE CONTRACTOR, 18.2. ALL OWNER -FURNISHED MATERIAL, IF ANY, ARE TO BE FURNISHED VIA TAILGATE DELIVERY ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE UNLOADING, EXAMINATION, AND TRANSPORTATION OF OWNER FURNISHED MATERIALS FROM THE POINT OF OFF-LOADING TO THE JOB -SITE OR STORAGE AREA AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR ALTERNATE LOCATION AS DIRECTED BY THE OWNER. SUBSTITUTIONS SUBSTITUTION OF MATERIALS OR EQUIPMENT OTHER THAN SPECIFIED SHALL BE PERMITTED UPON WRITTEN AUTHORIZATION FROM THE ARCHITECT AND OWNER. THE CONTRACTOR SHALL BEAR THE BURDEN OF PROOF THAT SUCH SUBSTITUTION IS EQUAL TO SPECIFIED ITEM AND CAN BE OBTAINED IN A TIMELY MANNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL SUBSTITUTE ITEMS WITH ALL ASSOCIATED/IMPACTED TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN COSTS ASSOCIATED WITH A SUBSTITUTION. PERMANENT FIRE EXTINGUISHERS : 20.1 FIRE EXTINGUISHERS OF THE TYPE AND QUANTITY APPROVED BY THE LOCAL FIRE OFFICIAL AND THE OWNERS CASUALTY INSURER ARE TO BE PROVIDED IN SURFACE MOUNTED CABINETS. 20.2 ALL FIRE EXTINGUISHER CABINETS LOCATED IN A FIRE RATED WALL ASSEMBLY SHALL BE PROVIDED AS A FIRE RATED CABINET. 20.3 THE CONTRACTOR SHALL PROVIDE SUFFICIENT ALLOWANCE TO INSTALL ALL REQUIRED FIRE EXTINGUISHERS & CABINETS. 20.4 THE CONTRACTOR MAY NOT ALLOCATE ANY TEMPORARY CONSTRUCTION USE FIRE EXTINGUISHERS AS PERMANENT FIRE EXTINGUISHERS. 20.5 ALL FIRE EXTINGUISHERS AND CABINETS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND HANDICAP ACCESSIBILITY REQUIREMENTS. COATINGS: 21.1 THE CONTRACTOR SHALL ENSURE THAT ALL STRUCTURAL STEEL IS PAINTED WITH ONE COAT OF PRIMER AND ONE COAT OF RUST INHIBITING PAINT PRIOR TO ENCLOSURE. 21.2 ALL EXPOSED EXTERIOR ALUMINUM SHALL BE COATED WITH A HIGH GLOSS, HIGH PERFORMANCE COATING. THE HIGH PERFORMANCE COATING SHALL BE SUFFICIENT TO PREVENT CORROSION OR DEGRADATION OF THE MATERIAL FOR A PERIOD OF 15 YEARS. HIGH PERFORMANCE COATINGS SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS OR AS OTHERWISE REQUIRED BY THE MANUFACTURER. FLAME SPREAD RATING: ALL MATERIAL USED IN THE INTERIOR OF THE PROJECT MUST MEET THE FLAME SPREAD RATINGS PER THE GOVERNMENT CODE. PROOF OF THESE FLAME SPREAD RATINGS MUST BE INCLUDED AS A PART OF A FINAL INSPECTION PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. FIRE RESISTANCE RATING PROVIDE INFORMATION ADDRESSING THE FIRE RESISTANCE OF EVERY EXISTING CONSTRUCTION COMPONENT OR ASSEMBLY INSIDE OR ADJACENT TO THIS PROJECT, THEY MUST BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE, 7th EDITION WITH ALL CURRENT SUPPLEMENTS. FRAMING: 24.1 ALL FRAMING LUMBER AND WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED (F.R.T.) LUMBER. NO F.R.T. MATERIAL MAY BE USED IN THE CEILINGS PLENUM OR ABOVE SPRINKLER COVERAGE, OR AS REQUIRED / RESTRICTED BY LOCAL GOVERNING CODES. INSTALL ALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. COMPLETENESS OF WORK: 25.1 ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS, NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OF A SIMILAR NATURE OR TO COMPLY WITH ALL CODES, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. 25.2 ALL WORK STARTED BY THE CONTRACTOR SHALL BE COMPLETED IN ITS ENTIRETY TO ITS FINAL COMPLETED STATE WHETHER COMPLETELY DEFINED IN THE DRAWINGS OR NOT. THE WORK SHALL INCLUDE THE PROVISIONS OF ALL MATERIALS, CUTTING, EXTENSIONS, CONNECTIONS, PATCHING, PAINTING, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. PROVIDE ALL NECESSARY SEALING OF PENETRATIONS LEFT FROM REMOVED EQUIPMENT OR PRODUCED BY THIS WORK. UNLESS OTHERWISE NOTED ALL WORK AND MATERIALS SHALL BE NEW AND PROVIDED BY THIS CONTRACTOR. THE WORK SHALL ALSO INCLUDE THE REMOVAL AND DISPOSAL OF MATERIALS FROM THE SITE AS DIRECTED BY MALL MANAGEMENT. 25.4 ANY WORK NOT SHOWN ON THE DRAWINGS BUT CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN A PROPER MANNER SHALL BE PROVIDED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE. WHERE PRESENT WORK IS DAMAGED IN THE EXECUTION OF THIS, CONTRACT OR WHERE OPENINGS ARE LEFT DUE TO THE REMOVAL OF PIPES, EQUIPMENT OR APPARATUS, THE SAME SHALL BE REPAIRED OR CLOSED UP TO CORRESPOND IN MATERIAL, QUALITY, SHAPE AND FINISH WITH THAT OF SIMILAR AND ADJOINING WORK AND FIRE RATING, UNLESS OTHERWISE CALLED FOR. WHERE DAMAGE IS NOT REPAIRABLE, NEW ITEMS OR EQUIPMENT SHALL BE PROVIDED AT CONTRACTOR'S EXPENSE. FINISHED FLOORING: 26.1 GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING FINISHED FLOORING SURFACES FROM DAMAGE BY SUB -CONTRACTORS. THE CONTRACTOR SHALL EXAMINE THE FLOOR SLAB CONDITION TO DETERMINE TO WHAT EXTENT FLOOR PREPARATION, LEVELING, CHIP HAMMERING, ETC. WILL BE NECESSARY TO FURNISH A SMOOTH, LEVEL SUBSTRATE FOR THE PROPER INSTALLATION OF ALL FLOORING MATERIALS. THE COST OF SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UNEVEN SUBSTRATE WILL NOT BE ACCEPTED AS AN EXCUSE FOR POORLY INSTALLED FLOORING MATERIALS. TILE ALL TILES SHOULD MEET OR EXCEED THE FOLLOWING REQUIREMENTS: TEST INDUSTRY STANDARDS A. ABRASIVE HARDNESS ASTM C-501 > 100 B. BOND STRENGTH ASTM C-482 > 50 PSI C. BREAK STRENGTH ASTM C-648 > 250 LBS. D. COEFFICIENT OF FRICTION ASTM C-1028 > 0.6 (DRY) E. COEFFICIENT OF FRICTION ASTM C-1028 > 0.6 (WET) F. WATER ABSORPTION ASTM C-373 IMPERVIOUS G. FACIAL DIMS. RANGE ASTM C-499 < 1.5% H. RANGE OF THICKNESS ASTM C-499 < 0.040 I. WAR PAGE (ALONG EDGE) ASTM C-485 < 1.00% J. WAR PAGE (DIAGONAL) ASTM C-485 < 0.75% • • • • ••• ••• • • J ••••• • • • ••• • • • • • • 0 . • 0.0 . . • 90 .... ..... ... .... TEST INDUSTRY STANDARDS K. WEDGING ASTM C-502 < 1.00% L. FROST RESISTANCE ASTM C-1026 RESISTANT M. CHEMICAL RESISTANCE ASTM C-650 UNAFFECTED N. UNAFFECTED TOLERANCE ASTM C-609 3.0 JUDDS O. COLOR DIFFERENCE 28. DELEGATE ENGINEERS: AS A MINIMUM, THE FOLLOWING SYSTEMS AND COMPONENTS REQUIRE FABRICATION AND ERECTION DRAWINGS WITH INPUT BY A DELEGATED ENGINEER: A. LIGHT GAUGE EXTERIOR WALL SYSTEMS B. GLAZED EXTERIOR WALL SYSTEMS C. OPEN WEB STEEL JOISTS D. JOIST GIRDERS E. SHORING F. TRUSSES G. TRELLISES H. HANDRAIL ASSEMBLIES I. PREFABRICATED STAIR ASSEMBLIES 29. THRESHOLD ENGINEER: IF A THRESHOLD ENGINEER IS PRESENT ON SITE AND NOT THE ENGINEER OF RECORD, ALL QUESTIONS AND DIRECTIVE MUST BE ADDRESSED WITH THE ENGINEER OF RECORD. 30. STRUCTURAL ALUMINUM: THE DESIGN, FABRICATION, AND ASSEMBLY OF STRUCTURAL ALUMINUM FOR BUILDINGS OR STRUCTURES SHALL CONFORM TO SPECIFICATIONS FOR ALUMINUM STRUCTURES, ALUMINUM CONSTRUCTION MANUAL, SECTION 1, OF ALUMINUM ASSOCIATION. 31. SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT FOUR SETS OF STAMPED AND APPROVED SHOP DRAWINGS CALLED FOR ON THE CONTRACT DOCUMENTS AND/OR REQUIRED BY OWNER AND/OR BUILDING OFFICIALS TO THE ARCHITECT IN SUFFICIENT TIME TO BE REVIEWED AND PROCESSED SO AS TO CAUSE NO DELAY. DRAWINGS WILL NOT BE REVIEWED UNLESS APPROVED AND STAMPED BY SUBCONTRACTOR. THE FOLLOWING IS A PARTIAL LIST OF SUBMITTALS REQUIRED: A. HARDWARE AND DOORS B. TILES AND GROUT C. SEALERS, AND COATINGS D. PAINTS E. SEALANTS F. SIGNAGE G. PLUMBING FIXTURES AND DRAINS H. LIGHTING FIXTURES I. ELECTRICAL SWITCHES AND OUTLETS J. ELECTRICAL PANELS K. HANDRAIL ASSEMBLIES 32. PENETRATIONS AND CUTTING: 32.1 CUTTING OR DRILLING OF ANY STRUCTURAL MEMBER IS NOT PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT. THE ARCHITECT SHOULD BE GIVEN ADVANCE NOTICE TO ALLOW ADEQUATE TIME TO REVIEW AND EVALUATE EACH OF THE CONTRACTOR'S PROPOSALS. 32.2 ALL FLOOR SLAB PENETRATIONS, INCLUDING THOSE REQUIRED FOR MECHANICAL, PLUMBING, ELECTRICAL UTILITIES MUST BE PACKED WITH APPROVED FIRE SAFE MATERIAL AND SEALED BETWEEN EDGES OF SLAB OPENINGS AND DUCT PIPE, CONDUIT, ETC., AS REQUIRED TO MAINTAIN THE FLOOR INTEGRITY AND HOURLY FIRE RATINGS SPECIFIED AND/OR AS REQUIRED BY CODE. 33. SAFETY OSHA AND LABOR LAWS: 33.1 THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, TEMPORARY BRACING, ETC. THAT MAY BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. 33.2 THE STRUCTURAL ENGINEER/ARCHITECT OF RECORD DOES NOT POSSES, NOR PRESUMES TO POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THOSE CONSULTANTS HE HIRES TO ADDRESS THESE MATTERS. THE STRUCTURAL ENGINEER/ARCHITECT OF RECORD SPECIALIZES IN STRUCTURAL DESIGN/ARCHITECTURE ONLY, AND THE BOARD OF PROFESSIONAL REGULATION FOR BIDS HIM/HER FROM ASSUMING RESPONSIBILITY OUTSIDE HIS/HER AREA OF EXPERTISE 34. APPLICABLE CODES 34.1 (F.B.C.) FLORIDA BUILDING CODE, 2020 7th EDITION 34.2 (F.R.C.) FLORIDA RESIDENTIAL CODE, 2020 7th EDITION 34.3 (F.E.B.C.) FLORIDA EXISTING BUILDING CODE, 2020 7th EDITION 34.4 (F.M.C.) FLORIDA MECHANICAL CODE, 2020 71h EDITION 34.5 (F.E.C.) FLORIDA ELECTRICAL CODE, 2020 7th EDITION 34.6 (F.P.C.) FLORIDA PLUMBING CODE, 2020 7th EDITION 34.7 (F.F.P.C.) FLORIDA FIRE PREVENTION CODE 2020 7th EDITION 34.8 (N.F.P.A.) 101 LIFE SAFETY CODE, 2018 7th EDITION 34.9 (F.A.C.) FLORIDA ACCESSIBILITY CODE, 2020 7th EDITION CALL 48 HOURS BEFORE YOU DIG IN FLORIDA IT: 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. THE GENERAL CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL", 811 OR 1-800-432-4770, 48 HOURS BEFORE DIGGING IN FLORIDA TO COORDINATE LOCATION OF UTILITIES WITHIN THE PUBLIC AREAS OF THE PROJECT. NO DIGGING SHALL COMMENCE UNTIL ALL OF THE UTILITY COMPANIES HAVE BEEN CONTACTED AND LOCATION OF UTILITY LINES TOOK PLACE. Q LL 0 w a w cc z a ISSUVREVISION RECORD DATE DESCRIPTION PROJECT NAME �o w r0 Z HERMAN w� �z o� RESIDENCE ° N0 �Z �Q 0 _ RESIDENTIAL U� 6021 SW 88th ST, y MIAM1, 0 Ua FL 33156 N m m w0 � 2' PROJECT NUMBER ° W 21047 R LL I ly aza �_, 2°M PLAN SERIES 2021 - 09 - 01 w o �zo PLAN MODIFICATION NOTICE �Q< NO MODIFICATIONS APPLIED y HT ❑ MODIFICATIONS APPLY gN SPB NO, N/A DATE N/A .110 a oho 8=� Sao Z N w s PROFESSIONAL SEAL Az �ZQ &off ARIEL VALDES, AIA w� = -w info@21archd.com m 380 L2 Z ♦ �� ♦ V v/ J O ° � 0` o r .- • o�� 144 o�< ♦ � amw ' •` r w j� 0 W 0' a y � N mo Z=o PROJECT NUMBER J�_ 21047 =off P H SHEET TITLE OU GENERAL° y NOTES �3 �w aLL N oz SHEET NUMBER N °8 A0020 �o ry= 0 �U OZ a N Ow ULL F" M 0 Z -p r p O rn 00 0) O D O77, O r � n O M M M V) z N N O_f Q O it Q Existing Site Plan (Survey Reference ON Miami made tjC1b4W fh1l i't of Regulatory and Economic Resources 092201-5504 - 10/18/2022 2:48:21 PM A100 - Existing Site Plan Area Calculations.pdf - Job Copy N 83°52'S8" W Eo E of -41V,4_L F" N D 0 Z -p r p O m��' O y � O r 17- M M Ln Ln 7s.00L_. APPLICABLE CODES: ( ) MUNICODE (F.A.C.) FLORIDA ACCESSIBILITY CODE - LATEST EDITION (F.B.C.) 2020 FLORIDA BUILDING CODE 7th EDITION (F.M.C.) 2020 FLORIDA MECHANICAL CODE, 7th EDITION (F.P.C.) 2020 FLORIDA PLUMBING CODE, 7th EDITION (F.R.C.) 2020 FLORIDA RESIDENTIAL CODE, 7th EDITION (F.F.P.C.) 2020 FLORIDA FIRE PREVENTION CODE 7th EDITION (N.E.C.) 2017 NATIONAL ELECTRICAL CODE (N.F.P.A.) 2018 NATIONAL LIFE SAFETY CODE HANDBOOK - LATEST EDITION (N.F.P.A.10) STANDARD FOR PORTABLE FIRE EXTINGUISHERS SCOPE OF WORK: 1. THE SCOPE OF WORK CONSISTS OF RE -DESIGNING THE INTERIOR OF THE EXISTING HOUSE, BASED ON AND ADJUSTING TO THE 2020 FLORIDA BUILDING CODE RESIDENTIAL 7th EDITION. E13 •••• e•O • • ••••• ••• ••• • • • • • • • • ^co • • ••ee • e zoning information:. ... ZONING DATA - SOUTH MIAMI MUNICODE e•e• *see: ee• • SITE ADDRESS: 6021 SW 88 ST, MIAMI, FL 33156 ° FOLIO NO: 09-4036-067-0030 LOT 5, BLOCK 1, OF FIRST ADDITION TO KENDALL GROVE STATES, LEGAL DESCRIPTION: ACCORDING TO THE PLAT THEREOF, AS RECORD IN PLAT BOOK 115, PAGE 4 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA PROPERTY OWNERS: JUAN HERMAN MAILING ADDRESS: 6021 SW 88 ST, MIAMI, FL 33156 GROSS LOT AREA: 15,938 S.F = 0.37 ACRES BASE FLOOD ELEV.: ZONE AH (EL. 7 AS PER FEMA) ELEV=10.40 NGVD ZONING DISTRICT: RS-3 (LOW DENSITY SINGLE-FAMILY) REQUIRED/ ALLOWED PROVIDED/ PROPOSED MIN. LOT AREA 1 ACRE (INCLUDING j R.O.W.) 15,938 S.F = 0.37 ACRES MIN. LOT WIDTH & FT 75 FT (ETR) STREET FRONTAGE MIN. LOT DEPTH -- FT 218 FT (ETR) MAX. DENSITY 1 DWELLING PER GROSS ACRE 1 DWELLING UNIT MAX. BUILDING 30% FIRST FLOOR (ETR) COVERAGE OPEN SPACE (ETR) MAX. IMPERVIOUS 40% - SURFACE RATIO MIN. GREEN SPACE (ETR) - RESIDENTIAL 3,300S.F (I st LEVEL)(ETR) 3,300S.F (1st LEVEL)(ETR) ACTUAL AREA 1,660 S.F (2nd LEVEL)(ETR) 1,660 S.F (2nd LEVEL)(ETR) (INCLUDING 4,960 S.F (TOTAL S.F) (ETR) 4,960 S.F (TOTAL S.F) (ETR) GARAGE) RESIDENTIAL 2,766 S.F (1 st LEVEL) (ETR) 2,766 S.F (1 st LEVEL) (ETR) ACTUAL AREA 1,660 S.F (2nd LEVEL) (ETR) 1,660 S.F (2nd LEVEL) (ETR) (UNDER A/C) 4,426 S.F (TOTAL S.F) (ETR) 4,426 S.F (TOTAL S.F) (ETR) RESIDENTIAL 267 S.F x 2 = 534 S.F 267 S.F x 2 = 534 S.F GARAGE AREA (1 st LEVEL) (ETR) (1 st LEVEL) (ETR) OVERALL HEIGHT DIMENSION (GRADE -- FT (ETR) TO ROOF SLAB) MIN. FRONT 25 FT. (ETR) SETBACKS: REAR 25 FT. (ETR) (PRINCIPAL BLDG.) SIDES 7.5 FT. (ETR) 7.5 FT. MIN. FRONT PROHIBITED IN THE FRONT YARD - FT. SETBACKS: REAR 5 FT. (ETR) (ACCESSORY (ETR) STRUCT. SIDES 5 FT. (ETR) (GAZEBOS & POOL)) BETW. --- BLDGS. GARAGE PARKING -- 2 GARAGE (ETR) flood information : BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY REVISED ON 09/1 1 /09 AND INDEX MAP REVISED ON 09/1 1 /09 THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OF SURVEY IS WITHIN ZONE (AH ) BASE FLOOD ELEVATION 7. (FEMA) COMMUNITY - PANEL NUMBER 120658 CITY OF SOUTH MIAMI, MIAMI-DADE, FL MAP No. 0458, SUFFIX L. DENOTED 0'-0": BASE FLOOD: FLOOD ZONE: COMMUNITY NO.; DATE OF MAP: = 10.40' N.G.V.D. =7 _ "AH" = 120658 = 09-11-2009 ISSUE/REVISION RECORD DATE DESCRIPTION 1 1- 06*10,2122 REV PER WASA COMMENTS PROJECT NAME �o W �Z HERMANz RESIDENCE Z� Zo a yr wZ U Q o -- U RESIDENTIAL 3 6021 SW 88th ST, MIAMI, N 0 FL 33156 w '0 mm 00 w� U ° PROJECT NUMBER ° LL 21047 1, C 8F°a g Z. PLAN SERIES 2021 - 09 - 01 o°= = 01 o >za PLAN MODIFICATION NOTICE _'w NO MODIFICATIONS APPLIED '"0 0 MODIFICATIONS APPLY m Q N Z SPB NO. N/A DATE N/A ° S K o oza N ¢ K Z y O �3? w w °W 0 U Z N W w°~ 1 ° PROFESSIONAL SEAL W Z UZ, WZ< 3=' a�w ARIEL VALDES, AIA =�W �a info@21 archd.com 1w ° m w Tel: (305) 323-4380 ('$`)?Vigitally o signed by rZw �LL y`�`�`�A`°Fs9 =- Ariel Valdes °LL= Date: °=Z ; o ;t•C' AR96144 2022.09,.03 m a z alp; 'F?ED ' , ' \ 03:16:16 N 0 ° W A 2 00 o'z New AR961704 mom Z;°s PROJECT NUMBER QM <MZo 21047 OZV 0Z' o& ZD SHEET TITLE �Q EXISTING �N 0 W W N� U SITE PLAN � F Q = ( W J � LL Q h ° F Z SHEET NUMBER ❑ N Z 00 V O �Q A100 C 0 ®U =s o, U I 0 co co "v co E4 - - - - - - - - - - - - - - - - - - - - } l r I I I I I I I I I I a 0 i o o U N Existingand Demolition Ground Level Floor Plan N ® 01 11 SCALE:1/4"-1'-0" Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A101-06282022.pdf Demolition General Notes 1. BEFORE COMMENCING THE WORK OF DEMOLITION, ALL FIXTURES IN AFFECTED AREAS. SHALL BE REMOVED AND THE SUPPLY LINES DISCONNECTED, EXCEPT SUCH AS ARE ESPECIALLY PROVIDED OR REQUIRED FOR USE IN CONNECTION ALL GAS, ELECTRIC, WATER, AND OTHER METERS WITH THE WORK OF DEMOLITION. 2. GLAZED SASHES AND GLAZED DOORS SHALL BE REMOVED BEFORE THE START OF DEMOLITION OPERATIONS. 3. CONTRACTORS SHALL REMOVE ALL EXISTING WALLS, ENTRY DOORS, AND RELATED WORK FOR CONSTRUCTION. 4. THE CONTRACTOR MUST KEEP INCONVENIENCE TO A MINIMUM AND OBTAIN AUTHORIZATION FROM OWNERS. 5. ALL AREAS OF DANGER IN DEMOLITION OPERATIONS SHALL BE PROPERLY ENCLOSED AND DANGER SIGNS POSTED. SUFFICIENT WATCHMAN SHALL BE PROVIDED TO WARN WORKERS OF IMPENDING DANGERS, AND ALL UNAUTHORIZED PERSONS SHALL BE EXCLUDED FROM PLACES WHERE DEMOLITION IS IN PROGRESS. 6. CONTRACTOR SHALL MAINTAIN ALL EXISTING DEMISING WALLS TO GUARANTEE COVERINGS FIRE RATINGS. 7. CONTRACTOR LET SHALL ALL LIFE SAFETY SYSTEM TO REMAIN ACTIVE AND OPERATIONAL DURING THE DEMO PHASE. Plan Legend: EXISTING ELEMENT TO BE DEMOLISHED EXISTING CMU WALL TO REMAIN PROPOSED CMU WALL EXISTING INTERIOR PARTITION WALL TO REMAIN PROPOSED INTERIOR PARTITION WALL PROPOSED MTL. COLUMN �—� STAIR DIRECTION EXISTING GRID I Demolition Legend lO. PARTITION OR PORTION OF PARTITION TO BE DEMO 2� EXISTING DOORS TO REMAIN 3� EXISTING A/C CLOSET TO BE DEMO AND RELOCATED \:J EXISTING GARAGE DOOR TO REMAIN 0 EXISTING INTERIOR DOORS TO BE DEMO 6� WINDOW TO BE DEMO/REPLACE 7�. LAUNDRY AREA TO BE DEMO AND RELOCATED �8 ALL SHELVES AND CABINETS TO BE DEMO O REPLACE EXISTING ENTRY DOOR 1Q. ELECTRICAL PANEL TO REMAIN, FIELD VERIFY EXISTING LOCATION GEXISTING WINDOW DEMO/RETROFIT 12. EXISTING COLUMNS TO DEMOLISH 13. CMU WALL TO BE MODIFIED TO RECEIVE NEW WINDOW 14. EXISTING DOOR TO REMAIN 15. EXISTING COLUMN TO REMAIN 16. EXISTING STAIR TO DEMOLISH NOTE: DRIVEWAY, PATIO, ALL WINDOWS, ALL EXTERIOR WALL, POOL & POOL AREA TO REMAIN NOT PART OF THE SCOPE OF WORK } ( 2)------- a 3 0 0 U N Existing and Demolition 2nd Level Floor Plan 0 1 g N O1 ® - SCALE: 1 /4"=1'-0" Miam4 Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A102-06282022.pdf •ie• •••' • • • ••• • • c e • Demolition General Notes . e . •e 1. BEFORE COMMENCING THE WORK OF DEMOLITION, ALL FIXTURES IN AFFECTED AREAS. SHALL BE REMOVED AND THE SUPPLY LINES •... DISCONNECTED, EXCEPT SUCH AS ARE ESPECIALLY PROVIDED O REQUIRED FOR USE IN CONNECTION ALL GAS, ELECTRIC, WATrR AND OTHER METERS WITH THE WORK OF DEMOLITION. 2. GLAZED SASHES AND GLAZED DOORS SHALL BE REMOVED BEFORE THE START OF DEMOLITION OPERATIONS. 3. CONTRACTORS SHALL REMOVE ALL EXISTING WALLS, ENTRY DOORS, AND RELATED WORK FOR CONSTRUCTION. 4. THE CONTRACTOR MUST KEEP INCONVENIENCE TO A MINIMUM AND OBTAIN AUTHORIZATION FROM OWNERS. 5. ALL AREAS OF DANGER IN DEMOLITION OPERATIONS SHALL BE PROPERLY ENCLOSED AND DANGER SIGNS POSTED. SUFFICIENT WATCHMAN SHALL BE PROVIDED TO WARN WORKERS OF IMPENDING DANGERS, AND ALL UNAUTHORIZED PERSONS SHALL BE EXCLUDED FROM PLACES WHERE DEMOLITION IS IN PROGRESS. 6. CONTRACTOR SHALL MAINTAIN ALL EXISTING DEMISING WALLS TO GUARANTEE COVERINGS FIRE RATINGS. 7. CONTRACTOR LET SHALL ALL LIFE SAFETY SYSTEM TO REMAIN ACTIVE AND OPERATIONAL DURING THE DEMO PHASE. Plan Legend: EXISTING ELEMENT TO BE DEMOLISHED EXISTING CMU WALL TO REMAIN PROPOSED CMU WALL EXISTING INTERIOR PARTITION WALL TO REMAIN PROPOSED INTERIOR PARTITION WALL PROPOSED MTL. COLUMN STAIR DIRECTION A EXISTING GRID i Demolition Legend O PARTITION OR PORTION OF PARTITION TO BE DEMO 2� EXISTING DOORS TO REMAIN EXISTING A/C CLOSET TO BE DEMO AND RELOCATED U4 EXISTING GARAGE DOOR TO REMAIN 5� EXISTING INTERIOR DOORS TO BE DEMO 6U^ WINDOW TO BE DEMO/REPLACE 7� LAUNDRY AREA TO BE DEMO AND RELOCATED 8O ALL SHELVES AND CABINETS TO BE DEMO ( REPLACE EXISTING ENTRY DOOR 10. ELECTRICAL PANEL TO REMAIN, FIELD VERIFY EXISTING LOCATION 11. EXISTING WINDOW DEMO/RETROFIT 12. EXISTING COLUMNS TO DEMOLISH GCMU WALUTO BE MODIFIED TO RECEIVE NEW WINDOW 14. EXISTING DOOR TO REMAIN 15. EXISTING COLUMN TO REMAIN 16. EXISTING STAIR TO DEMOLISH 17. EXISTING CONCRETE SLAB TO DEMOLISH NOTE: DRIVEWAY, PATIO, ALL WINDOWS, ALL EXTERIOR WALL, POOL & POOL AREA TO REMAIN NOT PART OF THE SCOPE OF WORK e • • 0 0 w a w w a g a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME P9 HERMANz RESIDENCEo N 0 Q Z N Q j F O- RESIDENTIAL m� 6021 SW 88th ST,ng MIAM1,N 3: FL 33156 m w9 o� PROJECT NUMBER LL CNN 21047 'zo �a PLAN SERIES_ 2021 - 09 - 01 PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED 55 oz Q MODIFICATIONS APPLY Imo SPB NO. N/A DATE N/A QN2 CIE 8w 0 a �y0 Iw �QCo zYz J = W O N wog PROFESSIONAL SEAL Z W=< a=� .. .. ARIEL VALDES, AIA W°N. ag info@21 archd.com y m 3-4380 g� 6of FL Nw " G? ' V LD W S,1, ° ° 1 3 }. T 1 LLO LL O F O AR961 /,', C. . c� aw. WNLL iE °EA OLL W K 6 r! nW w� m° PROJECT NUMBERU 21047 zoo SHEET TITLE on W� EXISTING & DEMO LL N op SECOND LEVEL WQ FLOOR PLANS �LL 4� O� SHEET NUMBER =8 a� A102 ®Q _0 °z >>Z 4 PATIO/POOL AREA A B C D E IF EXISTING EXISTING EXIUNG EXISTING MISTING CEXISTING X�N FI GRID GRID GRID GRID GRID GRID 01 60'-9" 13'-5" 1 1'-4" 13'-5" --------------- 21 13-4" IXISTING GRID T-9" C? 27 EXISTING GRID C11) IXISTING GRID ----------- - !--I --- y --- I[-- — — --- — — — — — — — — — — 33- 11 k.0 13-6" Al - - - - - - - - - - -- - - - - - - - - ENCLOSED -6" TERRACE 0 L:A1 .- 10.. C L Al S-6" 1/ 4--2" 14'-0" 4'-2" 5--11 EO v BATH 8'-8" E07 O2 F t 0 -k-L Ini 1� 7 74" A IT 777o CE) 2'-3" J 3--0" ) L 8'-6" i Al I L 10 A111 2S 4 �>B OL 01-0" F— 3'-6"- OFFICE 3' 19 Z-9. A.F.F. Li-j 81 I 0 02 LIVING ROOM li Uj V) L?( I y C? r-in-7`) cED1 10 �0 L0 LO __j I �0 THEATER BI 06 107 2'- 11 31-7" A402 12-4-- 91 IT F LIJ V) Ac�E) ZO BI < 1 -1 a- U Em "s 1121 v C? ;0 MEDITATION - KITCHEN ROOM fill q , OrOwn a I 111-21 GARAGE j -481 (::E 0-2 0'-0" A.F.F. DINNING A 1\76 M* 17 7 6" 1 6* 71117171 11-2 r C14 DEN AREA 6* 7/777// El 0 AQ —0,--1o" '*-w B.F.F. El GARAGE 3'- 10" 1 6'-5" 3' ...91, 10" 6-5' 3', 10" %J3 A �A 0'O nQ � , O I I `O ..I I I F CD - — - — - — - — --- -- — - — - } GRID E LLLj- I I I I 1\j v i-i-i-ir DRIVEWAY d (EXISTING TO REMAIN) o Proposed Ground Level Floor Plan Miami DoOde County Deparo t 6,fAffeb'di-k-Cbry and Economic Resources Job Copy 0922015-104 - 10/18/2022 2:48:21 PM A103-06282022.pdf Examiner Date Time Stamp Trade Stamp Name AGUILERA, ARNOLDO 6/30/2022 3:16:09 PM DERM Approved 06 A207 I 7 Plan Legend: EXISTING ELEMENT TO BE DEMOLISHED I I I I I I I 117771 EXISTING CMU WALL TO REMAIN PROPOSED CMU WALL EXISTING INTERIOR PARTITION WALL TO REMAIN PROPOSED NEW CONCRETE WALL, REFER STRUCT. DWGS. PROPOSED INTERIOR PARTITION WALL PROPOSED MTL. COLUMN STAIR DIRECTION EXISTING GRID ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME d z HERMAN RESIDENCE �0 y'Zo yq - RESIDENTIAL 520 E 6021 SW 88th STI z z a< MIAM19 FL 33156Ym 00 PROJECT NUMBERpU 0 aLL 21047 S Sao PLAN SERIES -R z 2021 - 09 - 01 .,. R 2 9 O � F-, i �Iw PLAN MODIFICATION NOTICE Ww aaa NO MODIFICATIONS APPLIED 5 13 MODIFICATIONS APPLY SPB NO. N/A DATE N/A 0 Imo PROFESSIONAL SEAL gZo Z, U, W ARIEL VALDES, AIA info@21archd.com 380 0ww f2 07 0 in ♦A A 2" oho PROJECT NUMBER N az 21047 ILLOKU yo SHEET TITLE 0 PROPOSED GROUND LEVEL FLOOR PLAN SHEET NUMBER 5 H A103 1< Z8 Mz A B c D EXISTING EXISTING EXISTING +EXISTING F GRI *GR I GRI RI 60'-9" 13'-5" 11'4' 1 V-4" ------- ------------ -------- - - - - - - -------------- ------------- E EXISTING GRI 13'-5" U0 BALCONY rl 6 13-4" 33'- 11 13'-6" A207 00 Or M7 A207 - ----- <7 UGRI I EXISTING Al ENCLOSURE L—j- TERRACE 1 101, ::�� BATH Al otu I A' b 0 (D 3 SHOWER co .1 F — — — - BATH — — 4 23 3 01 7I I I I ON WO WIM MO ME OM MW 11M 01 )�ALK—I Ir LIVING ROOM CLOSET-11 �edtesrj 1 7 OPEN BELOW L? V_ -1 CID 18': (2D 8-73" _j c� 1W LO A -10" _j :( C Ce) oe 5-1011 -01, 1 F-8 -1 4W mw mw 21'-6" 2'-2" 3'-7" M i. o MASTER f ( BEDROOM 2 16 CoD nBI IF EXISTING I EXISTING GRI EXISTING - GRI IN BALCONY I — — — — — — — — — — — — — — — - .0 E HALLWAY AREA MASTER BEDROOM 1 WALK—IN I < I I CLOSET —21 lab I 15-5" /_0-_ v -7" 13� _0 — — — — - --------- T ------- — — — — -- ---- ------------- cl� SHOE CL SETf f 107 I Ili I I I I '"""'r'77777=)<)<,xx)<)<xYY7777777777= T 11111111 Y-i ...... . .. ..... ........... ........ ........... .. ..... ... ...............� I I O � � � I ... n i .......... 7-1 ... ....... ..... ..... . .... .... .. .............. .. . .... ............ ........ ... ................... - L L-�I �I 1I-- _j 1 9 .. .. .... .. . ..... . ..... ... . . .. .... ... ............. j ... ........ . ... .................... EXISTING ............. . __j 4 . .... .... ...... .. ......... .... . . .... ......... ..... .............. .... ..... .... ----- - ------- - — - — - — - — --- ...... .... ................... . .. . ........... GRI .............. ..... �lii .... . ....... .... . .............. ........ . .. ..... . ............. ...... .... .... . .. .. ........ ................ ........ ....... ........ .... . ........... . . .. . ....... . ....... .... ....... ... . ... ...... ........ . A 0 o Pro -osed Second. Level Floor Plan Miamic5, Dade County De en 1 092202.5504 - 10/18/200 :4 K4: A104-1)6282022.pdf Examiner Date Time Stamp Trade Stamp Name AGUILERA, ARNOLDO 6/30/2022 3:16:32 PM DERM Approved I rVitr Plan Legend: EXISTING ELEMENT TO BE DEMOLISHED EXISTING CMU WALL TO REMAIN PROPOSED CMU WALL EXISTING INTERIOR PARTITION WALL TO REMAIN PROPOSED INTERIOR PARTITION WALL PROPOSED MTL. COLUMN STAIR DIRECTION EXISTING GRID 0 LL cl w n. UJI ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME HERMAN RESIDENCE �0 yN RESIDENTIAL 6021 SW 88th STI 5z MIAM19 fiz FL 33156 w PROJECT NUMBER 0� 21047 H! PLAN SERIES �' §,-,, 2021- 09 01 w Z' '0� PLAN MODIFICATION NOTICE aka NO MODIFICATIONS APPLIED [3MODIFICATIONS APPLY Imo SPB NO. N/A DATE N/A 8t .8 PROFESSIONAL SEAL 0' wzq ww ARIEL VALDES, AIA wLLN hd 'com 0 X ­5 0 H� VA 0 9, tt R- Y. o 14 0, PROJECT NUMBER z SHEET TITLE 83 PROPOSED SECOND LEVEL wW FLOOR PLAN M SHEET NUMBER Qz oz A104 z PERIMETER BACK WALL LED STRIPS ON CEILING PERIMETER LED STRIPS ON CEILING z a O a M z U No 1 Ground Level Reflected Ceiling Plan g SCALE: 3/16"=1'-O" Miami DadA County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A105-06282022.pdf ceiling plan legend �"'• ® PENDANT OR SURFACE MOUNTED LIGHTING O-3 RECESSED DIRECTIONAL LIGHTING FIXTURE FIXTURE O O RECESSSED DOWN LIGHTING FIXTURE (PROVIDE 1-0 EXTERIOR WALL MOUNTED LIGHTING FIXTURE VAPOR RESISTANT AT BATHROOMS) INTERIOR WALL MOUNTED LIGHTING FIXTURE CEILING FAN A/C SUPPLY & RETURN GRILLS !/ ® RECTANGULAR A/C SUPPLY GRILLS EXTERIOR FLOOD LIGHTING FIXTURE u 2' FLUORESCENT LIGHT FIXTURE RESTROOM EXHAUST FAN C� & FLUORESCENT LIGHT FIXTURE A/C SUPPLY GRILLS WALL FACE MOUNTED RCP LEGEND ............. G.W.B. CLG. G.W.B. CLG. (DROPPED) EXISTING WOOD CEILING PROPOSED WOOD STRUCTURE SOFFIT EXPOSED STRUCTURE eeee . e e e . ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME Ha HERMAN W RESIDENCE �3 a� x U RESIDENTIAL C 6021 SW 88th ST, MIAMI, FL 33156m U P U PROJECT NUMBER C� a u. 21047 EUgi - PLAN SERIES OR 2021 - 09 - 01 PLAN MODIFICATION NOTICE w NO MODIFICATIONS APPLIED oy MODIFICATIONS APPLY�Z SPB NO. N/A DATE N/A WwI{W y Up W� O U �K O Z � W PROFESSIONAL SEAL w=a ARIEL VALDES, AIA 26Z WILL W o5R info@2larchd.com W W �2 m 23-4380 w 166 �Qu • 4�EILL, �* W °LLic o� 2 AR961 g WHW �REDA wow � W PROJECT NUMBER .2 , 21047 �N SHEET TITLE WPM LL � GROUND LEVEL REFLECTED N� CEILING PLAN SHEET NUMBER 91 Al05 g �Q. UNDER SHELF MOUNTED LED STR F ....... .... . . ­ ......... ... .......... ... I: I. ............. . ... . .. ...... .... ... ................ ........ . .... ............................. ............. .. . . . ..... ......... .. . . ..................... . . .... . ..... . . . ........ . . ........ ........ . .. ... . ... ... .............. . . . . . . . . . . . . ......... . .......... ... *—'.'.'.'.' . ..... ........... ... . .... . ....... ......... ... ......... 00000 see 0 0 0 0 a ® , 0 ID 0 • 0 ceiling plan legend 0 PENDANT OR SURFACE MOUNTED LIGHTING, 0 RECESSED DIRECTIONAL LIGHTING FIXTURE FIXTURE 0 0 RECESSSED DOWN LIGHTING FIXTURE (PROVIDE E_o EXTERIOR WALL MOUNTED LIGHTING FIXTURE VAPOR RESISTANT AT BATHROOMS) Fo INTERIOR WALL MOUNTED LIGHTING FIXTURE CEILING FAN A/C SUPPLY & RETURN GRILLS RECTANGULAR A/C SUPPLY GRILLS -EXTERIOR FLOOD LIGHTING FIXTURE 2'FLUORESCENT LIGHT FIXTURE RESTROOM EXHAUST FAN 3'FLUORESCENT LIGHT FIXTURE A/C SUPPLY GRILLS WALL FACE MOUNTED RCP LEGEND ............. G.W.B. CLG. G.W.B. CLG. (DROPPED) EXISTING WOOD CEILING PROPOSED WOOD STRUCTURE SOFFIT EXPOSED STRUCTURE PROJECT NAME No HERMAN RESIDENCE z 1 0 RESIDENTIAL 6021 SW 88th STI MIAM15 FL 33156 V PROJECT NUMBER 21047 11��_ZO aaz 5? PLAN SERIES 2021- 09 01 10 PLAN MODIFICATION NOTICE z o NO MODIFICATIONS APPLIED 13MODIFICATIONS APPLY r-5, 0 SPB NO. N/A DATE N/A ho OO PROFESSIONAL SEAL PH, w ARIEL VALDES, AIA info@2]orchd.com Tel: (305) 323-4380 -0166 OF L VA bw O AR961. 0- % E 0 OR 2 ww Z'o o jN PROJECT NUMBER 21047 zoo� SHEET TITLE. LLN SECOND'LEVEL6. 12 REFLECTED CEILING. PLAN. SHEET NUMBER A106' o< mo 0, 0 0� 1 4�> <3'><71<1'><8)1,2i<,1% <,8i <,4><4i <18i I<1i <11% <1% <,8i <4% <2i <1i<,8i<,2i<7i<,1i <3i <4 . _.................. ..... ...... . / _......__. ............ ....__ ..... ...: / ... ............... ... .... .... / . ....... . _ ... ................... ..._........./ / .............................. / ........... ..__._ . _........ .. .., .. rr / / L -- Ji II I I II I I I LL I I I East Elevation 01 SCALE:1/4"=1'-0" i K a O N O U .. Miami Dade County Department of Regulatory and Economic Resources Job Copy 0922015504 - 10/18/2022 2:48:21 PM A201-06282022.pdf TOP OF EXISTING ROOF (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'4' \ (VERIFY IN FIELD) _. .... ..,.......... \ ...... ..... ..... ........................ ............. ...... ... ....._.._ . ......................................... ._ _,.... __... ti ....... ..... ...... \ .......... ........... ........... „ ___..._._._ _.... .__.W_.__ _....._ ...- .. --... .. ..,,.....-..... ............... ....... \ ._.... ., \ -- ...... .................. ........_........... \ BOTTOM OF CEILING SECOND LEVEL ...._ _ .. \ _._ ........ _._ ........ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" �� 11 \ -- — — — — — — — — —I-L / \ TOP OF SLAB SECOND LEVEL _ .. .. (EXISTING TO REMAIN, VERIFY IN FIELD)rIk \ / ELEV: +10'-0" II I I GROUND FLOOR LEVEL ]STING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV:-0'-10" TOP OF EXISTING ROOF (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" GROUND FLOOR LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV: 4-10" • • off • • • • • • • • • o ••••� • • c • ' • ••• •: • • • • ••• s '... •••• • •••• • ELEVATION LEGEND OEXISTING TILE ROOF TO BE REMOVED/ACCOMMODATED TO RECEIVE NEW METAL ROOF SYSTEM COVER. OMOLDING ON THE WALL TO BE DEMOLISH AND PREPARE TO RECEIVE NEW STUCCO. OEXISTING GARAGE ENTRY PORTION OF CMU WALLS TO BE DEMO. OEXISTING WINDOWS TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 5. EXISTING'ENTRY DOOR TO BE REPLACE - SAME LOCATION. 6^ WINDOW OR DOOR TO BE INFILL OR DEMO. U GARAGE DOOR TO BE REPLACE. OEXISTING EXTERIOR CMU WALL TO REMAIN. OEXISTING ENTRY PORCH AND TERRACE ARCADE TO BE REPAIR AND SQUARED. 10 EXISTING ROUND COLUMNS TO BE REPAIR & SQUARED W/ LIGHT GAGE AND STUCCO, REMOVING THE BASE. (TYP) (11 EXISTING BALCONY GUARD RAIL TO REMAIN. 0 12 RESERVED. O 0 W a a. W CL z 5 a ISSUE/REVISION RECORD DATE DESCRIPTION o PROJECT NAME HERMANz �E RESIDENCEo Q ilo �Z �3 o= ¢w¢_ W� U RESIDENTIAL 6021 SW 88th ST, o MIAMI i __ U qH FL 3315600 oa w, no wLH PROJECT NUMBER yy N F=4' 21047 O G cc PLAN SERIES° ooz 2021 - 09 - 01 �' PLAN MODIFICATION NOTICE 0 NO MODIFICATIONS APPLIED Q MODIFICATIONS APPLY m ° �N2 D w�: SPB NO. N/A DATE NIA a�S Z�c �wu 8UCu 5 09 Jc 6gu WO� PROFESSIONAL SEAL' =s Qou ARIEL VALDES, AIA moo : into EU.12Lchd.com z8n V U t OTFS N =wi PROJECT NUMBER 21047 =?0 o" SHEET TITLE aN U6� �Q LL N N K iz EXISTING °W 4 ELEVATIONS V,W a JN SHEET NUMBER 56 A201Ro- U ®U �a (7 z RN W Q 4 North Elevation 01 SCALE:1/4"=V-0" f% A West Elevation U ' SCALE:1/4"=1'-O" i re 0 Q. Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015g04 - 10/18/2022 2:48:21 PM A202-06282022.pdf TOP OF EXISTING ROOF =MAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL ]STING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL TO REMAIN, VERIFY IN FIELD ELEV: +10'-0" GROUND FLOOR LEVEL GRADE LEVEL ELEV:-0'-10" TOP OF EXISTING ROOF (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'4' (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'4' TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" GROUND FLOOR LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL -0' ELEV: -10" • • • • • • • • • • • O • ••Y • • • • • • • • • • • • • • • • • • • • • • • 0 ELEVATION LEGEND OEXISTING TILE ROOF TO BE REMOVED/ACCOMMODATED TO RECEIVE NEW METAL ROOF SYSTEM COVER. OMOLDING ON THE WALL TO BE DEMOLISH AND PREPARE TO RECEIVE NEW STUCCO. OEXISTING GARAGE ENTRY PORTION OF CMU WALLS TO BE DEMO. OEXISTING WINDOWS AND DOOR TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS OR DOOR. 5. EXISTING ENTRY DOOR TO BE REPLACE - SAME LOCATION. 6 WINDOW OR DOOR TO BE INFILL OR DEMO. OGARAGE DOOR TO BE REPLACE. OEXISTING EXTERIOR CMU WALL TO REMAIN. OEXISTING ENTRY PORCH AND TERRACE ARCADE TO BE REPAIR AND SQUARED. 10. EXISTING ROUND COLUMNS TO BE REPAIR & SQUARED W/ LIGHT GAGE AND STUCCO, REMOVING THE BASE. (TYP) 1 1 . EXISTING BALCONY GUARD RAIL TO REMAIN. 12. RESERVED. 0 w 0 Of Q a w o. Z (L ISSUE/REVISION RECORD DATE DESCRIPTION �o PROJECT NAME HERMAN z Fz RESIDENCE �o �z NQ �3 a� m� RESIDENTIAL 6021 SW 88th ST,01 MIAMI,4 0 UZ N ' FL 33156 m U� O PROJECT NUMBER w N" 21047z �Qo PLAN SERIES o 2021 - 09 - 01> C w u o PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED <f z Q MODIF►CATIONS APPLY w SPB NO. N/A . DATE N/A o�S 0 �VC UUO u wok �w2C PROFESSIONAL SEAL �ZC wz< p7H 4WD ARIEL VALDES, AIA wLLu �s u com ymk Of s - � C Du �� ♦ u W °LL3 2C UU r uwi�u Wes; mo. ONEZ � - PROJECT NUMBER 21047 s� =0, ya SHEET TITLE 2F0 EXISTING ELEVATIONS aLL SHEET NUMBERS A20200 =8 ®U 019 Proposed Southt Elevation 06-SCALE: 1/4"=V-0" 10 Zona 4. +45.00 -60.15 Proposed East Elevation 16 SCALE:1/4"=1'-O" 1 > <, 4 > <, 4 > <1 1 > <10 > <, 2 > < 11 > < 9 > < 8 Zona 4. +45.00 -48.78 TOP OF EXISTING ROOF (E)(ISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY INFIELD) ELEV: +10'-0" GROUND FLOOR LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" 11-11 GRADE LEVEL ELEV: 4-10" TOP OF EXISTING ROOF _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY INFIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY INFIELD) ELEV: +10'-0" GROUND FLOOR LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV:-0'-10" ELEVATION LEGEND OEXISTING TILE ROOF TO REMAIN. OPORTION OF THE WALL TO BE REINFORCED TO RECEIVE NEW STUCCO. ONEW GARAGE DOOR, PORTION OF THE WALL THAT HAS BEEN SQUARED. OEXISTING WINDOWS TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 5. EXISTING ENTRY DOOR TO BE REPLACE IN THE SAME LOCATION. b WINDOW & DOOR TO BE INFILL OR DEMO. 7O GARAGE DOOR TO BE DEMO AND REPLACE, 8O EXISTING ROUND COLUMNS CONVERTED INTO SQUARE COLUMNS. STRUCTURAL NOT SHOWN FOR CLARITY 9O EXISTING BALCONY METAL & GLASS GUARD RAIL TO REMAIN. 10. EXISTING CMU WALL, FINISH W/ STUCCO, TO BE PAINTED. 1 1. NEW IMPACT COURTING WALL AND EXIT DOOR TO THE PATIO. 12. RESERVED. i � . • J s t u d 10 ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME N o =w �z z HERMAN �z a� RESIDENCE zo o �o aZ 0 RESIDENTIAL U Wo00 6021 SW 88th ST, z MIAMI, 0z <0 FL 33156 mm U O 2 O � LL PROJECT NUMBER 21047 Np" 'z1 U�" ij QC PLAN SERIES 2°0 z 2021 - 09 - 01 D � c woa Z c PLAN MODIFICATION NOTICE�o NO MODIFICATIONS APPLIED a�a 0 Q MODIFICATIONS APPLY Q N c SPB NO. N/A DATE N/A °_"g "Ic ozo m¢o Vwu O r u Qoo °z2 °W " PROFESSIONAL SEAL uZ ARIEL VALDES, AIA -— '0 o�� a Du` w y u 10, o o n y➢dA N Q] F 0 ZLL g g g k U3 UroF 1, w Z� A �� d'.RR9w• + �= _` w o u 4 owo 2 w 0 u w�. mo. O ui C 10, z�C PROJECT NUMBER lzW'n 21047 oz zo oa Z SHEET TITLE a� z� on 10 10 PROPOSED w ELEVATIONS =w aLL Q= a sZ SHEET NUMBER A203N U O U F,z �F =o �z o aN O U � Proposed Southt Elevation 06 SCALE:1/4"=1'-0" 1 C z 7 C i 7 10 C 7 `, 10 C 1 4) C 4, Proposed East Elevation 16 SCALE: 1/4"=1'-0" v L Miami bade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A203-06282022.pdf r I IL r 11 9 8 .•. •. .. • • • • ® • . . • • • •' • • ••• • ••• ••i• • • • • • • . • • • • ELEV: 4-10" Y TOP OF EXISTING ROOF _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" ELEVATION LEGEND OEXISTING TILE ROOF TO REMAIN. OPORTION OF THE WALL TO BE REINFORCED TO RECEIVE NEW STUCCO. ONEW GARAGE DOOR, PORTION OF THE WALL THAT HAS BEEN SQUARED. OEXISTING WINDOWS TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 5. EXISTING ENTRY DOOR TO BE REPLACE IN THE SAME LOCATION. 6 WINDOW & DOOR TO BE INFILL OR DEMO. 7O GARAGE DOOR TO BE DEMO AND REPLACE. OEXISTING ROUND COLUMNS CONVERTED INTO SQUARE COLUMNS. STRUCTURAL NOT SHOWN FOR CLARITY OEXISTING BALCONY METAL & GLASS GUARD RAIL TO REMAIN. 10. EXISTING CMU WALL, FINISH W/ STUCCO, TO BE PAINTED. 1 l . NEW IMPACT COURTING WALL AND EXIT DOOR TO THE PATIO. 12 RESERVED. a O ' U- 0 LLI Q a w a� w z CL ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME �o HERMAN r= RESIDENCE a� a �a �3 K U RESIDENTIAL . 6021 SW 88th ST, W y MIAMI, W FL 33156 m m qs PROJECT NUMBER a LL 21047�- �y w GG 7�C ((JJ Wy V ] Q PLAN SERIESo G oo°u 2021 - 09 _ 01 i PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED € z Q MODIFICATIONS APPLY wm@ SPB NO. N/A DATE N/A Oyt; t?g 2N� O O C vag u PROFESSIONAL SEAL a� ARIEL VALDES, AIA apt wu WLLu info@21 archd.com 3-4380 ° k ag F�. 166 ® r U I•iNu LDQQu]] . o�� .� O ��F u, ARE owo W= m°o Z� PROJECT NUMBER x �zt 21047 M yo H SHEET TITLE UU N U) K PROPOSED ° w� ELEVATIONS W� =3 rcLL J� a SHEET NUMBER pp Sr,�O QU A203 �8 =o W o Proposed North Elevation 06-SCALE: 1/4"=l'-O" Proposed West Elevation 16 SCALE:1/4"=1'-O" L.LCV. -U-IU TOP OF EXISTING ROOF _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" GROUND FLOOR LEVEL _ (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV:-0'-10" ELEVATION LEGEND OEXISTING TILE ROOF TO REMAIN. 2OPORTION OF THE WALL TO BE REINFORCED TO RECEIVE NEW STUCCO. ONEW GARAGE DOOR, PORTION OF THE WALL THAT HAS BEEN SQUARED. OEXISTING WINDOWS TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 5. EXISTING ENTRY DOOR TO BE REPLACE IN THE SAME LOCATION. 6 WINDOW & DOOR TO BE INFILL OR DEMO. 7O GARAGE DOOR TO BE DEMO AND REPLACE. 8OEXISTING ROUND COLUMNS CONVERTED INTO SQUARE COLUMNS. STRUCTURAL NO SHOWN FOR CLARITY 9O EXISTING BALCONY METAL & GLASS GUARD RAIL TO REMAIN. O0 EXISTING CMU WALL, FINISH W/ STUCCO, TO BE PAINTED. O1 NEW IMPACT WINDOWS AND DOOR TO THE COVER TERRACE. ORESERVED. • • • •••• • ••••• s t u d i o 0 LL 0 W Q 0. W a U) z g a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME �o w �g HERMANz �z RESIDENCE zo .o �Z o� Q U RESIDENTIAL 3 6021 SW 88th ST, MIAMI, oN FL 33156 N_ w mm og w 0 00 p U PROJECT NUMBER 0. �+Nu 21047 W�= �zo w u o¢o PLAN SERIES 08.5 oo' 2021 - 09 - 01 �m> Woa >_c PLAN MODIFICATION NOTICE�a a�a w= NO MODIFICATIONS APPLIED -0 rJ_ Q MODIFICATIONS APPLY omcc 0 SPB NO. N/A DATE N/A °_ c. ro O z¢a �3s �rr wu OFu �Ou QO0 ooF PROFESSIONAL SEAL ~w� U Z � wz< 'opt a�o ARIEL VALDES, AIA 0 Ou e�2larchc coin ° m C-{3051 323-4380 w H Z o 39' � � e' a O 2 r oo; o °�► O w � Z ° • Z. k U a c Zc /�/� � o o V —1 "• o w y w mo: owe z�� °<� PROJECT NUMBER �w§ 21047 OOF z9' F U SHEET TITLE 0 OU wa L6 N y0 FO PROPOSED w ELEVATIONS N =J n. �a oz SHEET NUMBER =o U� U A204N Z N O H F- " o E Z Yw Ow U LL 4 4 1 9 8 11 11 2 8 1 i i j 11 11 8 1 11 11 8 4 1 4 q I Za ..... . 1. ....... ,. .............. ........ -.. __ .... ::......� .... ` .... _ ._... .._. _.. .. .........._.. -................................ : .... ::::.:.::.....:... _....... —._ _ .. ... .... .... —... .... - _ __... _.............. .. .. . _...................... _ .. _ ..-...... ...,-..... . ....... _ _ _ .... ..._........ .-... _.................... ..._ .... .. i ......... ..... .... . _ ......... i I ItFt' y`yyxd '1 ram' d^`1• Y � 2'' Ott ' z :I Y e � i t � '� •�.�a ,s ° e�-� �, . s j . SS�Sr��9 f+i 'S� ��� d'� .r;, •'�r`1y 7i "ll', I ":. kro� �x; 'C:4 — — Ill I I L —.. I fi Proposed North Elevation 06 SCALE: 1/4"=V-0" Proposed West Elevation 16 SCALE: 1 /4"=1'-0" n O e cc 0 0 L ay Miami Ade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A204-06282022.pdf CAI TOP OF EXISTING ROOF (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'-9" (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" GROUND FLOOR LEVEL EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV:-0'-10" ELEV: 4-10" Y x ELEVATION LEGEND OEXISTING TILE ROOF TO REMAIN. OPORTION OF THE WALL TO BE REINFORCED TO RECEIVE NEW STUCCO. ONEW GARAGE DOOR, PORTION OF THE WALL THAT HAS BEEN SQUARED. OEXISTING WINDOWS TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 5. EXISTING ENTRY DOOR TO BE REPLACE IN THE SAME LOCATION. 6 WINDOW & DOOR TO BE INFILL OR DEMO. OGARAGE DOOR TO BE DEMO AND REPLACE. OEXISTING ROUND COLUMNS CONVERTED INTO SQUARE COLUMNS. STRUCTURAL NO SHOWN FOR CLARITY OEXISTING BALCONY METAL & GLASS GUARD RAIL TO REMAIN. Q0 EXISTING CMU WALL, FINISH W/ STUCCO, TO BE PAINTED. Ol NEW IMPACT WINDOWS AND DOOR TO THE COVER TERRACE. ORESERVED. .0 LL WNN LL a W , a Z 0- ISSUE/REVISION RECORD DATE DESCRIPTION �o PROJECT NAME W �Z HERMAN Nt W �Z RESIDENCE o0 a 8o �Q a� RESIDENTIAL 6021 SW 88th ST, MIAM19 a W FL 33156m U� p U PROJECT NUMBER aW w� 21047� 'zP ou �a9 PLAN SERIES zo 2021 - 09 - 01 g§? �1: PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED Q MODIFICATIONS APPLYmP SPB NO. N/A DATE N/A 0 u �u PROFESSIONAL SEAL ARIEL VALDES, AIA $-. u info@21archd.com T 1 3-4380En k 3 FL c 46 • t ♦ am� o Ru'i PROJECT NUMBER F4 21047 a� SHEET TITLE 3 ii PROPOSED ELEVATIONS I _w o� N SHEET NUMBER A204 H 4 Proposed North Elevation 06 SCALE:1/4"=l'-0" a 0 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A205-06282022.pdf TOP OF EXISTING ROOF (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +27'4' (VERIFY IN FIELD) BOTTOM OF CEILING SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +19'-0" TOP OF SLAB SECOND LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +10'-0" . GROUND FLOOR LEVEL (EXISTING TO REMAIN, VERIFY IN FIELD) ELEV: +0'-0" GRADE LEVEL ELEV: 4-10" ELEVATION LEGEND OEXISTING TILE ROOF TO REMAIN. OPORTION OF THE WALL TO BE REINFORCED TO RECEIVE NEW STUCCO. ONEW GARAGE DOOR, PORTION OF THE WALL THAT HAS BEEN SQUARED. OEXISTING WINDOWS TO BE DEMOLISH/REPLACE BY NEW IMPACT SLIDING DOOR. 5. EXISTING ENTRY DOOR TO BE REPLACE IN THE SAME LOCATION. 6 WINDOW & DOOR TO BE INFILL OR DEMO. 7O GARAGE DOOR TO BE DEMO AND REPLACE. OEXISTING WINDOWS AND DOOR TO RETROFIT/REPLACE BY NEW IMPACT WINDOWS. 9O EXISTING BALCONY METAL & GLASS GUARD RAIL TO REMAIN. 10. EXISTING CMU WALL, FINISH W/ STUCCO, TO BE PAINTED. 11 NEW IMPACT COURTING WALL SYSTEM AND DOOR TO THE PATIO. 12 RESERVED, O LL O - w Q n. U.I Of a z EL ISSUE/REVISION RECORD DATE DESCRIPTION �o PROJECT NAME HERMAN w �_ w� wZ RESIDENCES a� �o <Z W N N Q j RESIDENTIAL U U 6021 SW 88th STY01 MIAMI z U FL 33156 ¢w 0m 0,0 W PROJECT NUMBER 9.0 21047 '` oQ� .PLAN SERIES 2021 - 09 - 01 1 z 6. � F PLAN MODIFICATION NOTICE a� aFo NO MODIFICATIONS APPLIED�� 0�t ❑ MODIFICATIONS APPLY 'N SPB NO. N/A. DATE N/A$ o 2 0 N ~vwiC aou Uon �>e PROFESSIONAL SEAL w Z 'C Oft ao� w ARIEL VALDES, Al A ww� goo 0 info@21archd.com W k Te 323 4380 166 " ° 0 Z 4 • ♦ At� r, •1 AL S ♦� U N u _ o o P 1 O 11. p,�961 Q T F ,�V 8 ] m O . PROJECT NUMBER o 21047 =o. z� SHEET TITLE ZO2 y� PROPOSED W ELEVATIONS3 c� w ¢F SHEET NUMBER . A205 U g� �Q 0 �o rc� � 6 W REFER TO FLOOR PLANS FOR OVERHEAD CABINET LOCATIONS z Cn ---------------------- :o iv Z o PLASTIC LAMINATE CLAD PLYWOOD '9 COUNTERTOP rIN rIN lU b ~ CV O CONTINUOUS --" BASE 4" 1'-8" 3/4" PLYWOOD WITH PLASTIC LAMINATE FINISH ON ALL EXPOSED SURFACES (TYP.) FOR MORE BACKING SUPPORT, SEE DETAIL ON A301 FLUSH OVERLAY CONSTRUCTION (TYP.) 4" PLASTIC LAMINATE CLAD PLYWOOD BACKSPLASH DRAWER MOUNTED ON METAL SLIDES PROVIDE ONE ADJUSTABLE SHELF ON SURFACE MOUNTED METAL PILASTER STANDARDS 2" x 4" P.T. WOOD BLOCK typical wood backing detail 2"X4" SOLID WOOD BACKING AT TOP OF WALL CABINET 2"X4" FIRESTOP AT 8'-0"-94 MAXIMUM 2'x4" SOLID WOOD BACKING AT TOP OF CLOSET SHELVES, RETURN BACKING MIN. OF 2'-0" ON EACH SIDE WALL INTERIOR PARTITION W 3X' (MIN.) METAL STUDS @ 16" O.C. I§N OLID zj Q 11 11 ABAT INETOODP OF BASE C boQ MIN' 2"X4" SOLID WOOD BACKING AT BOTTOM OF iv BASE CABINETS GENERAL NOTES: 1. PROVIDE WOOD BACKING FOR WALL CABINETS: PROVIDE A MINIMUM 2"X4" HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN (2) SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF ALL WALL HUNG WALL CABINETS. 2. PROVIDE WOOD BACKING FOR PLUMBING FIXTURES: PROVIDE A MINIMUM 2"X4" HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN (2) SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURES. PROVIDE DOUBLE 20 MSG GALV. STEEL STUDS IN WALLS TO SUPPORT ALL WALL HUNG PLUMBING FIXTURES, AS PER (F.B.C. SECTION 2517.5.1.1), TYPICAL. 3. PROVIDE WOOD BACKING FOR ALL CLOSETS: PROVIDE A MINIMUM 2`X4" HORIZONTAL WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN (2) SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINETS. ii i Backing Detail Kitchen Cabinet Millwork y g oi SCALE: 3/4„=1 r-01, s0 PANTRY CORRIDOR 4'-0" CONVECTION 12'-1 1" STEAM OVEN REFRIGERATOR SINGLE WALLOVEN — - Wolf 30" Convection Wolf 24" Coffee System Steam Oven EC24/8 Sub-Zem 30" Ref, Sub -Zero 36" Ref. CS030OWS - -- Bottom Mount Freezer Bottom Mount Freew IT30CIID•1-H IT36alD•RH - Wolf 30" Single WallOven Wolf 30" Single Weill S030CM/8 S030CM/B 4' 00 O0 d (�• r d e a d a a a O ° y�a � a O 3 d V d e 4 ° d 4 ad t en ° d, r 781t Capinet Tall Cabinet it Cabi EXISTING — -- -- __ GARAGE I' ENTRY DOOR TO REMAIN 3'-1 " 3'-0" T-1 " Kitchen Floor Plan o I SCALE:3/8"=1'-0" l I 9 - - Miami Dace County Department of Regulatory and Economic Resources - Job Copy 09.22015504 - 10/18/2022 2-:48:21 PM A206-06282022.pdf Kitchen Elevation E f � SCALE: 3/8n =1 -0n i i ° e° d d° d a . d d e ° d a u, 4 a d°d e ° d ° dd ° Ili ° a e va d ° d, ° a ° r e ELEV.=+9'-4" BOT OF CEILING ELEV.=+0'-0" F.F - -•••• gee •• •• • • j CABINETS SHOWN • • • "' .. • • • • FOR DESIGN INTENT ELEV.=+9'-4" e w BOT OF CEILING IM M 13 4 `,,�'� �� u ram.'. 'rt19�, F'h' ,. :, �si .� �v��i �t ,. �. •'e.. -a e€� r � � � • n ar Tyr t pq�y r4 , o L1J • �r RN1 r - Ifl, LU ELEV.=+0'-0" a F.F to z Kitchen Elevation A SCALE:3/8"=1'-9' ISSUE/REVISION RECORD CABINETS SHOWN DATE ` DESCRIPTION FOR DESIGN INTENT ELEV.=+9'-4" �sx BOT OF CEILING 1 d ft ,R� 1 EK'u i f4 iA f y.re y.4 .. , •'.3'�• 3 'Ray 01,A* .. „ n � . aRr � � pe Y � a ,;. • � a � k •. a 'r,Y N I� •H fr � Alen is � ; �A' ^'eyry K « °i At a'•• +�� a�',r�! � • �ri q, 9 —I✓,r R '�. 'u •1 s. fib,`; tl ., r '"'t - � _3. ..y � ,e•A .• . w,a er 'k _.,�..+.�., iy .�.. .. _,.air.-:,�`�. �r ,x�.. - Y F.F Kitchen Elevation V SCALE:3/8"=V-0" PROJECT NAME HERMAN €Z w� RESIDENCE CABINETS SHOWN FOR DESIGN INTENT H� B� ELEV.=+9'-4" BOT of CEILING RESIDENTIAL r� 10 ,� ' I� , r 6021 SW 88th ST, l—U- ,. , MIAM15 •" � r ..: ,�rt C ( w,,..,�r,a.�; � ''41 �a:�, . T `k . .� �� fay _ FL 33156W m 0 9 ii PROJECT NUMBER 21047_ PLAN SERIES o = W 2021 - 09 - 01a &W PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIEDN [I MODIFICATIONS APPLY wmg ' I, fry w W �. i�n3r �S w ", F ,; ELEV.=+0'-0" SPB, NO. N/A DATE N/A �g�d - Bpi F.F g �oW Kitchen Elevation 80 SCALE: 3/8"=1'-0" PROFESSIONAL SEAL ARIEL VALDES, AIA .0 info@21archd.com m 3-4380 ELEV. =+9'-4" CyP F . 66 �a BOT OF CEILING C�� A D f 0 Tray DMder OOZ RE N DWI mo 2�O uip 0 PROJECT NUMBER -- 21047 _ Z$N. mRk r tV,ep.�er a • ,xr i r �Y@, � tc t'a' � � ^r, SHEET TITLE'_ w INTERIORS I+ V x . „ " ELEVATIONS . 3f i 1 KITCHEN CN i ELEV.=+0'-0" �3 rc LL F.F 5,_0++ ... I ' J i O TILE T.B.D. PT I pT_1 • , • i • • • . PT -I 0.0 So ZO VESSEL SINK 18.3"X18.1" EO OLAVATORY MIXER i) 4CCE __ :..s•...•CLASS II SAFETY GLASS ENCLOSURE IN HAZARDOUS N COPLANCE WIH FB.G.R. 2706.1.1.WITH 22' MIN. CLEAR WIDHT SHOWER ACCESSS IN O6 MIRROR (COMPLY A.S.T.M. C1036) HALLWAY / . O7 DRAWERS SYSTEM -- — .... � - bo b f 12"BEVELED SQUARE SHOWER RAINFALL : ^ 10 BY WHITTINGTON OR APPROVED EQUAL ® I! N ¢ Q Q 11 CUSTOM DRAWER CABINET - - o v ch ...... 12 CUSTOM SHELF SYSTEM J — °O M o ih N - 13 FREE STANDING TUB J r � o. j-j SLIP RESISTANT CERAMIC TILE 1 T-1 6 7 2 T-1 7 4 0 U w j-2 SLIP RESISTANT CERAMIC TILE Bathroom - 1 Floor plan Bathroom - 1 Ground Level Bathroom - 1 Ground Level Bathroom 1 Ground LevelLU 1 a PT_1J PAINT 1 SCALE: 3/8"=1'-T 02 SCALE: 3 8"=Y-0" 03 SCALE:3 8"=F-0" 4 / / O-1" SCALE: z • O � g a OoElevation Key Notes 13'-6" SCALE: N.T.S. 3'-0" 3'-1" 3'-1" 4'-0" ISSUE/REVISION RECORD PT- PT-1 PT-1 DATE DESCRIPTION 3+_2„ r,� 2+_9++ _ I o i o CLOSET / . _. 08 207 09 i TO TERRACE -' - _ I 8,_8,+ q °° °° b 10 X ^ Q Q Q X __ t- THEATER o j �'I - o cM o 00 � N N _�..._}--. ._... O 4 7 r7_ 71 ; T-1 T-I 7 4 Terrace & Theater Bathroom - 2 Floorplan Bathroom 2 Ground Level Bathroom - 2 Ground Level Bathroom 2 Ground Level o 6 SCALE: 3/8"=l'-U' 07 SCALE: 3/8"=1 -0 '_ ' " 08 SCALE: 3/8"=1'-0" SCALE: 3 "=1'- " og /8 0 PROJECT NAME � No p _. z oil 3'-3" 3'-0" l'-0" It 5-3" 1'- HERMAN )] RESIDENCE PT-1 PT-i ..{_ RESIDENTIAL 3'-4" _ i__ _ W 0 to I - - 6021 SW 88th ST, $ W MIAMI, N 12 _ FL 33156 �9 ®r�) ;O 14 A207 13 N PROJECT NUMBER bo 5'-3" 1'-0" 3'-0" 3'-3" o - ¢ i _ L 1047 '�W �Z oo — PLAN SERIES L O, 5'-8" r._ _ Q ZOr W O Q QK —, 2021- 09 - 01 w J L 5 2z _ 1 oo j o PLAN MODIFICATION NOTICE $W 10" 2'-10" 2'-8' o, ��� N NO MODIFICATIONS APPLIED�y sLo 0 MODIFICATIONS APPLY gig . N T-2 T-1 13 10 <X1 3 10 T-1 6 3 2 2 SPB N0. N/A DATE N/A =W N O?a Master Bedroom 2W co �H� Bathroom 3 Floor plan Bathroom 3 Second Level Bathroom.- 3 Second Level Bathroom - 3 Second Level It9 1 1 SCALE:3l8"=1'-0" 12 SCALE:3/8"=1'-0" ! I3 SCALE:3/8"=1'-0" 14 SCALE:3 8"-1'-0" $ o PROFESSIONAL SEAL �€ d I W�Q 19 A207 1 PT-1 WINDOW BEHIND ARIEL VALDES, AIA PT 1 PT 1 1ar323-4380 LL� 2 info@2]archd.com .. .... .. .., . ^`. -0166� :srq i. fp _I .. ..sm ... ... N FIE"] C,�,r 0 o .0 d X !( ...... ( c O I. .... E .... PROJECT NUMBER CNI O F FtO Xco Q N ;1.. _..z Y:, DD ... ... -� ... '+ H X O �` Q 21047 `�—.. ,..� ¢ ... SHEET TITLE N co INTERIOR a ELEVATIONS O M N BATHROOMS =W 10 T-i T-2 2 T-1 oo 6 T-1 SHEET NUMBER N Master Bedroom 1� Bathroom - 4 Floor Ian Bathroom - 4 Second Level Bathroom 4 Second Level Bathroom - 4 Second Level A207 ®8 j.4 1Miami Dad l ' - 18 SCALE: 3/8"=1'-0 SCALE: 3 8"=1'- '�!e�ito of Regulatory and Economic Resources Jobs /8"=1'-0" 19 / 0 ?;€ 0922015504 10/18/� 2:48:21 PMg Y A207-06282022.pdf STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG GALV. STEEL, MIN. DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN. 1-1 /4" LONG LEGS, ATTACHED TO FLOOR AND CEILING W/ HILTI PAF @ 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851bs. (FOR CONC.) OR #10 SCREWS 24' O.C. MAX. (FOR MTL. DECK) UNDERSIDE OF CONCRETE SLAB CEILING FINISH STEEL STUDS - "HAT -SHAPED" FURRING CHANNEL, FABRICATED FROM MIN. 25 MSG GALV. STEEL, MIN. 7/8" WIDTH SPACED A MAX. OF 16" O,C. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. i 3 BOARD -MIN. 5/8" THICK MOISTURE RESISTANT BOARD (& 5/8" TILE BACKER BOARD AT AREA TO RECEIVE TILE FINISH) WITH BEVELED, SQUARE, OR `APERED EDGES, APPLIED ( VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT i LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12". �4 FASTENERS - TYPE S OR S- 12 STEEL SCREWS USED TO ATTACH w CL w PANELS TO STUDS. 1 LONG FORM" AND 5/" THICK PANELS OR 1Y" H 'U-1 LONG FOR %" THICK PANELS SPACED 8" O.C. WHEN PANELS ARE O O APPLIED HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND w w BOTTOM EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE LU APPLIED VERTICALLY. X "' z — INSULATION - PROVIDE R-4.1 MIN. INSULATION FILL W/1NSUL. WHERE WALL SEPARATES A/C SPACE FROM NON A/C SPACE REFER TO FINISH SCHEDULE NEW EXTERIOR C.M.U. WALL ASSEMBLY SMOOTH STUCCO FINISH FLOOR SYSTEM TO REMAIN wrt A STANDARD SHOWN WALL TYPE t a A �PROVIDE 5/8" TILE BACKER y v BOARD AT AREAS TO RECEIVE z TILE FINISH U a T cal Wall Assembl N 17 SCALE: Yp Y Miami,,),Dade County Department of Regulatory and Economic Resources - Job Copy 09220155_04 10/18/2022 2:48:21 PM A301-06282022.pdf t ••• • . • • .00 . see FINISH I NOTES 1. ROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL WET PARTITIONS (PARTITIONS AROUND SHOWERS, BATHTUBS, SINKS) 2. FILE FINISH, OR ANY OTHER CODE APPROVED NON -ABSORBENT FINISH, ON FLOORS AND WALLS ABOVE BATHTUBS AND AT SHOWERS, SHALL XTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE FLOOR (R307,2 FBC 2017) 3. FLAME SPREAD AND SMOKE DENSITY (FBC 2017 R315) -WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. -WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 4. NSULATION (FBC 2017 R316) -INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 4.50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. 5. AINT ALL EXPOSED STUCCO, WOOD, AND DRYWALL MATERIAL (UNLESS OTHER FINISH HAS BEEN SPECIFIED). COLOR TO BE SELECTED BY OWNER. EXTERIOR COLOR TO BE APPROVED BY ARCHITECTS AND OWNERS. 6. ROVIDE CERAMIC TILE FINISH FOR ALL INTERIOR AREAS, TERRACES AND BALCONIES (WEATHER RESISTANT AND NON-SLIPERY TYPE FOR XTERIOR AREAS), GARAGE FLOOR AND WALLS TO BE EXPOSED AND PAINTED CONCRETE AND MASONRY. PROVIDE PAINTED WOOD WALL ASE FOR ALL INTERIOR AREAS, AS SELECTED BY OWNER. TERMITE PROTECTION: ALL BUILDING SHALL HAVE A PRE -CONSTRUCTION TREATMENT PROTECTION AGANIST SUBTERRANEAN TERMITES. THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO PRECONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINIST SUBTERRANEAN TERMITES. (4409.13.5 F.B.C.) A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENTA IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7r�1Rg&!]li7 STEEL FLOOR AND CEILING RUNNERS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG GALV. STEEL, MIN. DEPTH TO ACCOMMODATE STUD SIZE, WITH MIN, 1-1/4" LONG LEGS; ATTACHED TO FLOOR AND CEILING W/ HILTI PAF @ 24" O.C. MAX. W/ MIN. SHEAR LOAD OF 851bs. (FOR CONC.) OR #10 SCREWS 24".O.C. MAX. (FOR MTL, DECK) UNDERSIDE OF CONCRETE SLAB STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG GALV. STEEL, MIN. 3-5/8" WIDTH SPACED A MAX. OF 16" O.C. STUDS TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT. PROVIDE 3-1/2" FACED SOUND ATTENUATION BATT INSULATION, FRICTION FIT IN STUD SPACE (R-11) @ PARTY WALLS OR WHERE SEPARATING A/C SPACE FROM NON -A/C SPACE. BOARD - MIN. 5/8" THICK GYPSUM PANELS (AT CORRIDOR SIDE) & TILE BACKER BOARD AT AREAS TO RECEIVE TILE FINISH (AT RESTROOM SIDE) WITH BEVELED, SQUARE, OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12". FASTENERS - TYPE S OR S- 12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS. 1" LONG FOR 1 /2" AND 5/8" THICK PANELS OR 1-1 /4" LONG FOR 3/4" THICK PANELS SPACED 8" O.C. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8" O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12" O.C. IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. REFER TO FINISH SCHEDULE FLOOR SYSTEM TO REMAIN B -STANDARD SHOWN W LL TYPE C 1 -PROVIDE 6" STEEL STUDS I 18 T ical Partition Assembl _Yp Y SCALE: 1 "= V-0" interior stud framing limitations, chart' o THIS DATA IS BASED ON THE "U.S. GYPSUM CO." PRODUCT DATA FOR THE PURPOSE OF LIMITING THE HEIGHTS O UMBRACED PARTITION. THE USE OF THIS DATA IS TO SET THE MAXIMUM HEIGHT STANDARD FOR SUCH PARTITIONS. TYPICAL LIMITING HEIGHTS - INTERIOR STUD FRAMING STUD STUD STUD ALLOW PARTITION HEIGHT PARTITIONHEIGHT FURRING DESIGN WIDTH SPACING DEFL. ONE LAYER 5/9' TWO LAYER 5/9' ONE LAYER 5/6' 25 GAUGE (.0179 MIN.) 158ST25 15/8" 16" L/360 9'6"d. IOW'd 8'3"d L/360 8'3"d 9'O"d 73"d 24" L/360 8'3"d 81911f 7'3"f L/360 73"d 8'O"d 63"d 212ST25 2 1 /2" 16" L/360 176"d 13'6"d 1 1'0"d L/360 10'9"d .11'9"d 919"d 24" L/360 10'9"d 1 1 '31 9'9"d L/360 9'6"d I0'3"d 8'6"d 358ST25 3 5/8" 167 L/360 167d , 1677 14'6"d* L/360 14'0"d 149"d 12'9"d* 24" L/360 13'61 13'61 12'9"d* L/360 12'3"d 13'0"d 11'0"d 400ST25 4" 16" L/360 1 T3"d 17'31 159"d* L/360 150"d 159"d 13'9"d 24" L/360 14'3"d 14'31 13'9"d* L/360 139"d 13'9"d 12'0"d 600ST25 6" 16" L/360 20'6"d 20'01 20'0"f* LI360 20'0"d 20'01 18191 24" L/360 150"d 15'0"v 15'0"v* L/360 15'0"d 15'9'v 15'0"v* 22 GAUGE (.0270 MIN.) 212ST22 2 1 /2" 16" L/360 13'0"d 14'0"d 12'0"d L/360 11'6"d 12'3"d IOW'd 24" L/360 13'0"d 12'3"d' IOW'd L/360 11'6"d IOW'd 9'3"d 358ST22 3 5/8" 16" L/360 1 1'6"d 18'0"d 16'0"d* L/360 10'0"d 159"d 14'0"d* 24" L/360 160"d 159"d 147d* L/360 13'0" d 13'9"d 12'3"d* 400ST22 4" 16" L/360 18'6"d 19'3"d 17'3"d* L/360 163"d 169"d 15'0"d 24" L/360 16'3"d 16'9"d 150"d* L/360 14'0"d 149"d 13'3"d 600ST22 6" 16" L/360 253"d 260"d 23'9"d* L/360 22'0"d 22'9"d 201"d 24" L/360 270"d 22'9"d 20'9"d* L/360 19'3"d 19'9"d I 18'3"d* 20 GAUGE (.0329 MIN.) 212ST20 2 1 /2" 16" L/360 14'0"d 149"d . 13'0"d* L/360 173"d 13'0"d I V6"d 24" L/360 173"d 13'0"d 1116"d L/360 10'9"d 11'3"d 10'0"d 358ST20 3 5/8" 16" L/360 163"d 19'0"d 17'3"d* L/360 160"d 166"d 15'0"d* 24" L/360 160"d 166"d 150"d* L/360 14'0"d 14'6"d 13'3"d 400ST20 4­ 16" L/360 19'6"d 20'3"d 18'9"d* L/360 17'3"d 179"d 163"d 24" L/360 171"d 179"d 16'3"d* L/360 150"d 156"d 14'3"d* 600ST20 6" 161. L/360' 26'6"d 27'6"d 25'6"d* L/360 23'3"d 24'0"d 22'3"d 24" L/360 23'3"d 24'0"d 22'3"d* L/360 20'3"d 21'0"d 19'6"d* Typical Support Backing Detail i �. 6" MIN. 16 GA. MIN, HORIZONTAL GALV. METAL STUD BACKING / SUPPORT . • 3/4" PLYWOOD BACKBOARD FOR ELECTRICAL PANELS, PHONE PANELS, MILLWORK, TOILET . Z= Q FIXTURES & G-, ACCESSORIES, ETC. CO a (REFER TO PLANS FOR 0 z LOCATION. G,C. TO COORDINATE SIZE & 0 ¢ EXTENT). Z J BACK-TO-BACK DOUBLE w ED w GALV. METAL STUDS GALV METAL FLOOR SPACED PER WALL TYPE. RUNNER' ----FINISH FLOOR Wall Type Notes 1. GYPSUM WALLBOARD AND FRAMING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE W/ RECOMMENDATIONS OF: 1.1. ASTMC754 -INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD, BACKING BOARD OR WATER RESISTANT BACKING BOARD. 1.2, GA-216 - RECOMMENDED SPECIFICATIONS FOR THE APPLICATION, INSTALLATION AND FINISHING OF GYPSUM BOARD. 2.. PROVIDE DOUBLE 20 MSG GALV. STEEL STUD IN WALLS TO SUPPORT ALL WALL HUNG PLUMBING FIXTURES, AS PER SECTION 2517.5.1.1), TYPICAL 3. PROVIDE BACK-TO-BACK DOUBLE MTL. STUDS FOR ANY CABINET SUPPORT. PROVIDE HEAVY GAUGE GALV. MTL STUD HORIZONTAL BACKING SECURED TO VERT. STUD W/ MIN. OF 2 SCREWS PER STUD. F.B.C. 2517.5.1.3. 4. RECOMMENDED GALV. METAL FRAMING MANUFACTURER SHOULD INCLUDE DIETRICH AND MARINO/WARE. 3. ALL INTERIOR WALLS AND PARTITIONS SHALL BE IN COMPLIANCE WITH F.B.C. 1618.8. PERMANENT, FULL -HEIGHT INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED TO RESIST A LATERAL LIVE LOAD NOT LESS THAN 5 PSF (239 PA). 4. BRACING PER MANUFACTURER'S STUD LIMITING HEIGHT CHART RECOMMENDATIONS. PROJECT NAME �B 0 HERMAN RESIDENCE - Oo �s N ql N RESIDENTIAL 6021 SW 88th ST, o MIAMI, FL 33156 00 �o PROJECT NUMBER 21047w yLL FNw PLAN SERIES 2021- 09 - 01 0 PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED�y Q MODIFICATIONS APPLY SPB NO. N/A DATE N/A �gE 5=�W� Ow ,.. SIX w0LL PROFESSIONAL SEAL g g g o�R ARIEL VALDES, AIA www. info Com VA 0 w € AR961 h* F = j F 8; H E a RED AEG s � O Q w 0 `� . mop °a PROJECT NUMBER 21047z a� SHEET TITLE zOzO� UU �N WALL TYPES DETAILS & d� N NOTES �W SHEET NUMBER o� 301 �o _ I � - I 3 TREADS @ 11-3/8" EACH=2'-10 1 /8" A402 09 CV N "v U coco c? � N Q uj r r r 000 M j M f\ d r 101- �10 0 ON o 0 O � GROUND FLOOR ELEV: +0'-0" c 34" H. MTL. AND HANDRAIL 42" H. GLASS GUARD RAIL 34" H. MTL. AND HANDRAIL CMU WALL O 10 11 12 13 t4 15 16 17 18 DN. 3'-8" 19 20 2ND LEVEL SECOND BRIDGE FLOOR ELEV: +10'-0" Stair Floor Plan (2nd Level 0 6 SCALE: 3/8"=1'-a' 08 13 I ul► CIS SCALE: 3/8"=1 '-0" 1 Q I I �Uu V (8 SCALE:1-1/2"=1'-O" 42" H. GLASS GUARD RAIL STRUCTURAL SLAB REFER TO STRUCT. DWGS, 'PORT SYSTEM TO SLAB AS PER MANUFACTURER SPEC'S 34" H. MTL. HANDRAIL 42" H. GLASS GUARD RAIL no Stair Elevation V / SCALE: 3/8"=1 '-0" SAFETY GLAZING: AS PER F.B.C.- SECTION 1617.4.6.3 SAFETY GLAZING WILL BE PERMITTED AS AN EQUAL ALTERNATE TO PICKETS, IF TESTED BY AN ACCREDITED LABORATORY TO SATISFY THE RESISTANCE REQUIREMENTS OF THIS CODE FOR WIND, LIVE AND KINETIC ENERGY IMPACT LOADING CONDITIONS. THE KINETIC ENERGY IMPACT LOADING SHALL COMPLY WITH ANSI Z97.1-1984 USING 400 ft- Ib. (542 N-m) ENERGY IMPACT. THE SAFETY - REQUIREMENTS OF THE IMPACT TEST SHALL BE JUDGED TO HAVE BEEN SATISFACTORILY MET IF BREAKAGE DOES NOT OCCUR OR NUMEROUS CRACKS AND FISSURES OCCUR BUT NO SHEAR OR OPENING THROUGH WICH A 3-in. (76 mm) DIAMETER SPHERE MAY FREELY PASS. THE GLASS PANEL SHALL REMAIN WITHIN THE SUPPORTING FRAME. AS PER MANUFACTURER SPEC'S NOTE: GLASS RAILING WILL COMPLY WITH THE F.B.C. - SECTION 1617.4.6.3 SAFETY GLAZING WILL BE TESTED BY AN ACCREDITED LABORATORY TO SATISFY RESISTANCE REQUIREMENTS OF THE F.B.C. RAILING MANUFACTURER SHALL SUBMIT S&S ENG.SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL 1 9 Railing Detail I SCALE:3/4"=1'-0" •ee • • 0 so*• • s .... ••••• •ee• • o��eA a •e• PROVIDE BOLTED CONNECTION TO HARDWOOD CLAD STAIR TREAD W/ GLUED AND PINNED MITRED SUPPORT STAIR TREAD JOINTS OVER A RECTANGULAR HOLLOW METAL SECTION BOLTED TO SIDE WALL. REFER SECT. 2/S2.0 STRUCT. DWGS. BLOCKING AS REQ'D. FINISH (TBD) FOR WALL REINF. REFER TO STRUCT. DWG'S SHOP DRAWINGS TO BE PROVIDED FOR APPROVAL 1 n Tread Longitudinal Section 1 V SCALE:3/4"=1'-0" 1)//���� 2' 1/2" NOTE: HANDRAIL TO WITHSTAND LOAD OF 200 LBF (890 N) APPLIED AT ANY POINT, VERTICALLY, DOWNWARD OR HORIZONTALLY AS PER FBC. 1 1/2" DIA. CONTINOUS HANDRAIL ALUMINUM BRACKET @ 48" O.C. MAX RETURN HANDRAIL TO WALL 1/4"'HILTI KWICK BOLT _ (3) PER BRACKET, W/ O 2 3/4" MIN. EMBEDMENT, j 04 PROVIDE BRACKET COVER BRAKETS TO BE ANCHORED TO FRAME WITH FASTINERS TO 14 GA. GALVINIZED PLATE. BEHIND 1/2"GWB OR 5/8" TYPE' X GWB FINISH MASONRY WALL NOTE: RAILING MANUFACTURER. Handrail 15 5 SHALL SUBMIT S&S ENGINEERED SHOP DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION. Section SCALE:3"=1'-0" 12" MIN. EXTENSION @ TOP OF RUN 12" PLUS WIDTH OF (1) TREAD MIN. EXTENSION @ BOTTON OF RUN TF— � 1 1/2" DIA. CONTINUOUS ALUMINUM 4 HANDRAIL RETURN TO WALL @ TERMINATION m ... ALUMINUM BRACKET @ 48" O.C. MAX CL O P 1/4"'HILTI KWICK BOLT (3) PER BRACKET, W/ 2 3/4" MIN. EMBEDMETN, PROVIDE BRACKET COVER FRAMED PARTITION WALL NOTE: HANDRAIL SHALL WITHSTAND A LOAD OF NOT LESS THAN 200 ibf. (890 N) APPLIED AT ANY POINT, VERTICALLY, DOWNWARD, OR HORIZONTALLY. (AS PER F.B.C. 1608.2.1.). 20 Handrail Detail SCALE:3'=1'-0" 0 0 w o. w o: a z a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME HERMAN w RESIDENCE Qa No mq a3 of CU 4 RESIDENTIAL 6021 SW 88th ST, MIAMI, UZ a< _W FL 33156 �m PROJECT NUMBER $ LL �NLLi 21047° PLAN SERIES of 2021 = 09 - 01 doh PLAN MODIFICATION NOTICEF NO MODIFICATIONS APPLIEDN ❑ MODIFICATIONS APPLY «° SPB NO. N/A DATE N/A N 3gN o<2 ZN� °O, U0� 0 PROFESSIONAL SEAL ~ozo Wz� a=� ARIEL VALDES, AIA =LLW Boa 0 i comet 8 �� w � 1 o O ! o�< orb£ �F¢ zi Wr/Ny�W t y WU1i 0 O�p QED N O77 zw ']jyy! m O 2 PROJECT NUMBER 21047_% 'a Z Q N �N SHEET TITLE 0 STAIR ys F LL DETAILS W w� U �Q 2W K LL SHEET NUMBER of o� U A402 a � =a °7� general window notes 2020 FLORIDA BUILDING CODE, RESIDENTIAL,7th EDITION R310.2.5 REPLACEMENT WINDOWS. WINDOWS RETROFIT REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT REQUIREMENTS OF SECTIONS R310.1 AND R310.2.1 AND R310.2.2, PROVIDED THE REPLACEMENT WINDOW MEETS THE FOLLOWING CONDITIONS: 1. THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR EXISTING ROUGH OPENING. THE REPLACEMENT WINDOW IS THE SAME OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES FOR AN EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING WINDOW. 2. THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. GENERAL GLAZING NOTES: 1. ALL SIZES SHOWN (UNLESS OTHERWISE NOTED) ARE ROUGH OPENINGS. 2. G.C. SHALL BE RESPONSIBLE TO FIELD VERIFY ALL MASONRY AND ROUGH OPENING OPENINGS PRIOR TO FABRICATION OF ANY STOREFRONT GLAZING SYSTEM. 3. ALL TRANSPARENT GLAZING SHALL BE CLEAR. 4. ALL TRANSPARENT GLAZING SHALL BE LAMINATED %6' MIN. GLASS, MEETING CODE REQUIRED WIND PRESSURES AND IMPACT RESISTANCE. 5. ALL SPANDREL GLAZING SHALL BE LAMINATED %6' MIN. GLASS, MEETING CODE REQUIRED WIND PRESSURES AND IMPACT RESISTANCE. 6. MANUFACTURERS SHALL SUBMIT ENGINEERED CALCULATIONS OF DESIGN LOADS W/ SHOP DRAWINGS PREPARED BY FLORIDA REGISTERED PROFESSIONAL ENGINEER OR VALID DADE COUNTY NOTICE OF ACCEPTANCE LETTERS FOR ARCHITECT'S REVIEW. 7. WHERE DISSIMILAR METALS ARE USED THEY SHALL BE COATED OR SEPARATED WITH APPROVED MATERIAL TO PREVENT ELECTROLYSIS. 8. ALL GLAZING W/ FRAMES SHALL BE TESTED FOR AIR AND WATER INFILTRATION. 9. PROVIDE ALUMINUM BREAK METAL AT ALL STEEL BEAMS & COLUMNS, TYPICAL. AT INTERIOR & EXTERIOR, FINISH OF BREAK METAL TO MATCH THAT OF STOREFRONT ASSEMBLY. 10. FINISH OF ALL GLAZING ASSEMBLIES TO BE TINT AS SELECTED BY OWNER. 11. ALL DOORS AND WINDOWS SYSTEM GLAZING SHALL BE CATEGORY II SAFETY TEMPERED GLASS PER F.B.C. SECTIONS 2406 & 2411. 12. IMPACT RESISTANT DOORS AND WINDOWS SHALL BE RESISTANT AND MEET DEFLECTION & IMPACT LOAD REQUIRED AS PER LATEST EDITION OF THE F.B.C.. DOORS AND WINDOWS SHALL HAVE PRODUCT APPROVAL OR N.O.A.s. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVIEW. SEPARATE PERMIT REQUIRED. 13. GLASS IN WINDOWS ADJACENT TO TUBS/SHOWERS AND GLASS IN SHOWER AND TUB COMPARTMENT SHALL BE CATEGORY II SAFETY GLAZING PER FBC. R308.4.5. 14.. GLAZING WITHIN 60 INCHES HORIZONTALLY OF THE POOL WATER'S EDGE AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE WALKING SURFACE SHALL BE CATEGORY 11 SAFETY GLAZING PER FBC R308.4.5. NOTE: REFER TO N.O.A.s FOR ACTUAL SHOP DRAWING SPECIFICATIONS AND DETAILS FOR WINDOW AND DOOR ANCHORAGE AND CONSTRUCTION CONNECTIONS. FL # & NOA #: FIXED - FL# 37319.1 (MrGlass) MRG-400 OR APPROVED EQUAL SLIDING DOORS - FL# 19092.1 (MrGlass) MG-1000 OR APPROVED EQUAL HORIZONTAL SLIDING WINDOW - FL# 20359.1(MrGlass) MG-300 OR APPROVED EQUAL ENTRANCE DOOR - FL# 26942.1 (MrGlass) SERIES 3000 OR APPROVED EQUAL CASEMENT WINDOW - FL# 29676.1 (MrGlass) SERIES 600 OR APPROVED EQUAL AWNING - FL# 29675_R1_AE_SS (MrGlass) SERIES 600 OR APPROVED EQUAL secondary means of egress window detail : WINDOW DESIGN SHOWN IS FOR REFERENCE ONLY AND NOT DESCRIPTIVE OF ACTUAL FINAL WINDOW TYPE DESIGN SELECTION MINIMUM CLEAR OPENING WSIZE AND LOCATION LO" 0 WIDT INTERIOR FINISHED FLOOR = X "MINIMU4 ELEVATION, TYP. vQ v� F.F.P.C. (5TH EDITION) EVERY SLEEPING ROOM AND LIVING AREA SHALL HAVE ACCESS TO A PRIMARY MEANS OF ESCAPE (AS PER 33.2.2.2-NEW CONSTRUCTION, OR 33.2.2.2-EXISTING CONSTRUCTION) - PRIMARY MEAS OF ESCAPE (32.2.2.3-NEW OR 33.2.2.3-EXIST. CONSTR.) SECONDARY MEANS OF ESCAPE EXTRACT: (F.F.P.C. 32.2.2.3.1-NEW, OR 33.2.2.3.1 EXIST. CONSTR.) l . SLEEPING ROOMS AND LIVING AREAS, OTHER THAN THOSE HAVING A DOOR LEADING DIRECTLY TO THE OUTSIDE OF THE BUILDING OR AN EXTERIOR STAIRWAY WITH ACCESS TO. FINISH GROUND LEVEL, IN FACILITIES WITHOUT A SPRINKLER SYSTEM IN ACCORDANCE WITH THE APPLICABLE CODES, SHALL HAVE A SECOND MEANS OF ESCAPE CONSISTING OF ONE OF THE FOLLOWING: 2. OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, KEYS, OR SPECIAL EFFORT, THAT PROVIDES A CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.53 SQUARE METERS) WITH THE WIDTH NOT LESS THAN 20" INCHES (51 CENTIMETERS) AND THE HEIGHT NOT LESS THAN 24" INCHES (61 CENTIMETERS) AND THE BOTTOM OF THE OPENING NOT MORE THAN 44" INCHES (112 CENTIMETERS) ABOVE THE FINISHED FLOOR. NO PART OF THE OPERATING MECHANISM SHALL BE MORE THAN 54" INCHES (137 CENTIMETERS) ABOVE THE FINISHED FLOOR. SUCH MEANS OF ESCAPE SHALL BE ACCEPTABLE IF: A. THE WINDOW IS WITHIN 20' FEET (6.1 METERS) OF GRADE, OR: B. THE WINDOW IS DIRECTLY ACCESSIBLE TO FIRE DEPARTMENT RESCUE APPARATUS AS PROVIDED BY THE AUTHORITY HAVING JURISDICTION, OR: C. THE WINDOW OR DOOR OPENS DIRECTLY ONTO AN EXTERIOR BALCONY. co Ir Miami D&de County Department of Regulatory and Economic Resources - Job Copy 09220155.04 - 10/18/2022 2:48:21 PM A501-06282022.pdf window type elevations TOP OF WINDOWS ELEV: +16'-6" (VERIFY IN FIELD) TOP OF WINDOWS _ ELEV: +8'-9" (VERIFY IN FIELD) GRADE ELEV:-0'-10" (VERIFY IN FIELD) TOP OF WINDOWS ELEV: +18'4' \ (VERIFY IN FIELD) TOP OF WINDOWS / ELEV: +17'-0" lorj/ (VERIFY IN FIELD) / TOP OF WINDOWS ELEV: +9 (VERIFY IN FIELD) TOP OF WINDOWS F11 \ELEV: +T-9" \i I\ (VERIFY IN FIELD) i 1 GRADE LEVEL ELEV:-0'-10" (VERIFY IN FIELD) 00 CASEMENT ALM./GLASS (CABANA BATHROOM -FIRST LEVEL MASTER BATHROOM 2-SECOND LEVEL NORTH FACADE) I TOP OF WINDOWS (VERIFY N FIELD) / { TOP OF WINDOWS ELEV: +17'-0" (VERIFY IN FIELD) TOP OF WINDOWS ELEV: +10'-0" (VERIFY IN FIELD) TOP OF WINDOWS ELEV: +7'-8^ (VERIFY IN FIELD) 4 -5„10 (V GRADE LEVEL ELEV:-0'.10' (VERIFY IN FIELD) FIXED GLASS ALM./GLASS (LIVING, SOUTH FACADE) FIXED GLASS - ALM./GLASS (GARAGE-2, EAST FACADE) C9 0 <V 6-2" FIXED GLASS ALM./GLASS (DINING, SOUTH FACADE) 3-6" 3'-6" 3'-6" T-6 3-6" 3-6" OO10 11 12 13 FIXED GLASS- ALM./GLASS (LIVING ROOM -FIRST LEVEL AND -SECOND LEVEL NORTH FACADE) i i r� i 14 FIXED ALM./GLASS (MASTER BATHROOM 1-SECOND LEVEL NORTH FACADE) 2'-2" � 2 -I Ng- 0 Cr) C ) 16 18 FIXED GLASS - ALM./GLASS (MASTER BEDROOM-2 SECOND LEVEL, EAST FACADE) 4'-5" N c'7 i -v 17 FIXED GLASS - ALM./GLASS (THEATER, EAST FACADE) 4'-6" 3-10" 3-0" 3-0" 15'_0^ TOP OF WINDOWS ELEV:+18,_0" -- o // \\ // �\ O (VERIFY IN FIELD) TOP OF WINDOWS ELEV: +17'-0" - (VERIFY IN FIELD) Q TOP OF WINDOWS ELEV; +1 I I (VERIFY IN FIELD) TOP OF WINDOWS ELEV: +T_g --- - (VERIFY IN FIELD) (+) a` , I ch i I , I i+7 GRADE LEVE" _ ELEV:4-10"� (VERIFY IN FIELD) FIXED GLASS - ALM./GLASS AWNING - ALM./GLASS FIXED GLASS - ALM./GLASS FIXED GLASS - ALM./GLASS (COVER TERRACE, WEST FACADE) (MASTER BATHROOM-1 SECOND (MASTER BEDROOM -)SECOND (MEDITATION ROOM FIRST LEVEL, WEST FACADE) LEVEL, WEST FACADE) LEVEL, WEST FACADE) 19 20 FIXED GLASS - ALM./GLASS (COVER TERRACE, EAST FACADE) ^F LILL O n ' w a W o:. a. z .g ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME o w U. HERMAN �U. N ti Z RESIDENCE of �° �o �Z NQ RESIDENTIAL 2 6021 SW 88#h ST, MIAMI, mo FL 33156 � =8 PROJECT NUMBER & z�vwi 21047 gzo oo PLAN SERIES o= 2021 - 09 - 01 Zo PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED o" h [3 MODIFICATIONS APPLY NJs SPS NO. N/A DATE N/A °_ FN 2�O zoo �gZ ewJ 0,8 r. 80� PROFESSIONAL SEAL W=< ARIEL VALDES, AIA Rw inf archd.com LL w q� pg 380 3 caw ZZ lu 00 1 1 U 0 OF- 1 1 F a Z ARR .� E=" & w o°z _ ? mo PROJECT NUMBER OBE 21047 zoo z� SHEET TITLE w WINDOWo dW SCHEDULES y =w . aLL SHEET NUMBER H� x°S U A501 ®a U 60 a= Q N v LL P a 0 0 D a N 0 a Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A502-06282022.pdf window type elevot'I,ions ► • e+••e •00 e+e+ 'toA 0. i ►re•o ope • .. . *to go • • + oo�a • •s• ees • +•• • •+' I i TOP OF WINDOWS / ELEV: +1 T-0" (VERIFY IN FIELD) 10 �O �0 i I I I ' TOP OF WINDOWS _ ELEV: +9'-10" V� (VERIFY IN FIELD) o 0 a v` I I I GRADE LEVEL _ ELEV:-0'-10" (VERIFY IN FIELD) 40 41 42 43 FIXED GLASS- ALM./GLASS (INTERIOR SIDES LIVING -FIRST AND -SECOND LEVEL NORTH FACADE) �i I i i TOP OF WINDOWS ELEV: +17'-0" (VERIFY IN FIELD) i TOP OF WINDOWS ELEV: +10'-1" (VERIFY IN FIELD) GRADE LEVEL ELEV:-0'-10" (VERIFY IN FIELD) 10 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 4'-11" 28 29 30 31 32 33 34 35 36, 37 38 39 FIXED GLASS- ALM./GLASS (OUTSIDE COVERED TERRACE -FIRST AND -SECOND LEVEL NORTH FACADE) O 0 LU af IL LU a• z S' 0- ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME yo HERMAN RESIDENCE �o �Z �Q z3 o- xx mU_ RESIDENTIAL 6021 SW 88th ST, ow MIAMI,� a V� O FL 33156 mm PROJECT NUMBER LL 210471. W I IZD �oo w Wy Z PLAN SERIES Z W 2021 - 09 - 01 '3W0 'z� PLAN MODIFICATION NOTICE -� NO MODIFICATIONS APPLIED 8�N ❑ MODIFICATIONS APPLY N SPB NO. N/A DATE N/A N L aio �wJ F LL o0U U0Z jo ()Z= PROFESSIONAL SEAL WE an aWw W LL W ARIEL VALDES, AIA �oa inf archd.com m I w". f Uwa r OWE FLL r \0\ ! ! D OLL6 z�r(� D ! I ! U F z /V!�-M • LLWK O O Z N_ON m � i ONp ZOO PROJECT NUMBER 21047 Z7� z� a� SHEET TITLE w� a WINDOW SCHEDULES xw a� aLL F O� SHEET NUMBER Un a502 ®8 xo Qz 0� ULL O1 Fixed Window Head Det. 1 SCALE: 6" = 1'-0" O Fixed Window Sill Det. 5 SCALE: 6" = 1'-0" O2Fixed Window Jamb Det. SCALE: 6" = l'-0" V„ 2Y" 1 %" SAW CUT LINE / 1 Y8„ 2Y�„ Ix CUSTOM P.T. WOOD BUCK CUT FROM 1"x4" P.T. BUCK (2 PIECES/1"x4" BUCK) Typical 111x P.T. Wood Buck Detail O 6 SCALE: 6" = 1'-0" CY Miami Dude County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A503-06282022.pdf SILICONE ADHESIVE COMPOUND FRAME FIXED MEETI� \/GAIT \A=TIA IG RAIL LAZING (EXTERIOR) BEAD I O3Operable Mullion Detail SCALE: 6"= 1'-0" 1 /4" TAPCON: 1 1/4" MIN. C( EMBEDMENT PAINTED STUC FINISH, TYP. PROVIDE CO STUCCO DRIF STUCCO EDC MASONRY OI EXT. GRADE F CAULKING B) GLAZING SEA Head Detail O 7 SCALE: 6" = F-0" PROVIDE COS OF SEALANT N INSTALLATION SECONDARY' SEALANT WITH INSTALLATION PAINTED STUC FINISH, TYP. r • I . A — /IMTCDInDI (EXTERIOR) HEAVY DUTY MEETING RAIL NOTE: REFER TO MANUFACTURER'S N.O.A.'s OR PRODUCT APPROVAL FOR ALL WINDOW SPECIFICATIONS & DETAILS 0 Intermediate Mullion Detail 4 SCALE: 6" = 1'-0" (1) LAYER OF 1/2" GYPSUM WALLBOARD OVER P.T. WOOD FURRING STRIPS & 1" FOIL BACKED RIGID INSULATION UP FACE OF WALL, R-5 MINIMUM VALUE PROVIDE PAINT GRADE SOLID WOOD HEAD -JAMB EXTENSIONS PROVIDE PAINT GRADE MITERED PROVENCAL SOLID WOOD SIDE JAMB CASING LEGS PROVIDE PAINT GRADE SOLID WOOD STOOL WITH HORN EDGES ON EACH SIDE, PROFILE AS SELECTED BY OWNER PRECAST CONCRETE SILLS AT ALL WINDOW MASONRY OPENINGS, TYP. IMPACT RESISTANT ALUMINUt GLASS GLAZING ASSEMBLY, MECHANICALLY FASTENED P MFR'S REQUIREMENTS (INTERIOR) (1) LAYER OF 1 /2" GYPSUM WALLBOARD OVER P.T. WOOD FURRING STRIPS & 1" FOIL BACKED RIGID INSULATION UP FACE OF WALL, R-5 MINIMUM VALUE &MM-8 Ono -••E • • • .• • • • , • O u. 0 w a w a 0. 3 ISSUE/REVISION RECORD r DATE DESCRIPTION PROVIDE SHIM AS REQUIRED 1 FOR GLAZING INSTALLATIO �iE I lr�� �L ' z,�, a1 21V (EXTERIOR) O Jamb Mullion Detail 8 SCALE: 6" = 1'-0" 1 '"t wow Sill w/ 1 /2" Riser Adapter Detail 1 O SCALE:1 1 PROJECT NAME �o HERMAN �Y RESIDENCE° z _ �3 U RESIDENTIAL 6021 SW 88th ST, dw MIAMI,N FL 33156 W mm Bo PROJECT NUMBER U0 pU wyy Z�, 21047 WW PLAN SERIES Z W 2021 - 09 - 01 -31 W K PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED fto ❑ MODIFICATIONS APPLY �2io 222 SPS NO. N/A DATE N/A N 0 O�a 2 W N W � W ( W OOU U° J§ JJgqW 8N x9t PROFESSIONAL SEAL o W?4 d W ARIEL VALDES, AIA woW in o archd.corn 01 80 tF 2 z I� , Uyw S4 � .� OOw F • oLL< ♦ ,'(vV V W m W N N PROJECT NUMBER O FZ" 21047 °z . ZOO h N SHEET TITLE WINDOW DETAILS W w� w3 �w N SHEET NUMBER A503 U �a Z N W �LL door schedule : lo DOOR #LOCATION/ROOM NAME TYPE ACTION WIDTH HEIGHT PAIR THICK. LABEL DOOR FRAME HDWR. SET THRES. CORE MATERIA REMARKS EXTERIOR DOORS E01 PORCH, ENTRY, FOYER B SWING 5-6" T-10" NO 1-3/4" - S.C. WD. MTL. 1 ALUM. CE02 GARAGE- (INSIDE HOUSE) E SWING 2'-8" 6-8" NO 1-3/4" - S.C. MTL. MTL. 1 ALUM. OPENING EXISTING TO REMAIN Q03 GARAGE DOOR A OVERHEAD SECTIONAL 9'-01, T-0" NO 2" - S'C, INSULATE WD. MTL. MANUF. _ OVERHEAD SECTIONAL GARAGE DOOR WAYNE-DALTON FL#9174-R 13 OR APPROVED EQUAL EO4 BALCONY D SWING 12'-0" 6-10" YES - - GL. ALUM. ALUM. MANUF. ALUM. CE05D PATIO, TERRACE C SWING 3'-0" 6'-10" YES - - GL. ALUM. ALUM. MANUF. ALUM. E06 PATIO, OFFICE G SLIDING T-9" 6'-10" YES 1-3/4" - GL. ALUM. ALUM. MANUF. ALUM. E07 PATIO, LIVING ROOM C SLIDING 14'-0" 9'-01, YES 1-3/4" - GL. ALUM. ALUM. MANUF. ALUM. SEE N.O.A. MANUFACTURE INTERIOR DOORS 101 BATH, LAUNDRY, OFFICE, THEATER E SWING 2'-8" 6-8" NO 1-3/4" - H.C. WD. WD. 3 - - CODCORRIDOR CLOSETS H BI-FOLD 2'-4" 6-8" NO 1-3/4" - LVR. WD. WD. 6 C103 MASTER BEDROOM -1 E SWING 2'-8" 6'-8" NO 1-3/4" - H.C. WD. WD. 3 - - C104BATHROOM 4, WALK IN CLOSET-1 E SWING 2'-8" 6'-8" NO 1-3/4" - H.C. WD. WD. 3 - C105DMASTER BEDROOM 2 E SWING 2'-6" 6-8" NO 1-3/4" - H.C. WD. MTL. 6 - C106 MASTER BATHROOM E SWING 2'-6' 6'-8" NO 1-3/4" - H.C. WD. MTL. 3 - C107 A/C CLOSET F SWING 2'-0" 6'-8" NO 1-3/4" - LVR. WD. WD. 108 WALK IN CLOSET-2 J SWING 6-0" 6-8" YES 1-3/4" - S.C. WD. WD. 3 - - 109 MEDITATION ROOM J SWING 6-0" 6-8" YES 1-3/4" - S.C. WD. WD. 3 - - 0 0 E LL1. d z d a t 0 o N 0 21 8. Miami,Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM A504-06282022.pdf general door and hardware notes HARDWARE NOTES: GENERAL DOOR & HARDWARE NOTES: HDW SET: 1 HDW SET: 5 1. PROVIDE OPAQUE PRIVACY GLAZING AT BATHROOM LOCATIONS AND WHERE SELECTED BY OWNER. (1) EA. SINGLE CYLINDER (4) EA. DOUBLE ACTING SPRING HINGES (1) EA. LEVER (ENTRANCE) LOCKSET (2) EA. PUSH / PULL PLATES 2. ALL EXTERIOR DOORS, STOREFRONTS, FIXED GLASS AND WINDOW ASSEMBLIES SHALL BE IMPACT RESISTANT - BALANCE OF HARDWARE BY MFG. (2) EA. DOOR STOPS RATED, WITH CATEGORY 11 SAFETY TEMPERED GLASS, AND SHALL HAVE AN APPROVED N.O.A. IMPACT - HARDWARE TO MEET F.B.C. HVHZ CRITERIA RESISTANT LABEL TO MEET F.B.C. 2014 (HVHZ) CRITERIA REQUIREMENTS. PROVIDE APPROVAL SUBMITTALS FOR (1) EA. DOOR STOP HDW SET: 6 ARCHITECT'S REVIEW. (4) EA. HINGES HDW SET: 2 (1) EA. LEVER (PASSAGE) LOCKSET 3. G.C. TO VERIFY ALL OPENINGS PRIOR TO ORDERING AND/OR FABRICATION. FINAL IMPACT RESISTANT (4) EA. SPRING HINGES (4) EA. SILENCERS DOOR STYLE/TYPE TO BE AS SELECTED BY OWNER. (1) EA. DOUBLE CYLINDER DEADBOLT (1) EA. DOOR STOP (1) EA. LEVER (PRIVACY) LOCKSET (1) EA. AUTOMATIC DOOR LIGHT SWITCH 4. ALL DOOR STYLES, FINISH, COLOR, CASINGS, TRIMS WITHIN RESIDENCE AS SELECTED BY OWNER. (4) EA. SILENCERS (1) EA. DOOR STOP 5. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE HDW SET: 7 CLOSET. (N.F.P.A. 101-21-2.4.3) HDW SET:3 (1) EA. SLIDING DOOR (PRIVACY) PULL SET (4) EA. HINGES (1) EA. LEVER (ENTRANCE) LOCKSET 6. EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN (1) EA. LEVER (PRIVACY) LOCKSET EMERGENCY WHEN LOCKED (N.F.P.A. 101-21-2,4A) (4) EX. SILENCERS (1) EA. DOOR STOP 7. NO DOUBLE CYLINDER KEY LOCKS OR KEY OPERATED CHAIN LOCKS SHALL BE INSTALLED ON THE FRONT ENTRANCE DOOR (N.F.P.A. 101-21-2.4.6) HDW SET: 4 (4) EA. HINGES 8. ALL FINISH HARDWARE AS SELECTED BY OWNER. (1) EA. LEVER (PASSAGE) LOCKSET NOTE: (4) EA. SILENCERS 9. COORDINATE FINAL OVERALL DOOR HEIGHTS AND DOOR THRESHOLD TRACKS WITH SLAB DEPRESSION. (1) EA. DOOR STOP AND/OR FLOORING FINISHES (TYPICAL) REFER TO SHEET A5.01 AND A5.02 FOR WINDOW AND DOOR DETAILS AND NOTES, 10. PROVIDE WEATHER STRIP AROUND EACH EXTERIOR DOOR, RESISTANT TO WATER PENETRATION. 11. PROVIDE SEAL STRIP AROUND DOOR. 12. PERSONNEL DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOOD, SOLID OR HONEYCOMB CORE STEEL NOT LESS THAN 1-3/8 INCHES IN THICKNESS, OR A 20-MINUTE FIRE -RATED DOOR. IT SHALL HAVE ABBREVIATIONS AN APPROVED AUTOMATIC OR SELF -CLOSING DEVICE. 13. USE CAT. 11 SAFETY GLASS AT DOORS AND ADJACENT PANELS WITHIN 48", AND BATHROOM LOCATIONS. ALUM. _ ALUMINUM H.C. = HOLLOW CORE MTL. = METAL WD. = WOOD GL. = GLASS MANUF. — MANUFACTURER S.C. = SOLID CORE MFG. = MANUFACTURER door type elevations : 1 A'.n" OVERHEAD SECTIONAL GARAGE DOOR SOLID WOOD EXTERIOR PIVOT GLASS DOOR FL#9174-R 13 OR APPROVED EQUAL SINGLE SWING DOOR cMc D E F IMPACT RATED ONE (1) WOOD PANEL WOOD LOUVER METAL EXTERIOR SINGLE SWING DOOR SWING DOOR SINGLE SWING DOOR 6-10'' M.O. w / w w p w N = U \ V) \ G IMPACT RATED, SLIDING GLASS DOOR SEE SCHEDULE w l 11 II / 11 1 II \ LU 1-01 II II \ II 1 II / J ONE (1) WOOD PANEL DOUBLE SWING DOOR w D W 0 w w U V3 SEE SCHEDULE H WOOD LOUVER DOUBLE BIFOLD DOOR 13 note GLASS DOOR ENERGY EFFICIENCY VALUES: U-FACTOR - 0.45 SHGC - 0.30 SHGC - SOLAR HEAT GAIN COEFFICIENT NOTES: : 1. ALL EXTERIOR DOORS SHALL BE IMPACT RESISTANT RATED WITH CATEGORY II SAFETY TEMPERED GLASS PER FBC SECTION 2406 & 2411. 2. FOR EXTERIOR DOORS, PROVIDE 2" EXTRA FRAME ALLOWANCE FOR WALL WITH EXTERIOR STONE VENEER FINISH, REFER TO PLAN AND ELEVATION FOR WHICH SIDE APPLIES. 3. FOR STRUCTURAL CONNECTIONS REFER TO STRUCTURE DWGS. 4. VERIFY ALL DIMENSIONS IN FIELD. 0 LL W a w Of a to 5 a ISSUE/REVISION RECORD DATE ' DESCRIPTION PROJECT NAME w HERMAN N RESIDENCE° ZtI� NQ �3 RESIDENTIAL U� �O 6021 SW 88th ST, MIAMI, U o: W <y FL 33156 m� °9 So PROJECT NUMBER =2(�i 21047 = X�o PLAN SERIES z 2021 - 09 - 01HO q�S PLAN MODIFICATION NOTICE g NO MODIFICATIONS APPLIEDN aQa Q MODIFICATIONS APPLY N gw SPB NO. N/A DATE N/A o�° N�= W N w� OOU K� O PROFESSIONAL SEAL W ro o wZQ a=� ARIEL VALDES, AIA°d info@2]archd.com ° -4380 3 a � a V ,��/• ° M yW � LLqLL�� W WJW QYQ m O 3 ONOQ PROJECT NUMBERHR 21047 a0 a' f N SHEET TITLE'S W 4 DOOR LL2 N � SCHEDULES = n� W SHEET NUMBER 0 o� A504 so �I . • • • • p • • • • • p . 8 • m • P.T. 2X WOOD BLOCK — BOLTED TO CONC. COL. OR REINF. FILLED CELL CMU PER SECURITY SCREEN MFR., TYP. NOTE: SEE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR OVERHEAD GARAGE DOOR INSTALLATION AND FIELD VERIFY MASONRY OPENING. Overhead Garage 1 1 Door Head Detail 1 SCALE:3"=1'-0" CABLE DRUM WITH TORSION SPRING COUNTERBALANCE HORIZONTAL TRACK ASSEMBLY NEW WALL, REFER FLOOR PLAN A2.02 CONCRE-E COLUMN OR CMU WALL, EXISTING TO REMAIN. CORNER GUARD WITH (3) EXPANSION ANCHORS STUCCO FINISH ON CONCRETE COLUMN, REFER TO STRUCTURAL DWGS. EXPANSION BOLTS AS PER MANUFACTURER SPECS 27 GAUGE INTERIOR & EXTERIOR SKINS VERTICAL TRACK / i\/` %� i\✓ .........—..._._.__.._.................................................................... ASSEMBLY._...-................._----...._._......._..._.................................I ' P.T. 2X WOOD BLOCK — BOLTED TO CONC. COL. OR REINF. FILLED CELL CMU PER SECURITY 01 SCREEN MFR., TYP. STEEL JAMB DOOR GUIDE ALUMINUM GARAGE DOOR STEEL REVERSE ANGLE TRACK CONTINUOUS N O SSTEEL U. F��RFINFORCFMFNTSTRIP A LOCATED AT TOP AND BOTTOM OF EACH SECTION co 3 h 1 IiXNI r I I ii POLYURETHANE INSULATION CORE e R-17.48 MOUNT Overhead Garage 12 Door Jamb Detail SCALE: 3"= Y-0" BOTTOM BRACKET s r DUAL CONTACT EPDM RUBBER o BOTTOM SEAL d CONCRETE FLOOR SLAB, REFER t TO STRUCTURAL DWGS. Q o o _ v ac° 3 a N Overhead Garage N Door Threshhold Detail ®16 SCALE: 6" = 1'-0" Miami bade County Department of Regulatory and Economic Resources - Job Copy 09220155.04 - 10/18/2022 2:48:21 PM A505-06282022.pdf typical door frame installation details ANCHORS IN MASONRY WALLS TYPICAL HOLLOW METAL NAME ELEVATION IN DRYWALL PARTITION "T" ANCHOR: 1 2 SHIP LOOSE °. STRAP- 'N UNDER SIDE PERFORATED & CORRUGATED ¢ STRUT. ABOVE LOCATE TO SHUT WALL COURSING z Y1111111L DOOR FRAME "LABEL" SHOWN DASHED ANCHOR: aNON-REMOVABLE Oi 5 6 ADJUSTABLE R' � i i � FINISH FLOOR 1 i i 31[/1 STRAP- i L PERFORATED & CORRUGATED VARIES DOOR OPENING VARIES TYPICAL HOLLOW METAL FRAME DETAIL NOTES: ELEVATION IN MASONRY 1. METAL RUNNER DETAIL NOTES: 2. METAL STUDS 3. 18 GA. STEEL FLOOR ANCHORS CLIPS 1. PROVIDE (3) ANCHORS PER SECURED TO SLAB WITH TWO 1/4"-. JAMB FOR OPENINGS 60" IN HT. DIA.POWER DRIVEN ANCHORS. & AN ADDITIONAL ANCHOR 4. METAL RUNNER TURNED UP (MIN. 6") FOR EACH ADDITIONAL 30" OF :>-�D AND FASTENED TO STUDS WITH TYPE "S" PAN HT., OR PART THEREOF. HEAD SCREWS. 2 5. TYPICAL JAMB ANCHOR CLIP 18 GA. 2. SECURE THE FRAME TO STEEL JAMB ANCHOR WELDED TO DOOR FLR. WITH NO LESS THAN (2) FRAME. FASTENERS THRU THE FLR. FINISH 6. LOCATE JAMB ANCHOR CLIPS ABOVE ANCHOR CLIP @ THE FLOOR HINGE REINFORCEMENTS AND BELOW TOP BOT. OF EACH FRAME. REINFORCEMENT CLIPS ON STRIKE SIDE GYPSUM WALLBOARD REFER TO PLANS AND WALL TYPES 2x4 WOOD HEADER BI-FOLD DOOR AS SCHEDULED. 3 Bi-Fold Door Head Detail 1 SCALE:3"=1'-0" GYPSUM WALLBOARD REFER TO PLANS AND WALL TYPES. DOOR AS SCHEDU %" KERFED FINISHE SHIM AS REQUIRED. Bi-Fold Door Jamb Detail 1 SCALE:3"=F-0" FLOOR ANCHORS TO BE LOCATED DIRECTLY OPPOSITE THOSE ON HINGE SIDE. GYPSUM WALLBOARD REFER TO PLANS AND WALL TYPES 2" x 4" WOOD BLOCKING FASTENED TO METAL STUD @ 12" O.C. TERMINATE WOOD BLOCKING @ DOOR HEADER SHIM AS REQUIRED %" KERFED FINISHED WOOD JAMB "xl 8" FINISHED WOOD APPLIED STOP DOOR AS SCHEDULED 1 Panel Door Head Detail 1 4 SCALE: X=1'-0" .. ®o C, .. WINDOW & DOOR = = '• ' BUCK ANCHORAGE DETAIL NOTE: PROVIDE CAT. II SAFETY GLAZING AT ALL SIDING, SWINGING GLASS DOORS, SIDELIGHTS, SHOWER ENCLOSURES & 2° WITHIN 60" A.F.F. OFF TUBS & SHOWERS. MAX. lx P.T. WOOD WINDOW & DOOR BUCKS SHOT TO CONC. BLOCK OPENING WITH Y" O'TAPCON" (OR EQUAL) (2y" MIN. LNG.) @ 2" MAX. FROM EACH CORNER & 8" O.C. MAX. ALONG SIDES, TOP & SILL. USE ANCHOR SIZE & SPACING FROM \ WINDOW NOA IF IT CONTROLS. \ �< THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS INCLUDING FRENCH DOORS PROTECTED BY IMPACT/HURRICANE RESISTANT GLASS GLAZING AND/OR DOORS. DETAIL NOTES: ALL HOLLOW METAL FRAMES SHALL BE LOCATED 2" (TWO INCH) MIN. FROM ADJACENT CONSTRUCTION (PARTITIONS) TYPICAL, THROUGHOUT, UNLESS OTHERWISE INDICATED. GYPSUM WALLBOARD REFER TO PLANS AND WP " T�' X" KERFED FINK JAMB. DOOR AS. SCHI %"x]-V'FINISHI STOP. SHIM AS REQUI 2x4 WOOD BL( METAL STUD @ BLOCKING @ C Panel Door Jamb Detail 15 SCALE:3"=1'-0" GENERAL NOTES FOR ALL MARBLE THRESHOLDS: 1. MARBLE THRESHOLDS ARE TO BE ONE PIECE FOR SINGLE SWING AND PAIRS OF DOORS UNLESS OTHERWISE NOTED. 2. ALL EXPOSED EDGES ARE TO BE POLISHED UNLESS OTHERWISE NOTED, DOOR AS SCHEDULED MAXIMUM HEIGHT AT DOORS FROM FINISH. Marble Saddle Threshold Detail 2 0 SCALE: 3"= F-0" THRESHOLD ON ;BED INISH AS SCHEDULED. .O w af a a w (L z a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME yo H p HERMAN Z N z �z 4� RESIDENCE _6 wo 8z �a o� RESIDENTIAL 6021 SW 88th ST, W I MIAM19 0 ? U W FL 33156 �¢ N o g Up PROJECT NUMBER ow inNw w� 21047 �wo _ PLAN SERIES ZO 2021 -' 09 - 01 w O F�' o� PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIEDN MODIFICATIONS APPLY �ma 6 V,y N °aw moo SPB NO. N/A DATE N/A ova wN0 �z 8�U oOZ PROFESSIONAL SEAL 1 l o W=Q a=� Z. ARIEL VALDES, AIA ffl inf .com LL C2 f1. ♦ ' { ♦ OZow V Vi I- ♦ ♦ ZF 05 g== , 0 } Q O > _ amw 0 Qwz �Z N0W MW = mo w PROJECT NUMBER o 21047o SHEET TITLE DOOR DETAILS o� W �Q �W Q SHEET NUMBER o� A505 U ®u �s w_ L� a f 0 0 0 Miami ]fade County Department of Regulatory and Economic Resources - Job Copy 0922014504 - 10/18/2022 2:48:21 PM A601-06282022.pdf • . ..... •••c ... • • • o •. • • ••••• •• • ••e•� •r• r • • • • • • • • • • • • • • • • r • • • • • 0000 • • • • • • • • • • •••• • ••••• finish notes: 1, PROVIDE WATER RESISTANT GYPSUM WALLBOARD AT ALL WET PARTITIONS (PARTITIONS AROUND SHOWERS, BATHTUBS AND SINKS) 2. TILE FINISH, OR ANY OTHER CODE APPROVED NON -ABSORBENT FINISH, ON FLOORS AND WALLS ABOVE BATHTUBS AND AT SHOWERS, SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE FLOOR (R307.2 FBC 2017) 3. FLAME SPREAD AND SMOKE DENSITY (FBC 2017 R302.9) • WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD INDEX OF NOT GREATER THAN 200. • WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 4. INSULATION (FBC 2017 R302.10) • INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 5. PAINT ALL EXPOSED STUCCO, WOOD, AND DRYWALL MATERIAL (UNLESS OTHER FINISH HAS BEEN SPECIFIED). COLOR TO BE SELECTED BY OWNER AND ARCHITECT. 6. PROVIDE CERAMIC TILE FINISH FOR ALL INTERIOR AREAS, TERRACES AND BALCONIES (WEATHER RESISTANT AND NON-SLIPERY TYPE FOR EXTERIOR AREAS). GARAGE FLOOR AND WALLS TO BE EXPOSED AND PAINTED CONCRETE AND MASONRY. PROVIDE PAINTED WOOD WALL BASE FOR ALL INTERIOR AREAS, TO MATCH EXISTING, AND AS SELECTED BY OWNER. water- • • - • SHADED DENOTES EXTENT OF LAYMENT �4rEea��q\ r . 04ifA�Y�Ed\�gl4Ngi\� ip4diEdAiddd\aq\\\q\\i4q 9a�A94RR69Fl�dd\a\4\\q\�g4Rg0 dpp�i�p9i�Fd9��66aa�gQ\�ilggqi\oqy /�/�p9ajA9�eip9�d�d4agg44�ir'gg4gqq4qiy4 �✓/'�p�RdA9P�dB9��Add44igg4\�gggqqq4qyy444 //dipq�IA9l�B9�+dd4Aggg4,44q4q4\4qy\q44\y OpyieFfBB���deaA440e�gy4r�gQ4gS�404i;\Oa4 %�%j�9gipAg��6�Y�d680ati4F0�ir4paegj�Qoq:iOpae;iOoeQlb\ 4 A9�j°A9��6B%�d6d0aA4F4�g1gig9qVq0i\ip44i\o\a!b\0\y �/�/�/j°Aid'�A9i�6d9dFAdd4aggq\\4qq\qq\ggigq \4ig444y!°i\!44 �/�✓i�94i�B9rt�dd9�lrdd\yq\q\4\qqq\q\q\gig44\\\p\4!\\\\q\\\\ �%�%��9A�j099�'�6dd�e6dNi�k�9�#�Qgq�RQAi�iOoq�=Ope�i�e0el40�q\\� ri�i��io��AA9;+f�ed;"eed\,ea�aa�Q w;rrQ°4'��oogoi�o�dieeoes'\°�a�iiil 6-0". ddb�04k�i�4Q�wiq`Qg4ig4q4i0oq4=bga�ZbMq�`\ igFq�grq�'��4o4ogiyo4o4igeee:e4°\i\i\i, %�%��9��d6�'�d6dd�d\lk4a44q�q�gQ44gqqqq=go444yaeaq=\ba \;q�q4 /�ddd�r�d \gagg4q1pQq4a`4�a4i�00a=fib;\��;�\ r \gAvgq;aogol� 1,1,1,' �\ \41 • 24 1 typical shower detail: SHOWER LINER SHALL BE RECESSED AND FASTENED TO A 1x6 FURRING BACKING @ 16" O.C., AND SUPPORTED BY BACKER BOARD, AND SHALL NOT BE NAILED OR PERFORATED AT ANY POINTLESS THAN P ,r A.F.T. r` 1 x6 FURRING @ 16" O.C. NOTE: FOR BACKING DETAIL REFER TO SHEET A301 EXISTING C.M.0 WALL TO REMAIN I: SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NON ABSORBENT MATERIALS TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE COMPARTMENT OF THE DRAIN A.1.2.2 - CUT EDGES AND OPENINGS AROUND PIPES AND FIXTURES SHALL BE CAULKED FLUSH WITH WATERPROOF, FLEXIBLE SEALANT OR ADHESIVE COMPLYING WITH THE ANSI A 136.1, AMERICAN NATIONAL STANDARDS FOR ORGANIC ADHESIVES FOR INSTALLATION OF CERAMIC TILE, TYPE I OR TYPE II. THE TILE, WALL PANEL, OR OTHER SURFACING MATERIAL MANUFACTURER'S -SPECIFICATIONS SHALL BE FOLLOWED: A.1.2.3 - TILE OR WALL PANELS SHALL BE APPLIED ON MOISTURE RESISTANT PANEL "DUROCK" CEMENT BOARD, OR EQUAL, DIRECTLY BEHIND TUB TILES OR SHOWER AREAS DOWN TO THE TOP SURFACE, OR EDGE, OF THE FINISHED SHOWER FLOOR, RETURN, OR TUB, AND SHALL OVERLAP THE TOP LIP OF THE RECEPTOR, SUB -PAN, OR TUB, AND SHALL COMPLETELY COVER THE AREAS SPECIFIED IN SECTION A.1.2.3(A) THROUGH A.1.2.3(E) - (SEE FIGURE 13) a. TUBS WITHOUT SHOWERHEADS - SURFACING MATERIAL SHALL EXTEND NOT LESS THAN 6" INCHES (150 MM) ABOVE THE RIM OF THE TUB. b. SURFACING MATERIAL SHALL BE APPLIED TO THE FULL SPECIFIED HEIGHT FOR A DISTANCE OF NOT LESS THAN 4" INCHES (100 MM) BEYOND THE OUTSIDE OF THE RECEPTOR. AREAS BEYOND AN OUTSIDE CORNER ARE EXCLUDED. SHOWER LINER 0.060 EPDM MEMBRANE CONT. SHALL BE RECESSED AND FASTENED TO AN APPROVED BACKING @ 8" O.C., AND SUPPORTED BY BACKER BOARD, AND SHALL NOT BE NAILED OR PERFORATED AT ANY POINT LESS THAN 1" A.F.T. @ SHOWER FLR. AND UP PARTITION AT ALL SIDES, PROVIDE 12" MIN. OVERLAP (AS PER F.B.C.P. SEC-417.5.2) Y" MIN. DENSHIELD TILE GUARD APPROVED OR EQUAL AT ALL SURFACES OF SHOWER ENCLOSURE PROVIDE TILE FINISH AS SELECTED BY OWNER, SLOPE AWAY FROM WALL @Y"/FT. TO DRAIN PROVIDE FRAMELESS SAFETY TEMPERED CATEGORY II GLASS SHOWER ENCLOSURE, PROVIDE (2) 2"M"SOLID P.T. WOOD BACKING BEHIND GYP. BD. ON HINGE SIDE OF SHOWER ENCLOSURE PROVIDE SHOWER LINER & EXTEND 24" MIN. AWAY FROM SHOWER N CONTINOUS P.T. SL PE TO D AIN SLOPE TO DRAIN 24" WOOD BUCK AS (MI .,w, P R F.T) (MIN _'/,XPER F.T MIN. SHOWER CURB SQ FLOOR STRUCTURAL SURFACE (EXISTING) U_ 0 W . a fl. W re fL Z a ISSUE/REVISION RECORD DATE DESCRIPTION 1 10/10/2020 REV PER COMMENTS PROJECT NAME yo HERMAN_ �Z RESIDENCE Q� �0 Ng �Q of �U RESIDENTIAL 6021 SW 88th ST,01 MIAM19 FL 33156 mm PROJECT NUMBER B aLL 21047 �Nu (�tl_ U � 4 PLAN SERIES OO a O` ° 2021 - 09 - 01 PLAN MODIFICATION NOTICE �Z< a=� NO MODIFICATIONS APPLIED N�F z� 0 MODIFICATIONS APPLY <N� SPB NO. N/A DATE N/A °a �4 ° OR 0 ... UZ ;WT C PROFESSIONAL SEAL i wZF Opt ARIEL VALDES, AIA =LLG info@21 d.com y m k AA F o QW° 0� • 9°� m PROJECT NUMBER 21047 ZQ 4 SHEET TITLE OU WQ M ISCe LL N 0� �8 DETAILS it LL �FS2 SHEET NUMBER y a A601 s ®U O S2Z aN o� rr.- I z W J U a z 0 Z U N A B C D E EXISTING EXISTING EXISTING EXISTING EXISTING GRID GRID GRID ;RID GRID � f 1 CU-1 + NEMA 3R __• I CL d I WATER i L T Vvy A PANTRY f A,_5 HEATHER I + CLOSET _ �.�.. .. / \ . '' WOEeo M' enmm No-slt Rtlr 25oeoDVe M.W. r �9Y9¢Mprtn MbM]e'=NWYp.M A 1� _. i r A_ 2 A_ 2 , _.. i � f •. v. A— 38, 4 ' 25 5a/ Ft A— 23 f' LAUNDRY I GFI A-10 I I.•-r� --• I N . . i I41• • f T ,c;.. • KITCHEN •' ROOM I .-- I A� T ' } A-2 r A-2 — I : re • O T =- BATH � "•��4•.•.. GFI WP — 01, A- :. _ A-2 , 5— , I;: ; :•• . I GFI A— 2 •• I�" , , .w. •1 y •d , •• o •� .. 2 A-2 I.•, {rx — a zi — l. J A 22 EXISTING 1 t n¢v' GRID A-5 + yvA— 20GFI AHU-1 j A. i ,f. A— 5 G IC AF 3 _ I — µ 4 t i — — — — — — — — — — — — — —_ — — — — — _ _r — — — — • _i I I I i µl I:. EXISTING GRID PA-3 1 1 B-9,11 GFI Wk A-4 A—g jj �.` A-11 GFI WP MAINI SERVICE WATER I I I HEATHER _4 DISCP.(240V, NEMA 313 T AI C: 2,000 PNL."B„ d T]METER. N N � Miami, Dade County Department of Regulatory and Economic Resources - Job Copy 0922/15504 - 10/18/2022 2:48:21 PM E-1.0-06282022.pdf W PROJECT NAME RESIDENCE 13o O Z RESIDENTIAL mF Q 0 6021 SW 88th ST, 5z MIAM1, o< W " FL 33156 W }N m W � PROJECT NUMBER 0. 21047=a s W oag PLAN SERIES g° 2021 - 09 - 01 PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIEDH ❑ MODIFICATIONS APPLY�g N §U SPB NO. N/A DATE N/A 6a ZZN w0� PROFESSIONAL SEAL o� ARIEL VALDES, AIA info@21archd.com LL W Tel: (305) 323-4380 _ (786) 239-0166 ��j LL W O�= Z Faz o�F P ���� • • t►'�i, IV •�' LL R ��,, :�� �i� AR96144 W w m PROJECT NUMBER ? : STATE IF 21047o SHEET TITLE NAI.EN�`%•,,, / %%I' ELEC (POWER) 1ST FLOOR PLAN J 41 4<hh� ❑ 2 COTO CONSULTING ENGINEER,LLC SHEET NUMBER N PEDRO PABLO COTO , P.E. PE. No: 85311 CA. No: 33441 TEL : 3053162999 E� 1 0 s E-mail: pedrocoto37@gmail.com < CONSULTING ENGINEERSi H 04 — — - - EVSTING GRID W C 0 I o Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922M5504 - 10/18/2022 2:48:21 PM E-1.1-06282022.pdf e . . . • • • . • e • Goo a ®• . • e • e • • • . •... ••• n Q ® • e • • 0000 w!r•! LL 0 W a W Q: a z. g a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME €a W� 0:_ RESIDENCE 1zZ RESIDENTIAL 0 6021 SW 88th ST, MIAMI, pa W FL 33156 >W ym 00 Un S PROJECT NUMBER ° 21047 yw y p1i PLAN SERIES 2021 - 09 - 01 >=o PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED 0�y ❑ MODIFICATIONS APPLY 2� SPS NO. N/A DATE N/A 2 WW� g � pK U;� PROFESSIONAL SEAL BE€ BE a=� aww ARIEL VALDES, AIA$f 'Co W info@21archd.com LL Tel: (305) 323-4380 Z (786) 239-0166' a a UQ��m K �y.� 6w Uy� oLL amp Lo = *: �'� '• o PROJECT NUMBER=y 0 �� ' -A STATE OF .0. 21047 ':c� O R 1 N .`�, SHEET TITLE 8 O..00 ELEC (LIGHTING) o 1ST FLOOR PLAN N w W: �y COTO CONSULTING ENGINEER,LLC SHEET NUMBER 4� PEDRO PABLO COTO , P.E. PE. No: 85311 CA. No: 33441 TEL : 3053162999 E 1 1 r � ® E-mail : pedrocoto37@gmail.com a CONSULTING ENGINEERS A C D E F EXISTING qEXISTI:)I EXISTING EXISTING EXISTING EXISTING GRID GRID GRID GRID GRID I i I 1 I I EXISTING GRID F fQ N 4 y EXISTING W GRID z O J N LU z W U a Z Cr s y C 2 a N N t 0 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 09220155104 - 10/18/2022 2:48:21 PM E-2.0-06282022.pdf ELECTRICAL POWER 2ND FLOOR PLAN Scale:1 /4" = 1' • o •000 •oo•• e • 3 '� ♦. • �v 1 ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME mo w� a� RESIDENCE ° 8z m3 U RESIDENTIAL 6021 SW 88th ST9 MIAM19 FL 33156 mm U� U PROJECT NUMBER, a 21047 rS2w ��n UWw O<� PLAN SERIES �Zrc w 2021 - 09 - 01 PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED ay ❑ MODIFICATIONS APPLY o SPB NO. N/A DATE N/A 3 W az°dS m 2 N COX J N W PROFESSIONAL SEAL 0z 65a ARIEL VALDES, AIA 0. 0 �m �3W info@21 archd.com m R Tel: (305) 323-4380 (786) 239-0166 W Hi U$$mw Z �u. 8°�: W o�< o�a QLL z mN �mW as � oww� LL� AR96144 W wa m RN9 zS PROJECT NUMBER 21047 �_<U zoN SHEET TITLE mo H O$ Q u V ELEC (POWER) o 2ND FLOOR PLAi3 �W aLL SHEET NUMBER �d u E=2m0 �z Nq ®4 �Z m s F- w CL n_ w U) O s w 0 a O U w of LL O Tn h z w 2 D U O 0 H U Q Ir 1— z 0 U w s f- U w 3 O w CL w s t— O LL F- z w 2 0 U O 0 z O U LL O z O_ U 0 0 of CL w s FN�y- LL. O ILL 0 `w`^ V^^/ J w m O F- z O Q (Y O ILL Z In Z Z O U w J LL T_n s i" w w W w s J J Q a C0 0 s U Q N N O N 0 s d O U Y B EXISTING GRID I I — EXISTING GRID 2 EXISTING GRID 3 — — EXISTING GRID 4EXISTING GR@ a o_ 0 D y 0 x N 0 L t MiamiS Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM E-2.1-06282022.pdf C EXISTING GRID I D E F EXISTING EXISTING EXISTING , GRID GRID GRID I I I 000 K O LL W Q a W w a u� z 9 W ISSUE/REVISION RECORD DATE DESCRIPTION 2 PROJECT NAME r NO '2 W U <� W RESIDENCE a �¢¢a N y W U_ RESIDENTIAL 6 Il U) 6021 SW 88th STY MIAM19 o FL 33156 no So PROJECT NUMBER LL W =� z ° 21047w 0a0 O PLAN SERIES z 2021 - 09 - 01 wo w o PLAN MODIFICATION NOTICE 4 0 NO MODIFICATIONS APPLIED a W ❑ MODIFICATIONS APPLY F- oo� N � p SPB NO. N/A DATE N/A 00 � o 0 �wW W " U 01 Ib J p O � W O �o z PROFESSIONAL SEAL W90 ARIEL VALDES, AIA WLLW a8a N O info@21 archd.com ° z Tel: (305) 323-4380 g (786) 239-0166 W -u Z UAW LL z 0 80W U OLL J g 0 �ZF LL fn ♦��� A8 O 01 ••.. K w o • , E Ci/ •• F QSZ �� LL �� ��jO toAR96144 i ,j >> ro�g W In AS I �uwO W "t % PROJECT NUMBER U) 21047 V 1 Q 0SC.O n �?�''��`� •• 007,r�ONA►t � SHEET TITLE °= J Q •``,, ELEC (LIGHTING o 2ND .FLOOR PLA s COTO CONSULTING ENGINEER,LLC SHEET NUMBER o ~ r N PEDRO PABLO COTO , P.E. PE. No: 85311 8 0 N CA. No: 33441 TEL : 3053162999 Em2■ l 0 E-mail: pedrocoto37@gmail.com ®° _ CONSULTING ENGINEERS ~a 0 p I TYPE G.E. MAIN BUS 200 A. SERVICE 10. 3W PANEL "B» MAINS M.C.B. VOLTAGE 12o/24o A.I.C. 10,000 CONNEC. KVA POLE TRIP CON RE REMARKS CKT. NO. CKT. NO. REMARKS WIRE DUIT TRIP POLE CONNEC. KVA 11.00 2 60 1- 16 AHU #2 1 3 2 4 AHU #3 #6 1" 60 2 11.00 10.00 2 60 1" #6 CU #2 5 7 6 8 ICU 03 #6 1" 1 60 2 10.00 4.50 2 30 3/4" #10 WATER HEATHER 9 11 10 SPACE 12 SPACE 0.60 1 20 1/2" #12 GEN LIGHTING OFF1C/MEDI 13 14 GEN LIGHTING CORRI.BATH #12 1/2" 20 1 0.60 0.60 1 20 1/2" #12 GEN LIGHTING THEATER 15 16 GEN LIGHTING BATH #12 1/2- 20 1 0.60 0.80 1 20 1/2" #12 GARAGE 17 18 GEN LTS MASTER BATH #12 1/2-1 20 1 0.60 0.60 1 20 1/2- #12 GEN LIGHTING DEN 19 20 GEN LTS MASTER ROOM #12 1/2" 20 1 0,60 0.60 1 20 1/2" #12 GEN LIGHTING DINNING 21 22 GEN LTS HALL WAY #12 1/2" 20 1 0.60 0.50 1 .20 1/2- #12 GEN LTS. LIVING ROOM 23 24 GEN LTS WALL -IN #12 1/2- 20 1 0.40 0.50 1 20 1/2- 112 GEN LTS. BEDROOM 2 25 26 SPRINKLER #12 1/2" 20 1 1 1.00 SPACE 27 28 GARB DISPOSAL #12 1/2" 20 1 1.00 29 30 SPACE 31 32 33 34 35 36 37 38 39 40 41 42 19.50 TOTAL TOTAL 15.40 TOTAL LOAD 34,900 VA HVAC IN HEATING MODE 0 100% - - - 22,000 VA TOTAL DEMAND LOAD 33,160 VA --- 138 AMPS. LOAD CALCS.: 1st. 10KVA (100%) =-- 10,000 VA FEEDER: 3 # 3/0 CU,THW IN 2" COND. REST (407.) --- 1,160 VA TYPE G.E. P$ MAIN BUS 200 A. A>> PANEL SERVICE 10, 3w MAINS M.C.B. VOLTAGE 120/240 A.I.C. : 10,000 CONNEC. KVA POLE TRIP CONCKT. DUIT RE REMARKS N0. CKT. N0. REMARKS WIRE CON TRIP POLE CONNEC. KVA DUIT 0.90 1 20 1/2" #12 GEN RECEP. OFFICE 1 2 GEN RECEP. MEDITATION #12 1/2- 20 1 0.90 1.50 1 20 1/2" #12 GFI WP GARAGE 3 4 GEN RECEP. DEN AREA #12 1/2- 20 1 0.90 1.08 1 1 20 1/2" #12 IGEN RECEP. HALL WAY 5 6 GEN RECEP. LIVING RM #12 1/2" 1 20 1 0.72 1.50 1 1 20 1/2- #12 RECP. BATH 7 8 GFI WP EXTERIOR #12 1/2- 20 1 1.50 0.90 1 20 1/2" #12 GEN RECEP. DINING 9 10 WASHER MACHINE #12 1/2- 20 1 1.20 1.50 1 20 1/2" #12 GFI WP GARAGE 11 12 DRYER #10 3/4- 30 2 5.00 11.00 2 60 1- #6 AHU #1 13 14 16 GFI WP UTILITY #12 1/2" 20 1 1.50 15 17 18 GFI BATH #12 1/2" 20 1 1.50 10.00 2 60 1" #6 CU #1 20 SMALL APPLIANCES #12 1/2- 20 1 1.50 19 1.20 1 20 1/2" #12 REFRIGERATOR 21 22 SMALL APPLIANCES #12 1/2' 20 1 1.50 0.90 1 20 1/2" #12 GEN RECEP. 23 24 DISWASHER #12 1/2" 20 1 1.20 0.90 1 20 1/2" #12 GEN RECEP. THEATER 25 26 DISWASHER #12 1/2" 20 1 1.20 1.08 1 20 1/2- #12 GEN RECEP. BEDROOM 1 27 28 GFI WP 2ND FLOOR #12 1/2" 20 1 1.50 1.50 1 20 1/2- #12 GFI BATH BEDROOM 1 29 30 GEN RECEP. BEDROOM 2 #12 1/2- 20 1 1.08 1.00 1 20 1/2" #12 GEN RECEP.WALL-IN/HALL 31 32 GFI BATH BEDROOM 2 #12 1/2- 1 20 1 1.50 8.00 2 60 1" #6 POOL HEATHER 33 34 POOL PUMP #12 1/2" 20 2 2.00 35 36 4.50 2 30E #10 WATER HEATHER 37 38 KITCHEN #6 1" 60 2 12.00 39 40 SPACE 41 42 SPACE 37.46 TOTAL TOTAL 36.70 TOTAL LOAD : 74.160 VA HVAC IN HEATING MODE 0 100% --- 11,000 VA TOTAL DEMAND LOAD : 42,264 VA --- 176 AMPS, LOAD CALCS.: 1st. 10KVA (1007.) - - - 10,000 VA FEEDER: 3 # 3/0 CU,THW IN 2" COND. REST (407.) --- 21,264 VA Y + - HVAC LOAD BASED ON HEATING MODE ' - HVAC LOAD BASED ON HEATING MODE *• - PROVIDE AN ARC -FAULT CIRCUIT INTERRUPTER PER NEC 210-12 ** - PROVIDE AN ARC -FAULT CIRCUIT INTERRUPTER PER NEC 210-12 1 '** PROVIDE GROUNDING CONDUCTOR (4 WIRE SHALL BE PROVIDE). *** PROVIDE GROUNDING CONDUCTOR (4 WIRE SHALL BE PROVIDE). r LOAD CALCULATION PANEL"A"-----42,264 VA = 176 AMP PANEL"B"-----33,160 VA = 138 AMP 2 SETS 3 # 3/0 CU,THWN IN 2" COND. EACH SET 3 # 3/0 CU,THW #6 GRND IN 2" COND. 3 # 3/0 C ,THW #6 GRND IN 2" COND. _ MAIN SERVICE DISCON. PANEL"B" PANEL"A" SERVICE SERVICE (240V, 10, PANEL PANEL 120/240V 400 A MCB) 1 0,3W SERVICE NEMA 3R (240V, 10, (240V, 10, METER 200 A MCB 200 A MCB NEMA 3R LU NEMA 3R AIC:22.000 AlC:10.000 AIC:10.000 AT HOUSE AT HOUSE EXTERIOR I INTERIOR 2 SETS OF 3#3/0 THWN, CU. OD 3 WIRES IN 2"C. UNDERGROUND SERVICE FROM EXISTING FP&L #1/0 CU. GROUND TIED TO MCWP & TO CU. RODS 9 POLE. FIELD VERIFY/ W COORDINATE W/FP&L REP. Z METALLIC o C.W.PIPE Z 6'-0" 3/4" X 10' LONG COPPER MIN. GROUND RODS DRIVEN INTO GROUND, MIN. 6'-0" - APART. N t GROUND WIRE I: - TIED TO STRUCTURAL o STEEL IN FOUNDATION. Electrical Riser Diagram c~n 0 N Miam" Dade County Department o_£ Regulatory and Economic Resources - Job Copy 0922025504 - 10/18/2022 2:48:21 PM E-3.0-06282022.pdf GROUND WIRE 75,424 VA = 314 AMP L/V INTERSYSTEM LOW -VOLTAGE GROUNDING BLOCK #6 CU,TH'N GROU WATER PIPE M.C.W.P. TIED TO STRUCTURAL 3/4"0x10'-0"L COOPER STEEL IN FOUNDATION. CLAD GROUND RODS DRIVEN INTO GROUND NOTES: 1. ALL 125V, 15 AND 20 AMP RECEPTACLES INSTALLED SHALL BE LISTED TAMPERRESISTANT RECEPTACLES, PER NEC 406.11 2. ALL 15 AND 20 AMP, 125V AND 240V NON -LOCKING RECEPTACLES INSTALLED AT EXTERIOR SHALL BE WEATHER RESISTANT TYPE PER NEC 406.8 3. ALL OUTLETS 120-VOLT SINGLE-PHASE 15 AND 20 AMPS BRANCH CIRCUIT SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWWLLING UNIT KITCHEN, FAMILY ROOM, DINING ROOMS, LIVING ROOM, PARLORS, LIBRARY, DENS, BEDROOMS, SUNROOM, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI. 2014 NEC, SECTION 210.12. ARC -FAULT CIRCUIT INTERRUPTER PROTECTION TO BE INSTALLED. 4.NOTE: SHALL COMPLY WITH NEC 2014 ART 406.11 AS SPECIFY IN ART 210.52. FBC 2017 5TH EDITION 5.NOTE: IF PVC CONDUITS ARE IN USE, EQUIPMENT GROUND WIRES MUST BE PROVIDED WITH ALL FEEDERS. 6.NOTE: SHALL COMPLY WITH NEC 2014 ART 110.11, 110.20 AND 358.12(2) TNOTE: SHALL COMPLY WITH FBC 2017 ENERGY CONSERVATION SEC11ON CHAPTER V. 8. NOTE: ALL LUMINARIES SHALL BEAR THE LISTING NUMBERS FROM SOME NRTL. 9. PROVIDE A FED FROM LABEL TO ALL PANELBOARDS AS PER NEC 408.4(B) 10. PROVIDE AN ARC -HAZARD WARNING LABEL TO ALL PANELBOARDS PER NEC 110. 11. VOLTAGE DROP FOR FEEDERS & BRACH CIRCUIT SHALL BE SIZED NO LESS THAN FBC-E C405.6.3 12. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND TIED TO AN ARC -FAULT CURRENT PROTECTED BEDROOM RECEPTACLE CIRCUIT, IN EACH APT. UNIT. PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 15 AND 20 AMP. 125 VOLT BEDROOM BRANCH CIRCUIT RECEPTACLE OUTLETS NEC 210-12 13. LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAT 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURE SHALL BE HIGH -EFFICACY LAMPS OR NOT LESS THAT 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURE SHALL CONTAIN ONLY HIGH -EFFICACY LAMPS. 14. LIGHTING IN THE THERMAL ENVELOPE SHALL BE IC RATED AND MEETING ASTM E 283 FOR LEAKAGE LABELED AIR TIGHT AND HOUSING SHALL BE SEALED WITH A GASKET OR CAULK TO CEILING OR WALL. R402.4 ELECTRICAL NOTES 2. 3. 4. 0 .: 9 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. General A. All work performed under this contract shall comply with all national, state and local codes having jurisdiction and with, the requirements of the utility companies whose services shall be used. All modifications required by these codes shall be made by this Contractor without additional charge. B. Drawings: Refer to all drawings for coordination of the electrical work. C. Arrange and pay for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. Guarantee: The completed installation shall be fully guaranteed against defective materials and/or improper workmanship for minimum of one year for material and labor. Contractor is directed to review the building plans and specifications for limitations of constructions, identifications of materials and products, definition of workmanship. This contractor shall include his bid proposal all costs necessary for a complete and operational installation and shall visit the job site prior to a bid date. Contractor needs to establish a field liason with project supervisor, prior to commencing work. All required insurance shall be provided for protection against public liability and property damage for duration of the work. It shall not be the intent of these plans and/or specifica- tions to show every minor detail of construction. The electrical contractor shall be expected to furnish and install all items for a complete electrical system and provide all requirements necessary for equipment to be. placed in proper working order. Electrical contractor shall not scale drawings. Contractor shall refer to architectural plans and elevations for exact locations of all equipment unless otherwise noted. All conduit runs are shown diagrommacticaliy. Exact routing shall be determined in the field, unless otherwise noted. Electrical contractor shall visit the job site and verify all conditions, locations, dimensions and counts as shown and/or noted on the drawings. This shall include any and all fabrications prior to installations. As a minimum, all equipment shall meet applicable standards, for the type of equipment and intended use, of the following: a. American National Standards Institute (ASTM). b. Illuminating Engineers Society (IES). C. American Society for Testing and Materials (ASTM) d. National Electrical Manufacturer's Association (NEMA). Note: These standards are subordinate to codes, and standards set by UL. All electrical equipment, devices, wire, ect. shall be listed, for the intended use, with Underwriter laboratories, Inc. (UL), where standards have been established by UL. As -built drawings shall be furnished to the owner upon completion of work. Wiring devices to be spec. grade. Where more than one devices is indicated at any location, these shall be ganged under one common cover plate. Contractor shall coordinate with electric and telephone utility for service entrance location and any other require- ments. All connections to ground rods shall be made with UL approved welded connections, unless noted otherwise. Provide a fuse holder and fuse in the primary side of each ungrounded conductor for all ballasts. Unless noted as existing, all equipment, wiring, devices, etc. shall be new. Contractor shall guarantee all materials and workmanship free from defects for a period of not less than (1) year from date of acceptance, unless indicated of specified otherwise. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. Electrical contractor shall provide temporary service for use of all trades as required for construction. Temporary wiring to be removed by contractor. Electrical contractor shall verify requirements, exact location and type or outlet for all electrical fixtures, appliances and equipment. Shop Drawings: Coordinate requirements with architect. All wiring to have 600 volt insulation, type THWN for branch circuits and type THWN, THHN for main feeders or as specified. Design is based on copper conductor. Wire size #10 and smaller type "THHN", wire size #8 and larger type "THWN" or as specified. Wire ways shall be sized as required, per NEC, unless otherwise noted. All feeder, subfeeder and branch circuits shall be properly phase balanced. All conductors shall be in ,conduits. All conduits shall be intermediate. (IMC) or rigid galvanized steel (RGS) except that: (a) poly vinyl chloride (PVC) conduits may used in concrete slabs at underground provided elbows and riser are RGS; (b) electrical metallic tubing (EMT) may .be used in or on walls or ceilings where not subject to mechanical damage, damp conditions or corrosive conditions; (c) liquid tight flexible conduits where required; (d) flexible metallic conduit where required in dry locations. All conduit hazardous areas (per NEC) shall meet the requirements of NEC Chapter. Apply bitumostic coating to all metallic conduits in slabs or underground. Electrical contractor shall verify circuit protective device rating for equipment prior to construction. Provide fuse recommended by equipment manufacturer. Furnish and install disconnect switches and wiring for air Conditioning systems as per manufacturer recommendations. Controls are to be supplied by air'conditioning contractor. Install power and control wiring and required control components for air condition systems as shown/noted on these .drowin s and per other applicable drawings/instruc- tions see AJ9C drawings. Electrical contractor to run control wires for HVAC system as per HVAC drawings. No conduits to be run in ductwork. All electrical wiring must be in conduit (no Romex, BX, etc. is. permitted unless specific permission is obtained from owner, engineering or local inspector). • •••e• ••••too • •• 00 . .: 0 ••• Electrical Legend ::::• :::r•0 • 0.::.. 0: .** DUPLEX RECEPTACLE .n� MOUNTED 18" AFF U.O.N. .. DEDICATED DUPLEX RECEPTACLE MOUNTED 18" AFF U.O.N. QUADRUPLE RECEPTACLE MOUNTED 18" AFF U.O.N. DEDICATED QUADRUPLE RECEPTACLE MOUNTED 18' AFF U.O.N. ® FLOOR MOUNTED DUPLEX RECEPTACLE ® 220V OUTLET MOUNTED 18" AFF U.O.N. SPECIAL PURPOSE RECEPTACLE 0_ COORDINATE WITH TENANT O TELEPHONE BOX WITH 1/2" CONDUIT w EXTENDED 6" ABOVE ADJACENT CEILING. FACE PLATES JACKS AND CABLING TO a. Of BE BY TENANT a. N Z DATA BOX WITH 1/2" CONDUIT EXTENDED Q 6" ABOVE ADJACENT CEILING. FACE o_ PLATES, JACKS AND CABLING TO BE BY TENANT ISSUE/REVISION RECORD TELEPHONE AND DATA BOX WITH 1/2" D CONDUIT EXTENDED 6" ABOVE ADJACENT DATE DESCRIPTION CEILING. FACE PLATES, JACKS AND CABLING TO BE BY TENANT 0 FLOOR MOUNTED TELEPHONE RECEPTACLE FLOOR MOUNTED DATA RECEPTACLE D FLOOR MOUNTED TELEPHONE AND DATA RECEPTACLE O ELECTRIC JUNCTION BOX - VERIFY LOCATIONS AND MOUNTING HEIGHTS. OD DATA/TELEPONE JUNCTION BOX AND MOUNTING HEIGHTS. Ows ELECTRIC JUNCTION BOX MOUNTED AT 6 AFF TO FEED .WORKSTATION. PROVIDE ONE CIRCUIT FOR EVERY TWO WORKSTATIONS TENANT TO PROVIDE CONNECTION TO THEIR OFFICE FURNITURE SYSTEM OABV ELECTRIC JUNCTION BOX MOUNTED ABOVE CEILING IRM FLOOR MOUNTED ELECTRIC JUNCTION BOX VERIFY LOCATIONS F(7j D FLOOR MOUNTED DATA/TELEPONE JUNCTION BOX VERIFY LOCATIONS sDe PROJECT NAME • o SMOKE DETECTOR/CARBON MONOXIDE DETECTOR COMBO Z RESIDENCE zo (D HVAC THERMOSTAT �o Zo m FIRE ALARM HORN/STROBE �3 or © FIRE ALARM PULL STATION RESIDENTIAL © ELECTRICAL PANEL 6021 SW 88th ST, $ SINGLE POLE LIGHT SWITCH MIAM19 $3 3 WAY LIGHT SWITCH FL 53156 N= mw m w° LIGHT SWITCH WITH DIMMER PROJECT NUMBEROw D 21 047 �Zo 21 TV OUTLET spa NOTE: ALL EMERGENCY GENERATOR OR HAVE PLAN SERIES a 0Zo BATTERY BACKUP RATED FOR 90 MINUTES 2021 - 09 - 01 orW (� NOTE: ALL EXIT SIGNS GENERATOR OR HAVE LQ BATTERY BACKUP RATED FOR 90 MINUTES PLAN MODIFICATION NOTICE a NO MODIFICATIONS APPLIED NAFEMERGENCY/EXIT LIGHT COMBO ❑ MODIFICATIONS APPLYNo HAVE BATTERY BACKUP 4,26 RATED FOR 90 MINUTES SPB N0. NIA DATE N/A Sew moo SWITCH DISCONNECTE zNo EXHAUST FAN UW w Sod w Uod' '° RECEPTACLES SPACING LINEAR SCALE PROFESSIONAL SEAL o � 0». = aW WW ARIEL VALDES, AIA ��a xoW info@21archd.com = 17 (, Tel: (305) 323-4380 (786) 239-0166 z=5 2 , 8 65 <z 0 o�< NOTE 1: ��%)1 ! ,% ���% Lp ao a y N a NEW TELEPHONE/DATA OUTLETS IN NEW PARTITIONS AW7 ' E '•• -'p0A •. ••':0,�� og� o PROVIDED WITH EMPTY 1/2" CONDUIT ONLY, STUBBED@'`•• AR96144 ABOVE No 8 ,, THE CEILING. EXISTING PARTITIONS RECEIVE EMPTY ' mom � _ J-BOXES ONLY (NO CONDUIT PROVIDED). FACE PLATIFS, ayo JACKS & CABLING BY TENANT. PROJECT NUMBER�o 0% . 1 AT r of ;� 4,: 21047 NOTE 2:•, �� o IN : l'*.Odp* z a ALL ITEMS AND SYSTEMS ARE NEW EXCEPT WHERE 0 R •�N�N•`� INDICATED OTHERWISE. REFER TO THE FOLLOWING �,NS � ��� SHEET TITLE Jo NOMENCLATURE CONCERNING EXISTING ITEMS OR SYSTEMS. NN 1T RICAL ELECTRICAL o E DENOTES EXISTING TO REMAIN N DENOTES NEW tr R DENOTES EXISTING TO BE RELOCATED RISER & PANELS3 JLL a� N 6 COTO CONSULTING ENGINEER,LLC SHEET NUMBER N� PEDRO PABLO COTO , P.E. on E. No: 85311 A. No: 33441 E-3 ® a G s TEL : 3053162999 ■ o E-mail: pedrocoto37@gmail.com CONSULTING ENGINEERS AIR HANDLE UNIT SCHEDULE UNIT NO ANUFACTU EVAPORATOR AIR FLOW REFRIGERAN POWER SUPPLY (WEIGHT ED TOTAL CAPACITY SENSIBLE CAPACITY OUTDOOR BLOWER DIMENSI❑NS T PIPE SIZE VOLT HEATING CAPACITY MCA/MOP REFRIGERAN lbs) MODEL (BTU/hr) (BTU/h) UNIT FLA WXHXD LIQUID (IN) PHASE FREQUENCY (BTU) T (SEER) P❑SITI❑N CFM SP GAS (IN) (Hz) AHU-1 AMERICAN STANDARD 3/80 230 (132) 36,000 22,500 CU-1 1000 0,4 2,8 22'X51'X22 7/80 1 10 50/60 R-410A (17.0) GEAM5BO30 60 VERTICAL AHU-2 AMERICAN STANDARD 3/80 230 (132) 36,000 22,500 CU-1 1000 0,4 2,8 22'X51'X22 7/80 1 10 50/60 R-410A (16,5) GEAM5BO30 60 VERTICAL AHU-3 AMERICAN STANDARD 3/80 230 (170) 47,890 34,250 CU-1 1600 0.4 7,6 23'X61'X22 7/80 1 10 54/60 R-410A (17.0) GEAM5B060 60 VERTICAL OUTDOOR C❑NDITI❑NS 95•F DB 75•F WB IND❑❑R C❑NDITI❑NS 74•17 RELATIVE HUMIDITY = 50% CONDENSING UNIT SCHEDULE REFRIGERANT POWER YIANUFACTURE N❑MINAL PIPE SUPPLY UNIT NO D CAPACITY FLA(fan) COMPRESSOR MCA/MOP SIZE VOLT WEIGHT lbs . MODEL (BTU/hr) LRA/RLA `IQUID (IN) PHASE P❑SITI❑N GAS (IN) FREQUENCY(H z) AMERICAN 230 CU-1 STANDARD 36,000 0,77 79,0/13,6 18 /30 3/80 1 (246) 4A7A6036J1 7/80 60 VERTICAL AMERICAN 230 CU-2 STANDARD 36,000 0,77 79,0/13,6 18 /30 3/80 1 (246) 4A7A6036J1 7/80 60 VERTICAL AMERICAN 230 CU-3 STANDARD 48,000 2,8 124/18.5 26 /40 3/80 1 (272) 4A7A6049J1 7/80 60 VERTICAL 1, PR❑VIDE VIBRATI❑N IS❑LATI❑N PADS FOR C❑NDENSING UNIT M❑UNTING, 2, REFRIGERANT PIPE SHALL BE SIZED BASED ON USING LONG RADIUS. ELBOWS EXCEPT FOR SUCTI❑N LINE TRAP AT C❑NDENSING UNIT, 3, MAINTAIN ALL MANUFACTURER RECOMMENDATIONS CLEARANCES FOR AIRFLOW AND MAINTENANCE, 4, FALLOW MANUFACTURER'S RECOMMENDATION AND INSTALLATI❑N INSTRUCTI❑V WHEN SIZING REFRIGERANT LINE, 5, PR❑VIDE COASTAL L❑CATI❑N C❑RR❑SI❑N PR❑TECTI❑N ON C❑ILS AND CABINET. NOTE: DRYER AND BATHROOM EXHAUST DUCTS CAP LOCATION SHALL BE 3' AWAY FROM OPERABLE WINDOWS. NOTE: ALL BATHROOM AND DRYER EXHAUST DUCTS SHALL BE 30 GA. GALV. METAL WITHOUT INSULATION. HOOD EXHAUST DUCT SHALL BE 26 GA. GALV. METAL WITHOUT INSULATION AND W/WIRE MESH. PROVIDE A UV LIGHT IN EACH AIR HANDLING UNIT. o - N Miami&Dade County Department of Regulatory and Economic Resources - Job Copy 09220t55O4 - 10/18/2022 2:48:21 PM M-0.O-O 282022.pdf AIR DEVICE SCHEDULE TEM MANUF./CAT NO. TYPE NECK FRAME FINISH 0 - 125 CFM = 6"0 130 - 150 CFM = 6"0 160 - 275 CFM = 8"0 SEE PLANS BAK. WT. ENAMEL 280 - 390 CFM = 10"0 400 - 500 CFM = 12"0 A TITUS LINEAR BAR GRILLE LBG SEE PLANS SEE PLANS BAK. WT. ENAMEL MODEL ML-38 2-SLOT B TITUS SUPPLY GRILLE CG SEE PLANS SEE PLANS BAK. WT. ENAMEL MODEL 250CD C TITUS LINEAR BAR GRILLE LBG SEE PLANS SEE PLANS BAK. WT. ENAMEL MODEL MLR-38 2-SLOT D TITUS SUPPLY GRILLE WG SEE PLANS SEE PLANS BAK. T. ENAMEL MODEL 355 DEVICE TYPE LEGEND:DEVICE TYPE ® CG = CEILING GRILLE RCG = RETURN AIR GRILLE (EGG CRATE FACE TYPE) -/ F CFM WG = SUPPLY WALL GRILLE MOTORIZED VOLUME DAMPER ---� RWG = RETURN WALL GRILLE THERMOSTAT CD NOTES: 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING OR WALL A TYPE AS CALLED FOR BY ARCHITECT. 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. 3. AIR DEVICES SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON B PLANS WITH DIRECTIONAL ARROW(S). 4. IF NECESSARY, PROVIDE TOP HAT FOR GRILLES AND DIFFUSERS. 5. PROVIDE EQUALIZING GRID (PRICE MODEL EG.) FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM OF DUCT. PROVIDE OPPOSED BLADE DAMPER (PRICE MODEL D-57) 6. WHERE 3-WAY THROW IS NOTED, INSTALL BAFFLES IN THE NECK OF DIFFUSERS. 7. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. BATHROOM EXHAUST FAN SPECS EF-1: "NUTONE" MODEL QTXEN-50, 50 CFM AIR DELIVERY @ 1/10" SP, 115 VOLTS, 60 Hz, 0.3 AMP. CEILING MOUNTED W/B.D.D. BUILT-IN. EF-2: "NUTONE" MODEL QTXEN-100, 100 CFM AIR DELIVERY @ 1/10" SP, 115 VOLTS, .60 Hz, 0.4 AMP. CEILING MOUNTED W/B.D,D. BUILT-IN. U.C. UNDERCUT DOOR 1" A.F.F. FOR RETURN AIR. CD CONDENSATION LINE RP REFRIGERATION PIPE N OTE: USE LONG LINE APPLICATION REFRIGERANT PIPES IN DISTANCES WITH 75' OR MORE IN LENGTH AND 52' OR MORE IN HEIGHT I HVAC DESIGN SCHEDULE. HVAC DESIGN REQUIRES: YES NO REMARKS DUCT SMOKE DETECTOR(S) NO FIRE DAMPER(S) NO SMOKE DAMPER(S) NO FIRE RATED ENCLOSURE NO FIRE RATED ROOF/FLOOR CEILING ASSEMBLY NO FIRE STOPPING NO SMOKE CONTROL NO NOTE: CONDENSING UNIT SHALL BE INSTALLED @ ABOVE BASE FLOOD ELEVATION AND PER FMC 301.16 DRAWING INDEX MECHANICAL M-0.0 HVAC NOTES AND SCHEDULES M-1.0 HVAC FIRST FLOOR PLAN M-2.0 HVAC SECOND FLOOR PLAN M-3.0 HVAC ROOF PLAN M-4.0 HVAC DETAILS H.V.A.C. NOTES 1. ALL WORK SHALL BE AS PER 2017 F.B.C. 6TH EDITION AND NFPA 2. ALL HEATING AND AIR CONDITIONING DUCT WORK SHALL BE FIBERGLASS, ENDURA GOLD TYPE, AS MANUFACTURED BY OWENS-CORNING, W/BACTERIAL / FUNGAL GROWTH RESISTANCE, TYPE 800 (1.5" THICK R-6). ALL BATHROOM AND DRYER EXHAUST DUCTS SHALL BE SHALL BE MINIMUM .0157" THICK, GAGE 28. GALV. METAL WITHOUT INSULATION. HOOD EXHAUST DUCT SHALL BE 26 GA. GALV. METAL WITHOUT INSULATION AND W/WIRE MESH. PROVIDE A UV LIGHT IN EACH AIR HANDLING UNIT. 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NFPA STD. NO. 90A AND/OR 908. DUCTWORK AND MATERIALS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 5. COORDINATE LOCATIONS, SIZES & OPENINGS W/OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W/TURNING VANES AT ALL ELBOWS. SPUTTERS AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 6. ALL SUPPLY AIR AND RETURN AIR GRILLES/DIFFUSERS SHALL BE NEW, AND SHALL BE LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY COOLING -- 76 DB 90 DB - 79 WB 50% TO 60% HEATING - 72 DB 45 - DB 7. ALL TEMPERATURE CONTROLS SHALL BE DIGITAL PROGRAMMABLE THERMOSTAT MOUNTED WHERE SHOWN ON PLANS, AT 5'-0" A.F.F. 8. ALL NEW GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. 9. PROJECT ARCH. SHALL REVIEW AND APPROVE ALL DIFFUSER TYPES & FINISHES PRIOR TO PURCHASE AND INSTALLATION. 10. CONTRACTOR SHALL FIELD VERIFY/COORDINATE ALL CONDITIONS AND PARAMETERS W/OTHER TRADES INVOLVED W/THE PROJECT. 11. REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4" THICK ARMAFLEX INSULATION. 12. ALL AIR HANDLING UNITS SHALL BE INSTALLED WITH 4" CLEARANCE ALL AROUND INSIDE MECHANICAL CLOSET. 13. PLACE ALL GRILLS MIN. 12" AWAY FROM WALLS TO ACCOMMODATE FOR DRYWALL AND MOLDINGS. 14. HVAC SYSTEMS SPECIFIED ON THIS PLAN AND INSTALLED AT THE PROJECT SITE WILL NOT BE USED AND IN OPERATION. DURING WOOD FLOOR SANDING PROCESS. 15. UPON COMPLETION OF CONSTRUCTION, PRIOR TO THE DELIVERY OF THE HVAC SYSTEMS, ALL AIR HANDLING UNITS (COILS AND FAN SECTION) WILL BE CLEANED. 16. AT THE TIME OF INITIAL HVAC SYSTEM START-UP, THE FOLLOWING STEPS WILL BE FOLLOWED: A. COMPLETE HVAC SYSTEM WILL BE BALANCED AT EACH ZONE, WITHIN 5% OF SPECIFIED VALUES. B. FAN SPEED SETTING AT EACH AIR HANDLING UNIT WILL BE VERIFIED AGAINST THE TOTAL AIR FLOW AND SUPPLY AIR TEMP. AT AHU DISCHARGE. C. SUPPLY AIR TEMPERATURE READINGS WILL BE RECORDED AT AHU DISCHARGE AND AT THE REMOTEST SUPPLY AIR DIFFUSER / GRILLE. D. RETURN AIR TEMPERATURE READINGS WILL BE RECORDED AT EACH AHU ZONE. E. SUPPLY AND RETURN AIR DIFFERENTIAL IN THE RANGE OF 15 -20 DEG. WILL BE OBSERVED; OTHERWISE, FAN SPEED SETTINGS WILL BE MODIFIED INORDER TO ACHIEVE SUCH READINGS. F. SUPPLY AIR TEMPERATURE READING AT EACH AHU DISCHARGE POINT, (RECORDED BY PROBE TYPE INSTRUMENT INSERTED DIRECTLY INTO THE AIR STREAM) WILL NOT BE LOWER THAN 53 DEG. F. OR HIGHER THAN 58 DEC. F.; OTHERWISE FAN SPEED SETTINGS WILL BE CHANGED, G. ALL OF THE START-UP TESTS NOTED ABOVE WILL BE CARRIED OUT, AFTER THE SYSTEMS HAVE BEEN RUNNING FOR A PERIOD OF 24 HOURS, H. AT THE CONCLUSION OF THE START UP TESTING, ALL DUCT WORK WITHIN THE ATTIC SPACE WILL BE OBSERVED FOR SIGN OF CONDENSATION ON DUCT SURFACE, DAILY, FOR A PERIOD OF ONE WEEK. I. IN THE EVENT THAT TEMPERATURE .READINGS AND / OR AIR FLOW QUANTITIES, ARE FOUND TO DIFFER FROM THE PARAMETERS NOTED ABOVE, AND / OR CONDENSATION IS OBSERVED ON THE DUCT SURFACE WITHIN THE ATTIC SPACE, PROJECT ARCHITECT AND ENGINEER WILL BE NOTIFIED FOR FURTHER EVALUATION AND IMPLEMENTATION OF CORRECTIVE MEASURES. j ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME yo F_Z wz wZ RESIDENCE �a �Z �r RESIDENTIAL go 6021 SW 88th ST,oz MIAMI, �w ¢N FL 33156 mm 0 8 PROJECT NUMBER $LL 21047 �Nw W~. SON Z PLAN SERIES =W 2021 - 09 - 01Do �Zo PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED0y El MODIFICATIONS APPLY SPB NO. N/A DATE N/A ggy yKy.Z8 pz a �w� Z.0 w�__ • =Ww Sod.0 O >;8 w PROFESSIONAL SEAL o W a=� aWw ARIEL VALDES, AIA YEW mad w info@21 archd.com w m Tel: (305) 323-4380 z (786) 239-0166 �Q �a< �_•, QwW aa 0 UN� 4 W exFQx� Z�F C�Z k3' O C�F r L r "�'' w 2 ��•�•,,�P .� Q►0 •• COi E ••' r w0i o h .,QUO• AR96144 1 j •� : ma oyo • PROJECT NUMBER Z=� - � ='• •� �� ; STATE OF • 21047 o va ? . N OF,, ,,�i,S/ .....ON Ea t-J SHEET TITLE °Q MECHANICAL W> W NOTES & SCHEDU4 S . K LL Q 2 COTO CONSULTING ENGINEER,LLC PEDRO PABLO COTO, P.E. SHEET NUMBER ° N ES PE. No: 85311 CA. No: 33441 : 3053162999 M-0 0 R z E-mail : pedrocoto37@gmail.com E-mail: � g ®Q CONSULTING ENGINEERS I z aN Cw A EXISTING GRID I I CU-1 I — RP 1 - - EXISTING GRID 4"0 DRYER EXHAUST DUCT,TERMINATE 0 ROOF W/ROOF CAP.CAP PROTECTEI AGAINST WEATHER CONDITION.FIELD VERIFY LOCATION. ( SCREEN IS NOT ALLOWED ON DRYER EXHAUST) 2 - - EXISTING GRID 3 c EXISTING GRID 3/4"0 P CONDENSATION LINE (SLOPE J"X1') UNDER SLAB TO BE TERMINATED AT 24" DRYWELL ®BUILDING EXTERIOR,MIN. 12" AWAY FROM WALL. i EXISTING I GRID { 1 ■ r� 2 rr . O =o= cL N 0 z N 0 N T Miamio"Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM M-1.0-06282022.pdf PATIO/POOL AREA B C D E F EXISTING EXISTING EXISTING EXISTING EXISTING GRID GRID GRID GRID GRID —47 I i I I � I NOTE: CONDENSING UNIT SHALL I BE INSTALLED 0 ABOVE BASE I CU-3 CU-2 ,I I FLOOD6 ELEVATION AND PER FMC301.1 I I I J too • • • • , • - ••►• /I•I• ••• - •••I00 , • • • 060 foe RP ENCLOSURE - 4"0 4"0 BATHROOM TERRACE 50 DUCT,TERMINATEEXHAUST 0 WALL I 6"X6"CG BA H RP W/WALL CAP.CAP PROTECTED AGAINST WEATHER RP 2 CONDITION.FIELD VERIFY LOCATION. 220 - 49'0 I B I 3'X3-8"CLBG I A I RP I 100 6"X6"CG 0 I +— 8.0 3'X3—j„CLBG OFFICE r'. I REFRIGERANT 8„ _ A PIPES T II 2 r, LIVING ROOM II 0 - 3' A"CII CEILING I 3/4"0 PVCCONDENSATION LINE I ao (SLOPE Xl,) UNDER SLAB TO BE =x IICLO ET ET s RP TERMINATED AT 24" DRYWELL 0 BUILDING REFRIGERANT 00 II ! - c - RID � � — RP EXTERIOR,MIN. 12" AWAY FROM WALL. PIPES II �G A Hu— _ — _ ® r 180 RP CEILING r r 3'X3—j"CLBG r.r ---Ar> k T�� 0 --° CD CD — — CD I I , r? FULL LOUVER DOOR:t o IIPANTRY __f.-_...._ ...._ RETURN AIR OPEN I TO N CLOSET I ��,� "" EXHAUST)' 8"0 HOOD EXHAUST DUCT (400 CFM y I THE CLOSET. CLOSE (I �., �� ...� USED AS A PLENUM N0 10'' p !0) TERMINATE 0 ROOF W/ROOF CAP.CAP _I '! COMBUSTIBLE MATE IAL PROTECTED WITH CORROSION 8!I ALLOWED I -- REFRIGERANT RESISTANT SCREEN AND AGAINST _ w_ _ ! A 6' — - _ ^ xM A RP PIPES WEATHER CONDITION.FIELD VERIFY �— 150 ® CONDENSATE RP 220 6"0 L U D - —._.._._..... .,�...._...1 I .r- LOCATION.REEFER TO M-300 FOR . • HOOD DETAIL �— "`---- "'""" :""'4''0 BATHROOM EXHAUST I 3'X3—j"CL G CEILING PIPE ; 3 X3— CLBG ^— ..........._.1 DUCT,TERMINATE 0 ROOF .. A: ® . CD W/ROOF CAP.CAP PROTE TED ( '� + CEILING I _ ....... AGAINST WEATHERt' I f+ 2 a. _ CONDITION.FIELD VERIFY N' ° �, .._ ; 3;5''X3� "CLBG MEDITATION _¢ _ _ - ,� LOCATION. I x, 6„� 6„ 6, - W __�..._._.'I.I' • KITCHEN ROOM I ./ - -+- {: I 1 , BATH q EF-1 - - 1 So --� i _ CD •: ++ _.�. __I . _._ 3'X3-8"bLBG I I.CA/�l I RP -.-� �. A I RP _00 x 2'X3—j"CLBG _ r r�r r�y,�- tip.:_ �•�-.:.:-� .. _ �� " ..:w- ....-;_.:-_.- m "-- _ . �_--.� _ ____.. � ._.._. - _ = _ _ _ -AI --- — — — — — — j RP FROM ABOVE — N� \ I +n I I j I saa cane ran ;,uxc (bu _ 24"x8 � 1 I 8 x8 6,' CD FRO A CD = 11 o- CD — CD . . .......... FULL LOUVER DOOR: j l RETURN AIR OPEN INTO 1 1 A A THE CLOSET. CLOSET 220 NO „ 220 USED AS A PLENUM,( i I I 3 X3—� CLBG I COMBUSTIBLE MATERIAL 3'X3-8"CLBG ALLOWED 1 ! 1 I DIN NI 'I DEN AREA El i f ! 1 f j}{ GARAGE � GARAGE ti. I _ � PROJECT NAME �o �o RESIDENCEo �o ?3 o� KV RESIDENTIAL 6021 SW 88th ST, MIAM19 U `p FL 33156 >m m PROJECT NUMBER $ LL 21047 N PLAN SERIES°g 2021 - 09 - 01 PLAN MODIFICATION NOTICE Wow NO MODIFICATIONS APPLIED ❑ MODIFICATIONS APPLY 4No SPB NO. N/A DATE N/A o�g IJ �W� LL OW ups N p W (F .0 H LL PROFESSIONAL SEAL z adz ARIEL VALDES, AIA °a � w info@21 archd.com Tel: (305) 323-4380 (786) 239-0166 2q y LL W VN� LL j F OLL€ �xp �~F pp w rc '% aoy •�.:%�01. AR96144 w W O'ii mw 11 •. % z 5 F * PROJECT NUMBER o - Q _ 21047 Zu =o� OF P SHEET TITLE` $ �a GROUND FLOOR1 MECHANICAL • C LL NGINEER,LLC o � P.E. SHEET NUMBER U �sEV mail.com M s o • HNEERS ■ ■ _2 Ow A B i C D E F EXISTNG EXISTING EXISTING EXISTING EXISTING EXISTING GRID GRID GRID GRID GRID GRID I I I ! I I I I ^'_........—s... '„^�:: �:�m:.�•,�a•,^c.^r•. �:... �,—s:.a.::: ...,,.,..,,{...,...........,,...x^.nn.�;»::::,:,rx":m ...1".:.... ..._....._ ......_.... ..._...... a._..W.. _ ....{..... _—_ _,— _.,._ ....._,... ..___.« —._. ._.__ � _._.. ...1._.._. II ~.,.. BALCONY_ �'' - BALCONY GRID EXISTING -- I I B _ ,.. - --• E N C-LCO U R.E 6"X6"CG , 6"X6"CG -TER RAC E (- is B H 6„0 BATH . _.... _._.... _..... __..... _ _ SHOWER 4 - ' ( �` LIVING ROOM I OPEN BELOW i `` 40 6„� q ,• 6"X6" ® B 3�X3-j„CLBG A I 30 6"X6"C 6"0 130 ~ 3'X3-J"CLBG B 6"X6 CG w ALK s ` I/CLOSET ,� 4, 0 BATHROOM EXHAUST OSET 60 _® ___ 12 X8 DUCT,TERMINA7E @ ROOF ,- 'W/ROOF CAP.CAP,\PROTECTED 6" o ,. :AGAINST WEATHER �,, _ EF-1 --� - CONDITION.FIELD VERIFY�� BEDM)aE R 2 _.._. - _.__..__....- LOCATION. O C 6"0 ,.. IC (y) I i I\ 12 0 T _....._• ( _ _. 4 0 BATHROOM EXHAUST -''• --!'-�- --�-~ 4'X j"CLBG A DUCT,TERMINATE @ ROOF 1 - I ! 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( SCREEN IS OT x ALU WED DN DRYER -'_...___..............._.•...._._..� E EXI­ AON, ASTER I{-•_._� ' _ HALLWAY ' I I ROOM 1 AREA I J ~, „_ _ _ _•_ -� I ~- REFRIGERANT PIPES DOWN �. --,- �- 1ST FLOOR CEILING I i -1�' I WALK-IN 2 _.. _.•,.............~_ ...__ I 130 6"0 CLOSET B 6'X3-j"CLBG 3 X3-�' C BG REFRIGERANT 80 B PIPES „ " 80 10" .. - _ ~_... ='^=_ .-:::::::•_--::•_-_:::__-• .,r._.:.:::.:::::_w.:-::. :.>.:_... - _ :_:_- f 1ST FLO CEILING 6 X6 CG 6"X6"CG EXISTING GRID c IJ. -yam----- --SHOE— d L- — —C L VS _. _J 24") / �- —.. 12"X8" �.— EXISTING .._..__..•_.._. «_.._ GRID CONDENSATE PIPE - A DOWN TO 1ST A -.•- -- FLOOR CEILING 130 - i � C 3 'X3- " LBG '" _ I s / I 3X3-�CLBGI FULL LOUVER DOOR RETd'RN AIR OPEN INTO THE CLOSET. CLOSET USED AS A PL NU DINNING NO COMBUSTIBLE M TERj IAL I I i ALLOWED DEN AREA Ll 1 ' r I I 4 GRID EXISTING « d N N .c a - Miami,,Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM M-2.0-06282022.pdf 4" BATHROOM EXHAUST - DCT,TERM INATE 0 ROOF W ROOF CARCAP PROTECTED AGAINST WEATHER CgNDITION.FIELD VERIFY LOCATION. •• • • • • • • • •• • • • • •• • • • • • 0 0 •0 ••• goo*: • • • • • •••• • • • • •••• • ••••• • •Y• • ••'.. NNINKSIMASM ISSUE/REVISION RECORD DATE DESCRIPTION a PROJECT NAME �z KZ - RESIDENCE z o �o �Z x3 of Q�Qx WmU RESIDENTIAL 6021 SW 88th ST, cjw MIAMI, w N FL 33156 mm �a PROJECT NUMBER SLL N uj 21047� �oo Wy 2 ZK PLAN SERIES=W 2021- 09 - 01 z W >ia PLAN MODIFICATION NOTICE€� to NO MODIFICATIONS APPLIED 8LN ❑ MODIFICATIONS APPLY w-� �o SPB NO. N/A DATE N/A W �ww J V O � 0 JJJ QQGW (7 Z PROFESSIONAL SEAL �o W=< a=� nWN ARIEL VALDES, AIA s� info@21archd.com w Tel: (305) 323-4380 3m3 (786) 239-0166 W S<� �NJ w O UN ZLL O � F o W f a QwK LL�O 8 O AR96144 m o ,,, •' ��� C3 PROJECT NUMBER G ; , r. • 21047 oz� Zoe � *ira STATE OF .` SHEET TITLE 5 SECOND FLOOR MECHANICAL W �W aLL • � N F COTO CONSULTING ENGINEER,LLC °s PEDRO PABLO COTO , P.E. SHEET NUMBER N; PE. No: 85311 CA. No: 33441 TEL : 3053162999 z E-mail: pedrocoto37(nsmail.com �� 0 s � $ CONSULTING ENGINEERS ®V =o �Z �W ULL IR IG VANES WJS-jA. FASTERNERS 1 12• MAXI 8" O.C. OR 2 SEAL JOINT WITH DUCT SEALER & TAPE FAN CAGE & MOTOR BOLT, NUT & WASHER ---1 1/2" X 26 GA. METAL STRAPS FOR FLEX DUCTS ELBOW DUCT CONNECTION DETAILS. FLEXIBLE DUCT HANGER. NTS N.T.S. GFM CLOSURE FLANGE 2)r SQUARE WASHERS. 12' MAX. O.C., MIN. 2 PER SIDE. l Ox1Y4 SHEET METAL CREWS FIBROUS GLASS DUCT 22 GAUGE SHEET METAL NO 1"x3' DUCT PLENUM SHALL BE SCREW POP RIVET OR SECURE TO TOP OF THE SPOT WELD TO EQUIPMENT FLANGE DUCT CONNECTION DETAILS NTS 2 x "Do IF POSSIBLE MARK DIRECTION OF BLADE ON BOTH xx OF SQUARE BAR. ENDS AIR ROW 18 GAGE GALV. STEEL. DAMPER BLADE SPACER REQ'D. ON INSULATED DUCTS SET SCREW GALV. STEEL ROD SPUTTER DAMPER. N.T.S. TERMINATE EXH. W/RAIN CAP SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL. 12" MIN -a ROOFING 30 GAGE GALV. METAL — ROOF CONSTRUCTION SUPPLY DUCT EXH. DUCT (AS SIZED) UP SLEEVE ROOF CONSTRUCTION 1' GALV STRAP AS REQUIRED ANGLE UNDER DUCT DRYER EXHAUST SHALL BE INSTALLED PER THE REQUIREMENTS OF F.B.C. 504.6 AND 603.3, ALL EXHAUST DUCTS SHALL BE EQUIPPED WITH BACKDRAFT DAMPER AND CONSTRUCTED OF MINIMUM 30 GAGE METAL PIPE. TOTAL DRYER EXHAUST DUCT LENGTH TO AN EXTERIOR WALL CAP SHALL NOT EXCEED 25 FT. INCLUSIVE OF ALL DEDUCTIONS (2.5 FT. FOR 45 DEG. BEND, AND 5 FT. FOR EACH 90 DEG. BEND) BATHROOM/DRYER EXH. THRU ROOF DETAIL. N.T.S. v N E a` d 0 0 a N BACKDRAFT DAMPER LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN NEW) �— E)0-i. DUCT CONNECTION. CAGE MOUNTING BRACKETS COUNG TILE. `--FAN GRILLE. FLEXIBLE DUCT CONN. DETAIL EXHAUST FAN MOUNT DETAILS. RES " NTS NTS MINIMUM 3/4" INSULATED COPPER TRUNK DUCT CONDENSATE PIPING PLASTIC OR NETAL 18 GAGE GALV. SHEET BUSHINGS TEEL DAMPER BLADE: CLEANOUT(TYP.) CL' EDGES FULL HEIGHT OF MAIN I' DUCT. DOUBLE BEND 1/4'- GALV. BAR LEADING EDGE OF DRAIN PAN 1/2X' IF POSSI AMPER BLADE Y TO BRANCH DUCT )PE DRAW-THRU UNIT NARDS X X= 1/2Y GALV. STEEL ROD IR FLOW AIN Y=MIN. OF I"+ UNIT STATIC PRESSURE „ TOTAL HEIGHT = X+Y+(I-I/2"xPIPE 0) / SET SCREW - SPACER REQ'D. ON INSULATED DUCTS CONDENSATE DRAIN TRAP DETAIL. TYP. DETAIL OF 90" DUCT TAP WITH DAMPER NIS NTS BLADE. PIPE CLAMP, "B-LINE FIN. FLOOR OR ROOF ARMAFIX IPH" WITH CUSHION REFRIGERANT o BETWEEN PIPE & CLAMP. PIPING /\ SIZE TO MATCH PIPING. SUPPLY DUCT , FAN SECTION ELECTRIC HEATER o SECTION 3/4" .CD & TRAP TO AN COIL SECTION OBSERVABLE POINT FOR i� SECONDARY DRAIN SYSTEM. REF, LINES SUPPORT CHANNEL,"UNISTRUT 1-518" WIDiH SERIES FMC-307.2.4. FILTER SECTION `� 1 ✓' 3/4' CD & TRAP STEEL SUPPORTS NOTES PRIMARY DRAIN 1. ROUTING OF ALL REFRIGERANT PIPING SHALL BE PLUMB AND SHALL RUN TRUE WITH THE BUILDING ISOMODE PADS FIN. FLOOR LINES. HORIZONTAL RUNS OF SUCTION LINES OF 25' SHALL BE PITCHED 1 /2 BUBBLE TOWARD THE COMPRESSOR, FOR OIL RETURN. 2. BRAZE REFRIGERANT PIPING WITH FLOW OF DRY NITROGEN DURING BRAZING. 3. SUPPORT OF ALL PIPING AT COMPRESSORS, CONDENSERS, AND AIR HANDLING UNITS SHALL BE AS CONDENSATE DRAIN SHOWN ABOVE. SUPPORT OF PIPING IN BETWEEN THE UNITS SHALL BE WITH STRAP MATERIAL, USING ARMAFLEX INSULATION AS SADDLES. NO METAL - TO - METAL CONTACT. 4. INSULATE SUCTION LINE WITH 3/4" ARMAFLEX INSULATION FULL LENGTH. APPLY ARMAFLEX NOTE: PRESERVATIVE ON ALL INSULATION EXPOSED TO THE EXTERIOR. WHERE REFRIGERANT OR CONDENSATE PROVIDE A FLOAT SWITCH IN SECONDARY DRAIN PAN (IF USED, 22 PIPING RUNS THROUGH RETURN AIR PLENUMS, INSULATION SHALL BE FIRE RATED ARMAFLEX "AP' GA.), INTERCONNECTED W/AH START/STOP CONTROLS. FLOAT SWITCH 25/50. IS TO SHUT DOWN AHU, WHENEVER WATER LEVEL IN DRAIN PAN RAISES TO 1/2- BELOW THE RIM OF PAN. FMC-307.2.3. PROVIDE MINIMUM 4" AROUND AHU IN MECHANICAL CLOSET PER FBC CHAP.13 610.1.ABC.3.0.3 AND FMC SECT. 603.1.3. REFRIGERANT PIPING DETAIL. TYPICAL AIR HANDLING UNIT DETAIL. TS NTS FIN. CLG. DUCT HANGING DETAIL N.T.S. 21 Mia�pi D4de County Department of Regulatory and Economic Resources - Job Copy 092PO15504 - 10/18/2022 2:48:21 PM M-3.0-06282022.pdf RE ALV. STRAP TION SADDLE 1CT (TYP.) LOW VELOCITY SUPPLY—/ AIR DUCT (SEE PLAN VIEW) METAL ROUND FITTING AIR FLOW QUADRANT OPERTOR TO BE OUTSIDE INSULATION. PROVIDE INSULATION GUARD WHERE NECESSARY INSULATED FLEX. DUCT (8'-0" MAXIMUM) THERMOFIN OR EQUAL ONLY IN A NONE SPRINKLERED BLDG. PROVIDE 1" FIBERGLASS INSULATION SEALED TO NECK & PERIMETER OF DIFFUSER SEAL JOINT WITH DUCT /SEALER & TAPE DIFFUSER FLEX. DUCT / DIFFUSER CONN. DETAIL NTS PRODUCT SPECIFICATIONS I DIMENSIONS Model F'Vw38271s ' . _.................................. ................... ... __............................. _...... ,.... ,..,........ Dimension 38'WxIVHx27"D ' ( Wolght w nos ........ ..... _.... .............................._....._........... Electrical Supply 1101120 VAC, 00 it Electrical Service 15 amp dedkated draat — ..... ............__....... . _........... ...................... _........ _._...................._. C`:scharps0lmsnsfa�ts 1D"Rgund i w _ � �'n� Bottom of Hood to „ to 35„ ae• ry,N i'— 211., --'j Cocadrxtap � l ELECTRICAL _......_.._................., I a, c• 1 i i i WM, Di—giMm in IA"t,4 is 8:T M ms—(am W#K altlalwl9e aFerlra+4 $P �mtlwR aro auCl.cr�.3nm9u xil!r.rt noGCe. TTtls lritat'uea,:vas 4wu+rrteU cn^+e1�.mbar T2. 2tYC!. vmlfl'Mttin��ont M+tx'lo BnMlarW V�'WMtm'Cy'mKNm+ts.. ti e .d , d �. '• eA e a r. ... A =2"DRAJN 0U7 PW382718 6• ; �'" +• 24'0—D x 2e—L FEATURES " ' o. " 1.''. CLAY PIPE Breathe cleaner air and enjoy leas greasy residue In your Motion 4" A .. , , �• p > Make a statement with a stainless professional look or opt for lower- #' A ' P • . • pt "p , • ' • profile "hidden" ventilation 3/4' t� E ORUSHED •ROCK •� • ' y • r �7� Matches Lha saw heavy-duty atalnlasa-ah.•ul wnstrvc6on, narnf 'I • '' •' 1 .� '. fln!ahed t emmed "as. and welded seams of all Sutr7.ero. Wolf, and t + Cove produr.{s 'y t , , A , A ..��•' , ,.. • � Select from utMmal in -line, r i o rryYrota Waver opbrma (plower reau redj EXHAUST FAN MOUNT DETAILS. NTS - . Iiuminataa your cxwkirlg area vrth hN,gan lightlrtg vMh Iwo brlolttnces setlingS Rey on a heat sentry mat swomaticaey nano on the twwer or hrclveses Re speed when exhaust temperatures exoaad 200 degrees Fahrerd,sn Minimizes Me bad wa:•d flaw of cold air with bac9td,a11 trimettion Heat lampaavaflaWefor z7"dw-T models only -Wizi;not ,nckedad t #,1 D R YWELL DETAIL. N.T.S. ACCESSORIES P.ackap18si1 ......................................_..._................................ ..._._......... .............. BLOWER OPTIONS i I 300 CFM Internal Darkapiaan wl±rt Want!k,g Radre _ ____V_ • 400 CFM Internal USE ON THIS PROJECT Hwizantai Diwhwge Kit 6t7{S CFM internal Make -Up Air Damper • 800 CFM intamal k:rarcutabng Fifer .—_. _.. `V ! • 1200 CFM Irdwrsil SEAL OPENING lnkna i#laxmrs ew CFM Irdine AROUND REFRIG. I rtamal Blawa rs 1100 Cf M Irdina LANES W/ FOAM A/C COMPRESSOR OR EQUAL Remote blowers _......__.. " 000 CFM Remote PROVIDE ANCHOR BOLTS ON Pro Wan HWO Diet co ens • 8013, CFM Remote UNIT AS PER MANUFACTURER'S Ao 0. volleaamoaananaWw,oddw,.. 1200 CFM Remote RECOMMENDATION IN ORDER TO Fadeeraro-rtaaaaonmxrco.aomaaxr. COMPLY WITH FBC tcFtlRcnroly WIND LOAD RATINGS / — --- REFRIG. LINES 0 EXT. j — — IN 4' PVC SLEEVE i NOTE 1- A/C CONDENSING UNIT ANCHORAGE SHALL COMPLY WITH CURRENT WIND LOAD RATINGS AS REQUIRED BY FBC. 2- CONTRACTOR TO PROVIDE MANUFACTURER'S SHOP DRAWINGS INCLUDING WIND LOAD CALCULATIONS FROM FACTORY. C.U. MOUNTING DETAIL N.T.S. Spali'ficsaw,s sia aubj,rt!a nl,slea wi;Mrul nrxk,r. T!uaintanxrl�n w� ganmsdwt ort 9ardamba 12, 2@e- verify aPu a`rcautvu Prt'•x!0 `ram �^.9 Ya"r tatilw�Yf.,ciuwran. PROJECT NAME �o Z RESIDENCE WZ vi o� RESIDENTIAL 6021 SW 88th ST, MIAM1, °y it w FL 33156 w mm °w? U PROJECT NUMBER F NIL 21.047 _K� �Zo ww z. ~ 2 PLAN SERIES ��� o° 2021 - 09 - 01 � g � �Zo PLAN MODIFICATION NOTICE wL NO MODIFICATIONS APPLIED €g ❑ MODIFICATIONS APPLY « ow Z SPB NO. N/A DATE N/A swo 0 pzad i fN wi�K Ho _ cc w� 9°� S� 0:� FZ PROFESSIONAL SEAL Z Z UZF awes ARIEL VALDES, AIA F () a wLL�a info@2]orchd.com ° m H Tel: (305) 323-4380 9 z (786) 239-0166 5 a z qq I-Zy U In J 0 ova =LL� U Z F amy QA � gwz ,�� 0 : • • • • CO ,I� o � z .� Q�.•• NS p�. N°w ., ice+ AR96144 mod y Q 1 '4 * 0 oys ll �= PROJECT NUMBER <Zo I� �W 21047 t• � z 0��•�.; OA�� �J�.`�,, SHEET TITLE 8< sLL N MECHANICAL 0 UN DETAILS 0 � LL J el a COTO CONSULTING ENGINEER,LLC °a Z PEDRO PABLO COTO , P.E. SHEET NUMBER PE. No: 85311 00 CA. No: 33441 a TEL : 3053162999 E-mail: pedrocoto37@gmail.com M- 3 w 0 s o ®a CONSULTING ENGINEERS a Z ant LL - SHEET LEAD FLASHING MOP. IN WITH R❑❑FING MATERIAL, TURN HEAD PIPE DOWN INTO TACK, ROOFING.] VENT STACK. ROOF, C❑NSTRUCTI❑N SLEEVE ROOF C❑NSTRUCTI❑N AS NOTEi ANY VENT PIPE WITHIN 10F`-OIJIiSD, ANY DOOR, WIND❑W,❑R EXHAUST ❑PENING SHALL EXTEND DOT LESS THAN 3'-0' ABOVE SUCH, VENT THRU ROOF DETAIL NOT TO SCALE FINAL FLEE❑ THREADED C,❑. PLUG FLOOR -TYPE IUSTABLE .LAR STAINLESS STEEL COVER SCREWED TO THREADED C,O, PLUG FACE OF WALL WALL -TYPE TYPICAL CLEANOUT DETAILS NOT TO SCALE LEAD FLASHING SET ,,,,,,-ROLLED 1' DOWN INT❑ PIPE PLUMBING VENT STACK (BY OTHERS) APPLY ELASTIGUM ROOFERS CEMENT AT EDGES OF R❑❑FING MEMBRANE. FLANGE SET IN ELASTIGUM ROOFERS CEMENT - PRIME FLANGE BEFORE ST CEL❑TEX TWO-PLY STRIPPING AS SPECIFIED CEL❑TEX ROOF MEMBRANE, AS SPECIFIED NOTE, / 1, SHEET LEAD MINIMUM OF 2-112 LBS. PER SQUARE FOOT, I V,T,R,/PIPE FLASHING DETAIL I NOT TO SCALE NOTE: DRAIN PAN SHALL BE GALVANIZED. METAL HEATER NOT TO SIT DIRECTLY ON BOTTOM OF DRAIN PAN AND MUST BE ABLE TO DRAIN ALL THE WATER. CHECK VALVE GATE VALVE COLD WATER 3/4" SUPPLY' EXPANSION , TANK ELECTRIC WATER HEATER WITH 5-YEAR WARRANTY, GLASS LINED TANK, DOUBLE ELEMENT NON -CONCURRENT ENERGY EFFICIENT INSULATIC MEETING ASHRAE 90A-1980 MINIMUM INSULATION R-16 4" DEEP DRAIN PAN PLUMBING FIXTURE CONNECTION SCHEDULE FIXTURE TYPE TRAP C.W. H.W. I FLOW RATE (9PM) DESCRIPTION WATER CLOSET 3' r2 - - 1.28 GALLONS PER FLUSHING CYCLE LAVATORY 1-1/2" Y2' Y2' 1.5 BATH TUB 2" Y" Y2" 4 w/ ANTi-SCALD VALVES SHOWER 2" Y4" 3a 1.5 w/ ANii-SCALD VALVES BIDET 2" Y" Y" 2 w/ ANTi-SCALD VALVES KITCHEN SINK 2" Y" )/2" 1.5 w/ GARBAGE DISPOSAL UNIT 5.8 GALLONS PER LOAD ( 4GALLONS PER CYCLE) ( ENERGY STAR/WATER SENSE CERTIFIED) DISHWASHER 2" - - DISCHARGE INTO GARBAGE DISPOSAL UNIT THROUGH AIR BREAK OR AIR GAP BRANCH WYE FITTING ACCORDING FBC PL 802.2. SINK 1-12' Y2' Y' 1.5 WASHING MACHINE 2" Y" y2' _ 24 GALLONS PER LOAD 6 GALLONS PER CYCLE (ENERGY STAR/WATER SENSE CERTIFIED REFRIGERATOR - X - _ PROVIDE S.O.V., IN -LINE FILTER & BACKFLOW DEVICE. NOTE: ALL DRAIN PIPING UNDER SLAB SHALL BE 2" MIN, 2" & LESS 0 DRAIN 01/4' DROP, 3' & 4' AND UP 0 DRAIN 01/8" DROP # ALL FLOW RATE SHALL BE PER F.B.C. TABLE 604.4 & AMENDMENTS BY MIAMI-DADE ORD. ON CHAPTER 8-31. NOTE: WATER HEATER DRAIN/ RELIEF PIPES CONNECTIONS DISCHARGE SHALL BE PROVIDED WITH REQUIRED AIR GAP PER F.B.C. 504.7.1 3/4" HOT WATER -� SUPPLY __-ASME PRESSURE & TEMPERATURE RELIEF VALVE AP. - 3/4' REUEF LINE TO BE TERMINATED AT SERVICE SINK. MN PIPE TO BE TERMINATED WATER HEATER PAN INDIRECT DRAIN 3' ABOVE PAN . OFFSET 1'W/H DRAIN AND RELIEF ONES TO OUTSIDE ELECTRIC WATER HEATER DETAILS NOT TO SCALE 0 ® 1 iamiL-Dade County Department of Regulatory and Economic Resources - Job Copy 922015504 - 10/18/2022 2:48:21 PM -0.0-06282022.pdf AIP, REGISTER OPTION # 1: WHEN THE VALVE IS LOCATED IN A WALL AND ACCESS RECESS BOX A REMOVABLE LOUVER PANEL, SHALL BE INSTALLED FOR VENTILATION, 6" 460YE RIM ACCESS IND INSPECTION. MINIMUM. OPTION #2: THE VALVE MAY BE LOCATED ON A DOUBLE SHORT VERTICAL OFFSET BELOW AIP, ADMITTANCE THE FLOOD LEVEL RIM OF THE FIXTURE VALVE. TYPICAL BEING SERVED. OPTION #3: THE VALVE MAY BE LOCATED ON THE HORIZONTAL FIXTURE DRAIN ARM A 4" WNIMUM MINIMUM OF FOUR INCHES ABOVE THE ABOVE TRAP FIXTURE TRAP. SEAL NOTES: 1. FIXTURE AND BRANCH TERMINALS ONLY ON SAME FLOOR LEVEL 2. DO NOT REMOVE VALVE FROM PIPEWORK, SEWER GASSES CAN ENTER. 3. USE P.T.F.E. (TEFLON) TAPE OR SEALANT ON THE THREADS TO ENSURE AIRTIGHT SEAL. 4. SCREW VALVE INTO 2 INCH FEMALE ADAPTER TO CONNECT BY SOLVENT WELD TO PIPEWORK. 5. DFU (DRAIN FIXTURE UNIT) 2 INCH = 3 DFU'S. 6. MAXIMUM BRANCH FIXTURE LOAD 2 INCHES = 6 DFU'S. 7. ALL DWV SYSTEMS MUST HAVE A MAIN VENT EXTENDED TO THE OPEN AIR. 8. DO NOT INSTALL ON STACK VENTS/VENT STACKS, OR RELIEF VENTS. AIR ADMITTANCE VALVE M❑UNTING DETAIL NOT TO SCALE //AIR GAP, re R PIPING MATERIALS SCHEDULE INSULATION SERVICE SIZE MATERIAL SCHEDULE/TYPE REMARKS TYPE THICKNESS COLD WATER ALL CPVC ASTM D 2846; ASTM F 441 ASTM F 442 CSA B137.6 FG 1' SEE NOTE 2 HOT WATER ALL CPVC ASTM D 28465 ASTM F 441 FG 1' SEE NOTE 2 SANITARY ALL C.I.OR P.V.C. SERVICE WEIGHT NONE - NO HUB VENT ALL C.I.OR P.V.C. SCH. 40 NONE - SEE NOTE 1 ST BELOW GRADE ALL C.I.OR P.V.C. SERVICE WEIGHT NONE - NO HUB ST ABOVE GRADE' ALL C.I.OR P.V.C. SERVICE WEIGHT FG 1' NO HUB CONDENSATE ALL P.V.C. SCH. 40 FG 1" SEE NOTE 3 NOTES: i. WASTES AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WdTH FACTORY-APPOED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612 NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 10OF (55'C) IS 0.29 BTU X IN./H X SQ.FT. X DEC. F (0,042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT-PAPER, FIBERGLASS -REINFORCED SCRIM WiTH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURERS; A. CERTAINEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, 0.OWENS CORNING. 3. HEAT TRACE FREEZE ONE. COORDINATE WITH KITCHEN EQUIPMENT PROVIDER AND FREEZER REQUIREMENTS. WATER HAMMER ARRESTOR SCHEDULE. i INSTALLED ARRESTORS SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE. ALL SUPPLY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1' I.E. PROVIDE P.D.I. = SIZE 'C' FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I. SIZE 'B' FOR 3/4' SUPPLY AND P.D.I. SIZE A' FOR i/2' SUPPLY P.D.I. SIZE CONNECTION SIZE A (1-11 F.U.) 1/2' B (12-32 F.U.) 3/4' C (33-60 F.U.) i' # P.D.I.= PLUMBING AND DRAINAGE INSTITUTE STANDARD 0-201 VALVE TAG & SCHEDULE NOTES: 1. VALVE TAGS: STAMPED OR ENGRAVED BRASS TAG WITH 1/4 INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2 INCH NUMBERS, WITH NUMBERING SCHEME. 2. VALVE SCHEDULES: FOR EACH PIPING SYSTEM ON STANDARD SIZE BOND PAPER, TABULATE VALVE NUMBER, PiPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), NORMAL-OPEARNG POSITION (OPEN, CLOSED, MODULATING), AND VARIATIONS FOR IDENTIFICATION, MARK VALVES FOR EMERGENCY SHUTOFF AND SIMILAR SPECIAL ISSUES. A. VALVE SCHEDULE FRAMES: GLASS DISPLAY FRAME FOR REMOVABLE MOUNTING ON WALLS FOR EACH PAGE OF VALVES SCHEDULE INCLUDE MOUNTING SCREWS. B. FRAME: EXTRUDED ALUMINUM. 4SINK r-� n O �I RESIDENTIAL DISHWASHER TRAP MACHINE BRANCH TAILPIECE OR DISHWASHER TAILPIECE TO RECEIVE DISHWASHER WASTE C❑NNECTI❑N i RESIDENTIAL DISHWASHER WASTE CONNECTION, NOT TO SCALE NOTES 1. ALL WASTE PIPING JOINTS SHALL BE SOLDERED, OR SOLVENT CEMENTED SO AS TO FORM A SOLID CONNECTION PER F.B.C. 2020 7TH EDITION 405.8 CRITERIA, IF NO ACCESS IS PROVIDED FOR SUCH PIPE CONNECTIONS. 2 A WATER -HAMMER ARRESTORS SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 3. ALL STORM DRAINAGE RUN OFF FROM ROOF AND TERRACES SHALL TERMINATE AT GRASSY AREA, AND SHALL BE RETAINED WITHIN THE PROPERTY. SEE ARCHITECTURE PLAN. i 4. AL AIR ADMITTANCE VALVES LOCATION SHALL BE PER F.B.C. 2020 7TH EDITION 917.3.1. 5. SEE ARCHITECTURAL PLANS FOR ALL OCCUPANCY LOADS OF COMMON AREAS. j 6. ALL PLUMBING WATER DEVICE PROVIDE SHUTT-OFF VALVE 7. PLUMBING FIXTURES SHALL COMPLY NTH REFERENCED STANDARDS AS PER F.B.C. 7TH EDITION 2020 PLUMBING CHAPTER: 4. 8 ALL THE CIRCULATING PIPING INSULATION SHALL COMPLY BY F.B.C. 6TH EDITION 2020 SECTION 607. PLUMBING LEGEND SANITARY SEWER LINE VENT LINE CD CONDENSATE DRAINAGE CTG -- bNN❑UT TO GRADE wC❑ WALL CLEAN❑UT FD FLOOR DRAIN COLD WATER (C,W,) LINE HOT WATER (H,W,) LINE PT PRESS. & TEMP, RELIEF -vim- bRiFE VALVE �---- CHECK VALVE PRESS, & TEMP, RELIEF VALVE ----- - UNION c- HOSE BIBB VB VACUUM BREAKER VIV VALVE IN VERTICAL VTR VENT THRU R❑❑F AFF ABOVE FINISHED FLOOR FE LFF __ FIRE EXTINGUISHER ON WALL BRACKET (2A-10BC) '- FEC FIRE EXTINGUISHER IN CABINET (2A-10BC) -� FC❑ FLOOR CLEANOUT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT, PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WiTH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2020 7TH EDITION PLUMBING, AND ORDINANCES. Z ALL SANITARY PIPING 2-1/2' OR LESS SHALL HAVE A 1/4' PER FOOT SLOPE. ALL SANITARY PIPING 3' OR LONGER SHALL HAVE A 1/8' PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2' SHALL HAVE 1/4' PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING Y OR LARGER SHALL HAVE 1/8' PER FOOT MINIMUM SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITiiNGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ARE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 6. ALL WATER SUPPLY AND SANITARY ONES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES SIZING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. B. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAINAGE PIPING SHAG_ NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE SANITARY TEE IN HORIZONTAL CONNECTION, USE OF DOUBLE SANITARY TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN QU STACK CONNECTION. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 10. ALL DRAINAGE: PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF NATIONAL SANITATION FOUNDATION. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES INSTALLATION SHALL COMPLY WITH THE 6TH EDITION 2017 OF FLORIDA PLUMBING CODE, ARTICLE 603.2 CONSTRUCTED OF DUCTILE IRON PiPE (IV EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8' MINIMUM CLEARANCE. 1Z ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOiED OTHERWISE 13. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF THE BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH USE OF 45' FITTINGS. 14. ROUTE ALL PiPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 15. SLEEVE AND ARE STOW ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE U.L STANDARDS AND LOCAL CODES TO MAINTAIN RATiNGIS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS BE PLACED ON THE INTERIOR SIDE WALL THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPE 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 18. COLD AND HOT WATER PiPING SHALL BE COPPER WATER TUBE (ASTM B88) TYPE V WITH WROUGHT -COPPER (ANSI 16.22), OR CAST BRASS (ANSI Bi6.18). PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM 032) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE iEST (WITH CHLORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH ONES CLEAN AFTER COMPLETION. 19. SOIL, WASTE AND VENT PIPING SHALL BE P.Y.C.: ASTM D2665 SCHEDULE 40. FITTINGS: P.V.C. DWV, JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20. PROVIDE CL EMOUTS AT BASE OF EACH VERTICAL STACK, AT EACH C HMGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR SANITARY AND STORM PIPING. 21, PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE C OLINGS. REFER M ARCHITECTURAL DRAWINGS FOR, CEILINGS TYPES. 2Z METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5-0' FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SiTE UTILITIES. 23. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24' ABOVE FINISH GRADE/FLOOR AND PROVIDE VACUUM BREAKERS 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 25. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 26. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 27. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE 28. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTi3RS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE 29. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER SLEEVE (10 MiL) POLYETHYLENE PLASTIC SLEETING. EXTi?ND SLEETING ABOVE GRADE/SLAB. 30. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 31. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE DISCHARGE INTO SANITARY SYSTEM. 32 COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 33. ROUTE WATER LINES TiGLHT TO STRUCTURE COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHERS DISCIPLINES. 34. iF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITEC/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 35. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NO NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR, THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF NTH THE PLANS. 36. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USiNG THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BY USED IN THIS CONTRACTOR'S PROPOSAL IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TiME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 37. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TiME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WLL NOT BE CONSiDERED A JUSTTRABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 38. DO NOT PENETRATE WALL FOOTINGS NTH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 39. REFER TO PLANS FOR VENT THRU ROOF (V.T.R.) PIPES SIZES AND LOCATIONS, LOCATE V.T.R. A MIN. 10' HORIZONTAL FROM ANY BUILDING OPENING OR FRESH AIR INTAKE. EXTEND W.T.R.12" ABOVE ROOF SURFACE IF IV DISTANCE CANNOT BE ACHIEVED LOCATE V.T.R. 2' ABOVE ADJACENT TOP OF FRESH AIR INTAKE OR BUILDING OPENINGS. PROVIDE 1' FIBERGLASS INSULATION NTH ALL-SER a JACKET ON VENT PIPE INSIDE BUILDING WITHIN 6' OF Y.T.R. LOCATION. VERIFY FLASHING AND COUNTERRASHING AND COORDINATE. INST LiON WITH ROOFING CONTRACTOR. PLUMBING SYMBOL LEGEND •s• A - MEDICAL. AIR A - MEDICAL AIR AP - ALARM PANEL AV - ACID VENT AFF - ABOVE FINISH FLOOR AW - ACID WASTE ° ® • • • AW - ACID WASTE CD - CONDENSATE DRAIN ° AV - ACID VENT CDU- - CONDENSATE DRAIN UNDERGROUND BV - BALANCING VALVE CA - COMPRESSED AIR CA - COMPRESSED AIR DI - DEIONIZED WATER CB - CATCH BASIN - DOMESTIC COLD WATER CD - CONDENSATE DRAIN - - - DOMESTIC HOT WATER CDU - CONDENSATE DRAM UNDERGROUND - DOMESTIC HOT WATER RECIRCULATING CFH - CUBIC FEET PER HOUR FOR - FUEL OIL RETURN CO - CLEANOUT FOS - FUEL OIL SUPPLY CONT - CONTINUATION FOV - FUEL OIL VENT CW - DOMESTIC COLD WATER G - GAS DI - DEIONIZED WATER GL - KiTCHEN WASTE (GREASE LINE) DN - DOWN LG - LAB GAS LINE DS - DOWNSPOUT N - NITROGEN DWBP - DOMESTIC WATER BOOSTER PUMP N20 - NITROUS OXIDE OWG - DRAWING NP - NON -POTABLE WATER EEW - EMERGENCY EYE WASH 0 - OXYGEN ESH - EMERGENCY SHOWER - - RWL- - - RAIN WATER LEADER EXIST - EXISTING - - RWLO- - - RAIN WATER LEADER OVERFLOW OF - DEGREE FAHRENHEIT - SANITARY FD - FLOOR DRAIN - SANITARY VENT FC U - FAN COIL UNIT - - ST- - - STORM DRAIN FOR - FUEL OIL RETURN - - STO- - - STORM DRAIN OVERFLOW FOS - FULL OIL SUPPLY SW - SOFT COLD WATER FOV - FUEL OIL VENT VAC - VACUUM(AR) FIB - FIBERGLASS REINFORCED PIPING V - MEDICAL VACUUM FS - FLOOR SINK WO - WASTE OIL G - GAS WOV - WASTE OIL VENT CPH - GALLONS PER HOUR- - WATER METER GPM - GALLONS PER MINUTE - HOSE BIBB GR - KiTCHEN WASTE(CREASE) I - CLEAN OUT PLUG HDO - HEMODIALYSIS OUTLET 11-0 - WALL CLEANOUT HB - HOSE BIBB +y - FLOOR CLEAN OUT HW - DOMESTIC HOT WATER • - FLOOR DRAIN HWBP - DOMESTIC HOT WATER BOOSTER PUMP Cot - ROOF DRAIN OR OVERFLOW DRAIN HWR - DOMESTIC HOT WATER RECIRCULATING - CATCH BASIN IE - INVERT ELEVATION - CONNECT TO EXISTING IW - INDIRECT WASTE ® - FLOOR SINK KW - KILOWATT ----[3---- - VALVE IN VALVE BOX LEIS -POUNDS - BUTTERFLY VALVE LG - LAB GAS LINE - GATE VALVE MG - MEDICAL GAS LINE } - GATE VALVE(ANGW MGO - MEDICAL GAS OUTLET Cod - GLOBE VALVE MGV - MEDICAL GAS VALVE BOX OR --A vF- - BALANCING VALVE MH -]MANHOLE �9 I - CHECK VALVE(SWING) N - NITROGEN --Df4-- - PRESSURE REDUCING VALVE N20 - NITROUS OXIDE - SOLENOID OPERATED VALVE NC - NORMALLY CLOSED--- - RELIEF OR SAFETY VALVE NIC - NOT IN CONTRACT - VALVE ON RISER NCP - NITROGEN CONTROL PANEL - GAS COCK ON RISER NHC - NO -HUB COUPLING - GAS COCK NO - NORMALLY OPEN - BALANCING COCK NP - NON -POTABLE WATER DTo- - GAS PRESSURE REGULATOR NTS - NOT TO SCALE D - BUSHING 0 - OXYGEN [ - CAP OD - OUTSIDE DIAMETER OR OVERFLOW DRAIN n - CONNECTION, TOP PRV - PRESSURE REDUCING VALVE - CONNECTION, BOTTOM PSI - POUNDS PER SQUARE INCH - CROSS PVC - POLYVINYL CHLORIDE PIPE - DIRECTION OF FLOW RO - REVERSE OSMOSIS y+- - ELBOW, 9(F RD - ROOF DRAIN I - ELBOW, & RP - RECIRCULATING PUMP O - ELBOW, TURNED UP RPBP - REDUCED PRESSURE BACKFLOW PREVFMER GI - ELBOW, TURNED DOWN RWL - RAIN WATER LEADER - LATERAL RWLO - RAIN WATER LEADER OVERFLOW - REDUCER, CONCENTRIC ie 0 LL LU w a U.1 X a Z a ISSUE/REVISION RECORD DATE DESCRIPTION SAN - SANITARY - REDUCER, ECCENTRIC STRAIGHT INVERT PROJECT NAME o SF - SQUARE FEET - REDUCER, ECCENTRIC STRAIGHT CROWN € z SH - SHEET _TEE cc _ ST - STORM DRAIN C1 - TEE. TURNED.UP STO -STORM DRAIN OVERFLOW 8 - TEE, TURNED DOWN RESIDENCE SW - SOFT COLD WATER-�BP9e-�-}- - REDUCED PRESSURE BACKFLOW o V - VENT OR MEDICAL VACUUM PREVEMER WITH STRAINER VC - VACUUM CLEANING 3 VEL - VELOCITY o WTR- WATER VENT THRU ROOF RESIDENTIAL WH - WATER HEATER WHA -WATER HAMMER ARRESTERAP TYPE OF RISEIL UERY 6021 SW 88th ST, � m ZMIAMI �o NUMBER DESIGNATION <124ZV RISER PIPING SrMS) w C N FLOOR PANEL IS LDCATm F L 33156 °wcc ALARM PANEL RiSER NUMBER DESIGNATION o A- PROJECT NUMBER «� 4uu - SERVICE PIPING 21047 0:f�o uU uu ta a OUTUET 1. MEDICL GAS SE NOM ON Fes+ SHEET PLAN SERIES �8 VALVE BOX, SEE PLANS FOR FOR QUANTITY OF OUTLELS s o QUANTITY OF VALVES REQWRm. AND VACUUM SLIDES REWIRED. 2021 - 09 - 01 o NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. PLAN MODIFICATION NOTICE Tw aQ¢ NO MODIFICATIONS APPLIEDy ❑ MODIFICATIONS APPLY <N0 N SPB NO. N/A DATE N/A w �.y °° 4 I? z jE LL V�a boo w �€o �F1z PROFESSIONAL SEAL = O w=a on aW� ARIEL VALDES, AIAS� info@21 archd.com ° n Tel: (305) 323-4380 � Z �l (786) 239-0166 rc Uyy LL w O LL o� fill,,, 0 too,�, «mw wNw 0. ��� q E •., p ., oo w m ooz �: i+ AR96144 0 85411 • w � � PROJECT NUMBER • o•. 5r,, rI= OF 21047z mp .. AL SHEET TITLEoff LL H PLUMBING F_ NOTES w� H COTO CONSULTING ENGINEER,LLC s z PEDRO PABLO COTO , P.E. SHEET NUMBER PE. No: 85311 CA. No: 33441 TE 0162999 a E-mailil : pedrocoto37@gmail.com -� P0 0 s Z� o CONSULTING ENGINEERS ®Q x o GROUND••- `\ L PLUMBING MiamiDade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM P-1.0-06282022.pdf D EXISTING GRID II E EXISTING GRID I F EXISTING GRID ( 1 PLUMBING KEY 01 2"SANITARY STACK WITH 2"VENT LINE UP TO CEILING FIELD COORDINATE EXACT LOCATION. Q 3"SANQ"/FT./B.F.F. FIELD COORDINATE EXACT LOCATION. Q 2"SANG"/FT./B.F.F . FIELD COORDINATE EXACT LOCATION. ® 2"VENT LINE AT CEILING. FIELD COORDINATE EXACT LOCATION. .3"SANITARY STACK FROM ABOVE . FIELD COORDINATE EXACT LOCATION. © 4"SANW/FT./B.F.F. FIELD COORDINATE EXACT LOCATION. 2"SANITARY WITH 2"A.A.V. FIELD COORDINATE EXACT LOCATION. ® TWO WAY CLEANOUT . FIELD COORDINATE EXACT LOCATION. ® 3"VENT LINE UP TO SECOND FLOOR . FIELD COORDINATE EXACT LOCATION. 100 4"SANS"/FT./B.F.F FIELD COORDINATE EXACT LOCATION. 11 4"SANS"/FT./B.G. FIELD COORDINATE EXACT LOCATION. REFER TO SITE PLAN FOR CONTINUATION 3"SANITARY STACK WITH 3"VENT LINE UP TO CEILING FIELD COORDINATE EXACT LOCATION. © 1"SAN0j"/FT./B.F.F. ( WATER HEATER RELIEF PIPE ENDING 6" A.F.F) FIELD COORDINATE EXACT LOCATION. ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME 0 Z W� RESIDENCE , No K U RESIDENTIAL 6021 SW 88th ST, g MIAMI, FL 331569 PROJECT NUMBER 21041 oe oQ� PLAN SERIES 1= 2021 - 09 - 01 z °a PLAN MODIFICATION NOTICE �g � W NO MODIFICATIONS APPLIED €zy ❑ MODIFICATIONS APPLY g u °d r7i SPB NO. N/A DATE N/A OB- �ww LL 000°V F ° � J PROFESSIONAL SEAL .. _Z awl ARIEL VALDES, AIA H. info@21archd.com Tel:(305) 323-4380 ° (786) 239-0166 s 'Zo � J LL W V y TY°�Jg ° �. E aC)o � 8 AR96144 Z * . .. w " PROJECT NUMBER OR o `•. STr OF .' 21047 oz o� �. ONAL SHEET TITLE r�% PLUMBING (S/S) W GROUNDS FLOOR wl �W COTO CONSULTING ENGINEER,LLC PEDRO PABLO COTO P.E. SHEET NUMBER o N w , PE. No: 85311 121 CA. No: 33441 TEL : 3053162999 E-mail P- 1 s : pedrocoto37@gmail.com No CONSULTING ENGINEERS = a �Z �N s A EXISTING GRID I 1 — — EXISTING GRID EXISTING GRID 3 — — EXWS NG GRID g LL G Z z 0 C9 z a a W F- pD !n O 9 w 0 o 4 — — -- w EXISTING U GRID a a 0 0 N 0 a iami-Dade County Department of Regulatory and Economic Resources - Job Copy 922015*04 - 10/18/2022 2:48:21 PM -1.1-06282022.pdf B EXISTING GRID PATIO/POOL AREA C EXISTING GRID D EXISTING GRID I E EXISTING GRID I F EXISTING GRID I I rnol\iC:XA/ AV PLUMBING KEY U1 1-1/2"C.W. LINE BELOW GRADE. SEE SITE PLAN FOR CONTINUATION. FIELD COORDINATE EXACT LOCATION. O 1-1/2"C.W. LINE UP @ CEILING LEVEL. FIELD COORDINATE EXACT LOCATION. �3 1-1/2"C.W. LINE UP TO CEILING LEVEL. FIELD COORDINATE EXACT LOCATION. ® 1 "C.W. LINE UP @ CEILING LEVEL. FIELD COORDINATE EXACT LOCATION. 0 1"C.W./3/4"H.W. LINES AT CEILING. FIELD COORDINATE EXACT LOCATION. © 3/4"C.W./3/4"H.W. LINES AT CEILING. FIELD COORDINATE EXACT LOCATION. 1/2"C.W./1/2"H.W. LINES UP TO TUB ABOVE. FIELD COORDINATE EXACT LOCATION. ® 1/2"CW/1/2".H.W UP TO LAVATORY ABOVE. FIELD COORDINATE EXACT LOCATION. Q 3/4"C.W./H.W. LINES DOWN TO SHOWER, FIELD COORDINATE EXACT LOCATION. 10 y"C.W./H.W LINE DOWN TO LAVATORY . FIELD COORDINATE EXACT LOCATION. 11 Y"C.W. LINE (9 WALL TO WATER CLOSE . FIELD COORDINATE EXACT LOCATION. ® 1 /2"C.W./H.W. LINES DOWN TO WASHER MACHINE. FIELD COORDINATE EXACT LOCATION. 0 Y"C.W./H.W. LINES ® CEILING . FIELD COORDINATE EXACT LOCATION. ® 1/2"C.W. HOSE BIBB WITH S.O.V. AND VACUUM BREAKER. FIELD COORDINATE EXACT LOCATION. 1/2"C.W./ LINE ® WALL. FIELD COORDINATE EXACT LOCATION. Q Y"C.W. LINE DOWN WITH S.O.V. FILTER AND BACKFLOW DEVICE TO REFRIGERATOR. FIELD COORDINATE EXACT LOCATION © 3/4"C.W./3/4 H.W LINE. DOWN TO SINK . FIELD COORDINATE EXACT LOCATION. 1"C.W./1H.W LINE @ CEILING . FIELD COORDINATE EXACT LOCATION. ® 1/2"C.W./H.W LINE ® WALL . FIELD COORDINATE EXACT LOCATION. Q( 1/2"H.W LINE @ WALL . FIELD COORDINATE EXACT LOCATION. © 1/2"C.W./H.W. LINES IN 2" PVC SLEEVE B.F.F. FIELD ,COORDINATE EXACT LOCATION, 1/2"C.W LINE @ CEILING . FIELD COORDINATE EXACT LOCATION. Y"C.W. LINE UP TO WATER CLOSE ABOVE . FIELD COORDINATE EXACT LOCATION. 1 /2"C.W./H.W. LINES DOWN TO WASHER MACHINE. FIELD COORDINATE EXACT LOCATION. Q ELECTRIC TANK WATER HEATER BY AOSMITH MODEL: ENLB-50 50 GALLONS EF-0.937., 4.5 KW, 240V, 10.FIELD COORDINATE EXACT LOCATION. 50"X23" (HXD) ® SHUT OFF VALVE. FIELD COORDINATE EXACT LOCATION. 3/4"C.W./H.W. LINES UP TO SHOWER. FIELD COORDINATE EXACT LOCATION. N . • 0 0 w d a W a N Z g a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME �o z �z RESIDENCE Z: zo iiz �y 3 O~ WU RESIDENTIAL 6021 SW 88th ST9 MIAMI$ FL 33156 mm PROJECT NUMBER y�W m 21047_ WW N PLAN SERIES �S 2021 - 09 - 010 �=o PLAN MODIFICATION NOTICE W JW aWJ NO MODIFICATIONS APPLIED 44Q N ❑ MODIFICATIONS APPLY Imo SPB NO. N/A DATE N/A W W W �=g =�o g�= �ww �pU V�K y U r PROFESSIONAL SEAL L_° rho � `z 'oar a 0 w W ARIEL VALDES, AIA 5E wow wow info@21archd.com ° W W Tel:(305) 323-4380 (786) 239-0166�U s r ti U VSSf J ZF' W VUN� zg OQ 0 O�Z W 1 ,�11111 A L����i %% ?...• �•, og o Ns,•. �Q%��� AR96144 �W �� n '••O �j° f so --� PROJECT NUMBER 1 - 21047 - ST T OF •� ��` I,.0 Z� O Ft\OP'�����, SHEET TITLE s,•,<• PLUMBING (D/ o� FLOORS W� GROUND 4E COTO CONSULTING ENGINEER,LLC °sz PEDRO PABLOCOTO, P.E. SHEET NUMBER Nw PE. No: 85311 8 CA. No: 33441 TEL : 3053162999 a z E -mail: pedrocoto37@gmail.com P- ■ P- o $ CONSULTING ENGINEERS o s A B F EXISTING EXISTING *EXISTING *EXISTING *EXISTING EXISTING GRID GRID GRID I I I EXISTING GRID jGRI NG D EXISTING GRID 0 4 _ y EXISTING GRID W U d Z N WC O M 0 U r'1 o Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM P-2.b-06282022.pdf E PLUMBING KEY �1 3"VENT LINE UP TO FROM BELOW UP TO ROOF. FIELD COORDINATE EXACT LOCATION. OO 2"SANITARY STACK WITH 2"VENT LINE UP TO CEILING FIELD COORDINATE EXACT LOCATION, O 3"SANS"/FT./B.F.F. (® FIRST FLOOR CEILING) FIELD COORDINATE EXACT LOCATION. ® 2"SANG"/FT./B.F.F ( @ FIRST FLOOR CEILINC) . FIELD COORDINATE EXACT LOCATION. O 2"VENT LINE AT CEILING. FIELD COORDINATE EXACT LOCATION. © 3-SANITARY STACK DOWN TO FLOOR BELOW . FIELD COORDINATE EXACT LOCATION. • • .. • e • • e % • • • • • r • e • • s • • e • • • • • • • ••er a •••s• • ••• O LL d a W g a ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME �o �g w az �i RESIDENCE z 0o No :�Z NN a3 s a� RESIDENTIAL 0 6021 SW 88th ST, ORI MIAMI, 0 ¢ U� . as ¢N FL 33156 m m U0 �V PROJECT NUMBER W 6 1i 21047 'NW _ z H � �9W oaa PLAN SERIES 8' 2021 - 09 - 01 ow _ ° . o PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED € ❑ MODIFICATIONS APPLY Q N � z SPB NO. N/A DATE N/A coo 6za Z.0 � � z =w J LL p U O a ZZJ�j O W VO� PROFESSIONAL SEAL O W=< a=� ARIEL VALDES, AIA nWw aow info@21archd.com ° Tel: (305) 323-4380 z (786) 239-0166 a ¢ aa�d V y OLL� GZ U�o ,kill Its 4 oNo pa OOwa •%0 "0, i AR96144 85 11 m � • aw J1 �� PROJECT NUMBER ��_ •�� �. , QA�F zo ,,,za SHEET TITLE8. PLUMBING (S/S) SECOND FLOOR N - �w �LL a� COTO CONSULTING ENGINEER,LLC F, z PEDRO PABLO COTO , P.E. SHEET NUMBER y PE. No: 85311 8 CA. No: 33441 TEL : 3053162999 E-mail: pedrocotoVagmail.com � 0 o CONSULTING ENGINEERS ®a $ ., 0 U W oil A B E F EXISTING EXISTING *EXISTING *EXISTING EXISTING EXISTING GRD GRID GRID GRID 1 — - EXISTING GRID jGRI — — NG DD 3 - — EXISTING GRID 4 — — EXISTING GRID CD a 0 0 0 x N 0 N Miam36 Dade County Department of Regulatory and Economic Resources - Job Copy 0922Ch5504 - 10/18/2022 2:48:21 PM P-2.1-06282022.pdf SECOND FLOOR PLUMBING PLAN (WATER) Scale:1 /4" = 1 ' sees Inn 0 9 e A see • e ••c •••• •e••• eea PLUMBING KEY Ol 1 /2"CW/1 /2".H.W UP TO LAVATORY FROM BELOW. FIELD COORDINATE EXACT LOCATION. OO Y"C.W. LINE UP TO WATER CLOSE FROM BELOW . FIELD COORDINATE EXACT LOCATION. r3 1/2"C.W./1/2"H.W. LINES UP TO TUB FROM BELOW. FIELD COORDINATE EXACT LOCATION. ® 3/4"C.W./3/4"H.W. LINES UP TO SHOWER FROM BELOW. FIELD COORDINATE EXACT LOCATION. O ILL a W Or a W a 0 z ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME •,o W HZ 9 W Wh K Z RESIDENCE nz zo Qo tl/ O Z �U RESIDENTIAL 6021 SW 88th STY z MIAMI, 00 FL 33156 mm 00 w� PROJECT NUMBER a LL 21047 yNLLj h wzm OZa PLAN SERIES=W 2021 - 09 - 01 o �=o PLAN MODIFICATION NOTICE aka NO MODIFICATIONS APPLIED 0�' ❑ MODIFICATIONS APPLY w m °` �y0 SPB NO. N/A DATE N/A 0 iSQn rc �Wz LL ow -0 U-0C �O N Oiw PLL PROFESSIONAL SEAL �z6 wza a=, gow ARIEL VALDES, AIA 'LLW ow info@21 archd.com ° W Tel:(305) 323-4380zS (786) 239-0166 2, 0 �U aaaF = z U to J LL W U N O _ a Z 'F- O, F>�>O %%sit still H B L 0 C'4, �� •••• ••••• 0 ,� o 00N O�i,. AR961414 ?w� • O • + oNa * • PROJECT NUMBER o �� • STATE OF •��� 21047 moo" � ,,pS A Q• ; � : a � •0 RN�`~ SHEET TITLE 82. PLUMBING (D/ o� SECOND FLOOR W� I �w �LL COTO CONSULTING ENGINEER,LLC ° PEDRO PABLO COTO , P.E. SHEET NUMBER PE. No: 85311 = 8 CA. No: 33441 TEL : 3053162999 a " E-mail: pedrocoto37@gmail.com P-2 1 So CONSULTING ENGINEERS ®Q �a Ln ow a✓ LO D z -� 0 r �co (0., >D®O r n e M m LO M In 0 U o N87' 33 57.70"E — ` - 518.058 0 0 0 U lY a N Miam4 Dade County Department of Regulatory and Economic Resources - Job Copy 0922e5504 - 10/18/2022 2:48:21 PM P-3.Cg- Plumbing Site Plan.pdf _ EocE of w,a rER C,41VAZ PLUMBING SITE PLAN Scale: 1/16" = 1' 5.21' z D z o r 0 m Co-P, O y ® O r n G) O e m M LO M Ln 1-1/7'C.w. LINE IMM GRADE. SEE SITE PUN FOR CONTINUATION. FIELD COORDINATE EXACT LOCATION. 0.31 75.00' ;. -i 71 00 I I I I I t � 1 1 1 I I i I I I I I I I I I I I I I I I Digitally signed Pedro by Pedro P Coto Date: P Coto 2022.09.19 15:58:30-04'00' •••• ••• • • ••••• • • • % •• • • ••• • • • • • • • ••• ••• • • • •••• • • • • ••• • 9.0 . . • . • •••• ••••• ••• •00 •••• 0 • • • • • • • • • 00 ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME NQ w `z ww RESIDENCE 01 <o 80 Z N Q o- _ U RESIDENTIAL 6021 SW 88th ST, o MIAMI, U �W ¢N FL 33156 mm U� Do ° PROJECT NUMBER a u 21047 ozo °aa PLAN SERIES 100a x°_ 2021 - 09 - 01 0Fr � z = Wo< >z� PLAN MODIFICATION NOTICE �=w ate¢ NO MODIFICATIONS APPLIED gay ❑ MODIFICATIONS APPLY N0 SPB NO. N/A DATE N/A S "' OZO boo � z RO w=w yw O w 'IQ QOIS K}p 8 O w =�0 PROFESSIONAL SEAL wZ 0 WzF 'o.� p W w ARIEL VALDES, AIA �ow g0 info@21archd.com Tel: (305) 323-4380 w w F z (786) 239-0166 u a LL z w O N- = 2 LL 0=Z j F ; O�¢ 07� am 1w N N maw Oww �z A R96144 WN �Ow wo m z=Ci PROJECT NUMBER gw_ 21047 °_< Z0, z:) a� SHEET TITLE OU o ua PLUMBINGTo SITE PLANS 52 COTO CONSULTING ENGINEER,LLC a z PEDRO PABLOCOTO,P.E. SHEET NUMBER y� PE. No: 85311 CA. No: 33441 TEL:3053162999 E-mail : pedrocoto37@gmail.com P=n0 6 CONSULTING ENGINEERS 0 =z �Z - }N ow U y_ 4J• '• • • • • • • •O®••i •, •' O GENERAL CONSTRUCTION NOTES: 1. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. 2. THE STRUCTURAL DRAWINGS ARE THE GUIDELINE FOR SHOP DRAWING THAT SHALL BE GENERATED BY CONTRACTOR AND MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ADJACENT STRUCTURES, STREETS AND SIDEWALKS DURING EXCAVATION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS, LINES AND LEVELS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE, SHAPE, WEIGHT AND LOCATION OF EQUIPMENT, SLAB, ROOF, WALL AND BEAM OPENINGS OR PENETRATIONS, 4. THE USE OF SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTION. 5. CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO EXCAVATION. REROUTE THE UTILITY LINES TO ACCOMMODATE NEW CONSTRUCTION. CODES: FLORIDA BUILDING CODE 2020 ASCE 7-16 NDS -2015 OSHA STANDARDS ACI 318-14 ACI 421.1-R92 Al S. C. - 13th EDITION ACI 530-13 ACI 530.1-13 DESIGN CRITERIA: WIND LOADS: IN ACCORDANCE WITH ASCE 7-16: ULTIMATE WIND SPEED --- 175 MPH IMPORTANCE FACTOR --- 1 EXPOSURE CATEGORY - - -- C ENCLOSED BUILDING. — -- -- +/-0.18 BUILDING CAT. ----- -- --- ----- II GUST FACTOR-- ------- -- 0.85 DESIGN LOADS: IN ACCORDANCE WITH ASCE 7-16: SUPERIMPOSED DEAD LOAD ROOF ----- -- --- — - -- -- 20 PSF ROOMS --- ------ - --- 35 PSF STAIR & CORRIDORS --------------- - --- 20 PSF LIVE LOAD ROOF--- ---- .— _ - __— 20 PSF ROOMS — ---------- _.___.___--_—_____—_____ 40 PSF STAIR & CORRIDORS ------ --------------- 100 PSF FOUNDATION & SOIL PREPARATION FOOTINGS SHALL BE FOUNDED ON VIRGIN SOIL OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN WITH A DESIGN BEARING CAPACITY OF 2000 PSF ACCORDING TO FBC-2020 AT 1805.2. ALL FOOTING SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER FOR THE BEARING CAPACITY INDICATED ABOVE PRIOR TO PLACING STRUCTURE. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE SOFT OR WEAKENED SOIL WITH STRUCTURAL FILL, ALL AREAS OF NEW CONSTRUCTION SHALL BE STRIPPED OF EXISTING PLANT, TOP SOIL AND OTHER DELETERIOUS MATERIAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPROPRIATE DISPOSAL OF ALL UNSUITABLE MATERIAL, EXCAVATED SOIL MAY BE USED AS BACKFILL IF FREE OF UNSATISFACTORY MATERIALS. UNSATISFACTORY MATERIALS INCLUDE POTENTIALLY CONTAMINATED SOIL, TRASH, MUCK, ROOTS AND OTHER ORGANIC MATTER. UNSATISFACTORY MATERIALS ENCOUNTERED ARE TO BE REMOVED TO A MINIMUM DISTANCE OF FIVE FEET OUTSIDE STRUCTURE PERIPHERY FILL, BACKFILL AND ANY DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% AASHO T-180C DENSITY AND SHALL CONFORM TO THE GEOTECHNICAL ENGINEER'S REQUIREMENTS. SELECT FILL SHALL BE GRAVELLY SOILS, WELL -GRADED SANDS, AND SAND -GRAVEL MIXTURES RELATIVELY FREE OF PLASTIC FINES. THE SURFACE OF THE EXISTING SOIL AND EACH LAYER OF COMPACTED FILL SHALL BE TESTED FOR DENSITY. SOIL STATEMENT SOIL CLASSIFIED AS SILTY SAND OR SILTY GRAVEL (SP OR GM) BY VISUAL INSPECTION. THE SOIL PHYSICAL CHARACTERISTIC SHALL CONFIRM BY RECORD ENGINEER WHEN EXCAVATION HAS TO OCCUR. MASONRY: F'm FOR MASONRY WALLS SHALL BE 1500 PSI (U.O.N.) BASED ON A UNIT MASONRY COMPRESSIVE STRENGTH OF (1900 PSI). EXTERIOR CMU WALL MORTAR SHALL COMPLY WITH TYP "M". INTERIOR, NON -LOAD BEARING CMU WALL MORTAR MAY BE TYPE "S". SEE FLOOR PLANS FOR SCHEDULED WALL MARKS AND TYPICAL DETAILS FOR CONNECTION INFORMATION. SEE FLOOR PLANS FOR EXTERIOR CMU WALL VERTICAL REIN=ORCING. CMU VERTICAL REINFORCING IS TO BE PLACED IN FINE MASONRY GROUT -FILLED CELLS. FINE MASONRY GROUT MUST COMPLY WITH ASTM C 476 (LATEST VERSION). 'JVATER/ CEMENTITIOUS MATERIAL RATIO SHALL FALL BETWEEN 0.57- 0.65, SO THAT WHEN EXCESS MOISTURE IS ABSORBED BY THE CMU UNITS, THE RESULTANT STRENGTH IS NOT LESS THAN 3000 PSI. SUBMIT PRISM TEST WITH THE DESIGN MIX, INDICATING FINAL STRENGTH CHARACTERISTICS. CLEAN OUTS AT BOTTOM OF EACH LIFT OF REINFORCED CELLS SHALL BE PROVIDED. PROVIDE 20 GAGE HOT -DIPPED GALVANIZED DOVETAIL SLOTS VERTICALLY IN STRUCTURAL COLUMNS (AND TIE COLUMNS NOT PLACED INTEGRALLY WITH CMU WALLS) THAT ARE ABUTTED BY NON -LOAD BEARING MASONRY WALLS AND TIE MASONRY INTO COLUMNS WITH 1 IN. x 8 IN. x 16 GAGE CORRUGATED HOT -DIPPED GALVANIZED DOVETAIL ANCHORS. LAP DOVETAIL ANCHORS WITH STANDARD HOT -DIPPED GALVANIZED 9 GAGE LADUR-TYPE DUR-O-WAL WITH CROSS RODS SPACED AT 16" C/C FOR REINFORCED MAS014RY WALL, PLACE DOVETAIL ANCHOR AND DUR-O-WAL EVERY OTHER BLOCK COURSE. FREE-STANDING MASONRY WALLS, PARAPETS, ETC., SHALL HAVE AN 8" x 8" CONCRETE CAP, REINFORCED WITH 2 #4 CONTINUOUS (U.O.N.). REFER TO "TYPICAL REINFORCING PLACEMENT AT WINDOW OPENINGS" ON S0.01 FOR ADDITIONAL CMU REINFORCING INFORMATION. ARCHITECTURAL MASONRY PIERS NOT DETAILED SHALL HAVE 1 #5 IN GROUT -FILLED CELLS AT EACH CORNER AND AN 8" THICK CONCRETE CAP WITH #4 @ 8" C/C -EACH WAY- CENTER PROVIDE SHOP DRAWINGS FOR APPROVAL, INDICATING LOCATIONS OF REINFORCED GROUT -FILLED CMU CELLS AND MORTAR -FILLED CELLS ADJACENT TO CAST -IN -PLACE COLUMNS AND WALLS, WITH DETAILS FOR DOVETAIL SLOTS AND ANCHORS. LOCATION OF MASONRY WALLS, WINDOW AND DOOR OPENINGS AND ANY O-HER MASONRY FEATURES ARE TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS. PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 40'-0" O/C SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITECT. G.C. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. SEE DETAIL SHEET SO.00 INTERIOR MASONRY WALL OVER 12 FEET IN HEIGHT SHALL BE REINFORCED WITH #5 @ 48" C/C IN CONCRETE FILLED CELLS. SEE PLANS AND NOTES FOR ANY TIE BEAM OR TIE COLUMN REQUIREMENTS. CONCRETE: FOUNDATIONS --- ---- --- ---- - --_ 4000 PSI SLAB ON GRADE ---- - --- - ---- ---- - 4000 PSI COLUMNS, BEAMS-------- ----- - 4000 PSI ALL CONCRETE NOT INDICATED ABOVE ---- 4000 PSI SHORING SYSTEMS: THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMING. SHORING AND RE -SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE -SHORING PROCESS MUST INCLUDE THE POURING AND THE STRIPPING CYCLE BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRENGTH AT THE TIME OF STRIPPING ANY NEW SLA3 AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER -STRESSED BASED ON THE ASSUMED STRENGTH AND THE AGE AT THE TIME OF POURING.ALL RE -SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM SUPPORT ETC. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE COMPLIANCE WTH THESE DRAWINGS. NO CONVENTIONALLY REINFORCED FLAT SLAB SHALL BE STRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED A MINIMUM OF 70% OF DESIGN STRENGTH AND 72 HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. SPACE SPECIAL SHORING/RESHORING PROGRAMS & CALCULATION SHALL BE INCLUDED FOR TRANSFER SLABS. OPENINGS IN SLABS: ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFCRCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING DETAIL ON DRA'NING S-0.1). G.C. TO PROVIDE ALLOWANCE FOR THE REINFORCING REQUIRED FOR ALL OPENINGS. ALL OPENINGS REQUIRED BY OTHER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. CN L G 0 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM S0.00-06282022.pdf STRUCTURAL STEEL ALL STRUCTURAL STEEL SHALL COMPLY WITH ASTM A50 (U.O.N.) PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT (MINIMUM 3 MIL DRY FILM THICKNESS) ON STRUCTURAL STEEL UNLESS OTHERWISE NOTED ON PLANS, WHICH SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE PROVISIONS OF THE AISC STEEL CONSTRUCTION MANUAL. ALL STRUCTURAL STEEL COLUMNS DESIGNATED AS HISS SECTIONS SHALL COMPLY WITH ASTM A500 (ERW COLD -FORMED) GRADE B FOR RECTANGULAR OR SQUARE SECTIONS AND ASTM A500 GRADE C FOR ROUND SECTIONS. FIRE PROOFING SHALL BE PROVIDED FOR ALL STRUCTURAL STEEL MEMBERS AS REQUIRED BY F.B.C. 2010 AND THE ARCHITECTURAL PLANS. JOINTS BETWEEN OLD AND NEW CONCRETE: APPLY SIKA ARMATEC 110 BONDING AGENT AT CONSTRUCTION JOINTS AND POUR STRIPS. (EXCEPT SLABS ON GRADE) TERMITE PROTECTION: PER FBC SECTION 1816, TERMITE PROTECTION SHALL PROVIDED BY REGISTERED TERMINTICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." PRECAST/POURED-IN-PLACE CONCRETE LINTELS: SEE TYPICAL DETAILS. PROVIDE AN 8" X 8" POURED -IN -PLACE OR REINFORCED PRECAST "U" LINTEL AS MANUFACTURED BY F.E.C.P. CORP-CAST-CRETE DIVISION P.O.BOX 24567, TAMPA, FL 33623 N.O.A. N0. 17-0821.18 &17-0821.19 OR MOST CURRENT (NOA) FOR ALL MASONRY OPENINGS NOT FRAMED BY A CONCRETE BEAM WITH THE FOLLOWING ADDED REINFORCING POURED - IN -PLACE: 2#5 T & B ; #3 @ 4" TIES FOR SPANS UP TO 64' WIDE. 2#5 T, 2#6 B; #3 @ 4" TIES FOR SPANS UP TO 8'-4" WIDE. 2#5 T, 2#7 B; #3 @ 4" TIES FOR SPANS UP TO 10'-4" WIDE. PRECAST "U" LINTEL (ADDED REINFORCING): ADD 1 #5 T&B FOR SPANS OF T-6" TO 10'-4" FILL ALL "U" LINTELS WITH 3000 PSI PEAROCK MIX. PROVIDE A MINIMUM 8" BEARING ON MASONRY AT EACH END. "U" LINTELS ARE MANUFACTURED WITH 5 1/2" LONG NOTCHES TO ACCOMMODATE VERTICAL REINFORCING AND CONCRETE FILLED CELLS. (SEE STANDARD DETAIL FOR POURED -IN -PLACE OR REINFORCED PRECAST "U" LINTEL CONNECTION' INFILLED EXTERIOR MASONRY WALLS SHALL BE PLACED WITH A 1/2" GAP BETWEEN THE TOP OF BLOCK AND SOFFIT OF SLAB UNTIL FLOOR ABOVE IS LOADED. AFTER SLAB ABOVE IS LOADED, PACK 1/2" GAP AS PER SPECIFICATIONS SECTION 04220, INTERIOR MASONRY WALLS OVER 16 FEET IN HEIGHT SHALL BE REINFORCED WITH #5 @48" C/C IN CONCRETE FILLED CELLS, SEE PLANS AND NOTES FOR ANY TIE BEAM OR TIE COLUMN REQUIREMENTS. REINFORCING STEEL: SHALL BE DEFORMED BARS. FREE FROM LOOSE RUST AND SCALE AND CONFORM- ING TO ASTM A 615, GRADE 60. COLUMN AND BEAM TIES SHALL CONFORM TO ASTM A 615, GRADE 60. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS, AND BE PLASTIC DIPPED AFTER FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI, CURRENT EDITION. SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 4'-0" C/C. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. A MINIMUM OF 3 SUPPORT BARS AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP REINFORCING. ANCHOR RODS: ALL ANCHOR RODS SHALL CONFORM TO ASTM A36-GALVANIZED WITH DOUBLE NUTS-ASTM A325- GALVANIZED (UNLESS OTHERWISE NOTED) WELDING: ALL WELDING IS TO BE PERFORMED BY CERTIFIED WELDERS. (CERTIFICATION MUST BE CURRENT AT TIME OF WELDING. i SYMBOL LEGEND SYMBOL DENOTES Q__F_7__ COLUMN STARTS AT THIS LEVEL —F-- COLUMN OCCURS ABOVE AND BELOW THIS LEVEL COLUMN TERMINATES AT THIS LEVEL CONCRETE STRUCTURAL COLUMN TERMINATES AT THIS LEVEL AND TIE COLUMNS (TC) STARTS AT THIS LEVEL COLUMN WITH STUDRAIL OR SHEAR REINF. CONCRETE WALL TERMINATES AT THIS LEVEL NON -BEARING BLOCK WALL CONCRETE BEARING BLOCK WALL WITH CONCRETE FILLED CELLS AS NOTED SECONDARY POUR OR PRECAST EXPANDED POLYSTYRENE U.O.N. TOP OF FOOTING OR PILE CAP EL.+7'-0" ELEVATION OF SLAB/BEAM/FOOTING ETC. SECTION NUMBER got DRAWING NUMBER WHERE SECTION IS SHOWN OR O STANDARD PILES VN OR ® TENSION PILES SIM. SIMILAR CONDITION TYP. TYPICAL CONDITION CLR. CLEAR DISTANCE BETWEEN ELEMENTS C/C CENTER TO CENTER DIMENSION E.J. EXPANSION JOINT K.J. COLD JOINT C.J. CONSTRUCTION JOINT C.C.J. CMU CONTROL JOINT W.P. WORKING POINT P/C. PRECAST FTG, FOOTING G.B. GRADE BEAM CONT, CONTINUOUS CONDITION U.O.N. UNLESS OTHERWISE NOTED CL CENTERLINE OF ELEMENTS SLOPE DIRECTION OF FLOOR OR ROOF SLOPE (T) TOP REINFORCEMENT (B) BOTTOM REINFORCEMENT (LO) BELOW (AB) ABOVE STRUCTURAL DRAWING INDEX & LOG N N 0 N v v 0 I- w F- Cr w a S0.00 GENERAL NOTES • S0.01 STANDARD DETAIL • S1.00 FOUNDATION J GROUND FLOOR PLAN # S1.01 2ND FLOOR PLAN • S2.00 SECTIONS • S4.00 BEAM, COLUMNS & FOUNDATION SCHEDULES • CITY OF SOUTH MtAM i STRUCTURAL SF;- r 0 w Q n. w a a W g n- ISSUE/REVISION RECORD ••i�r A!`C.A A•AT•A �\ PROJECT NAME g HERMAN RESIDENCE �o 8Z �d of RESIDENTIAL 22 6021 SW 88th ST, MIAMI, o FL 33156m a PROJECT NUMBER LL 21041 two gZ8 PLAN SERIES 2021 - 09 - 01 OF PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED [:],MODIFICATIONS APPLY az SPB NO. N/A DATE N/AgN vs uz� 2Swj S .0w o� J o $�$w U O PROFESSIONAL SEAL o bz 0 WZ< a=z LC aow MI RM EC 9T� Fi�OIiDA 3SIZt ���,pUA4AAAAppppO®0 oQoo0+0��p �Jl. ROQUF°oo®�o EN,g� �P 8 No.88671 9 z .a te F ` z o m ASTATE OF ®p ^.�000 o NA�AAnO�®®0 W =5o PROJECT NUMBER R 21047 O V Z OH cn c H SHEET TITLE U 0 00 GENERAL NOTES �W aLL o t. oz SHEET NUMBER z xg V SO.00 1 ®U F Q . SQ � Z O� ... i a STD, 90' HOOKS AT NON -CONTINUOUS - ENDS LT C _ WHERE BEAM TERMINATES AT A SLAB, EXTEND TOP BARS INTO TOP BARS —TOP MID TOP 0ONTINU BAR 2" CLR. - BEAMS 1" CLR. - SLABS TOP BARS ADJACENT SLAB 2"cL "(MIN.) /— BOT. BARS v L BOT. BARS " STIRRUPS OR TIES 6"(MIN.) EMBEDMENT Ln-3 : AS SCHEDULED UNLESS INDICATED (TYP. E.E., U•O.N.) N CONTINUOUS fib;' 6"(MIN.) EMBEDMENT I UNLESS INDICATED Ln-1 L Ln - 2 1" CLR.-SLABS CONTINUOUS 2" CLR. - BEAMS & 3" CLR. - GR. BEAMS & NOTE: WHERE BARS ARE MARKED "CONTINUOUS" STRUCTURAL SLABS PROVIDE LC LAP SPLICE. @ M/O SPAN FORMED ON FILL OF BEAMS. �N - 1 OR Ln - 2 (THE GREATER SPAN). TYPICAL REINFORCEMENT PLACEMENT DIAGRAM FOR BEAMS NOT TO SCALE BEARING WALL SCHEDULE T CLEAR HEIGHT I VERT. REINF. SPACING 8" H :E 10'-6" 1 JAMB 2#5, INTERIOR #5@48" C/C & 3#5 CORNER OR BEND Y KtrAtlK14H I tU GVKNtK 3FU l7HU10t LADUR TYPE DUR-O-WAL REINF. @16". SEE GENERAL NOTES TYPICAL EXTERIOR REINFORCED MASONRY WALL DETAILS (UNLESS OTHERWISE NOTED IN PLANS) NOT TO SCALE MASONRY f ' M = 1500 psi PREFABRICATED CORNER #9 GAUGE LADUR TYPE OUR-O-WAL REINF. @16". SEE GENERAL NOTES �— 8" C.M.U. WALL (U.O.N.) `--SEE SCHEDULE 32 TYPICAL CORNER CONDITION N.T.S. Er PRE -FORMED STOP JOINT REINFORCING FILLER MATERIAL AT • -•JOINT JOINTREINFORCING . O.C. I = I RAI / I I II�---- MOORE!! 1, E 010 WE DEPTH OF CAULKING ONE HALF THE WIDTH OF THE HEAD JOINT 4\AnDTH OF HEAD JOINT CAULKING DETAIL TYPICAL CMU CONTROL JOINT NOT TO SCALE N i Miami D&de County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM SO.01-05'282022.pdf ADD #3 STIRRUP #4 ALL CORNERS OF OPENING AT EACH a � t, a � �f Uj '•`w.. .'7,PE fG ?ZUj za COLUMN ELEVATION (FOR HORIZONTAL HOLES IN BEAMS) NOTE: NO OPENINGS ARE PERMITTED IN CONCRETE BEAMS LARGER THAN 4" 0 UNLESS SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS, ALL BEAMS REINF. TO RUN CONTINUOUS, TYP. DETAILS OF OPENINGS IN CONC. BEAMS NOT TO SCALE SEE JAMB REINF. BEARING WALL SCHEDULE (TYP.) TYPICAL REINFORCING PLACEMENT. C MENT AT WINDOW OPENINGS (UP TO 9'-0" WIDE HILTI HIT -RE 500V3 TYPICAL EXISTING WALL/TIE BEAM AND NEW WALL CONNECTION 8" EXISTING WALL i i 1 CORNER BAR T.&B. SAME SIZE AS BEAM REINF. LT 2 1, LT 2 I \— SEE PLAN FOR ANGLE TOP & BOTTOM BARS AS SCHEDULED TYPICAL BEAM CORNER DETAIL NOT TO SCALE NOTE: APPLIES TO STRUCTURAL, GRADE & TIE BEAM (TYP. U.O.N.) H SEE NOTE 4 STD. 90° HOOKS AS SHOWN ON PLAN. (WHERE HOOKS ARE LONGER THAN DEPTH OF SLAB, TURN DIAGONALLY) 1r o O COL. WIDTH Y (L-1) MIN. w O o- -w TOP REINF. W 8„ TOP & BOTT. BARS INTERRUPTED (HOOK TOP BAREE 3 (`) MIN. COL. WIDTH (•) MIN. SEE NOTE 4V\ I TOP REINF. 8"MIN. BEYOND END OF CAP ur-0 d, t OTT. REI F. BOTT. REINF. 4" (SEE NOT 1) 2'-0" 4" 4" 2'-0" (SEE NOTE 2) U V3(L-1) UNLESS 3/3(L-2) UNLESS NOTED OTHERWISE NOTED OTHERWISE Y (L-1) Y6 C) , (') COL. L-1 k COL. L-2 DROP PANEL (WHERE SHOWN IN PLAN) TYPICAL SLAB REINFORCING DIAGRAM (SECTION) N.T.S. LEGEND: "= L-1 OR L-2 (THE GREATER SPAN). *' = SEE PLAN DROP PANEL DEPTH. NOTE 1 EXTEND 1 OUT OF 3 BARS 6" INTO THE SUPPORT FOR END SPANS (MIN. 2) WHERE SHOWN. NOTE 2 EXTEND 1 OUT OF 4 BARS 6" INTO THE SUPPORT FOR INTERIOR SPANS (MIN. 2) WHERE SHOWN. NOTE 3 REINFORCING TO BE EVENLY DISTRIBUTED WITHIN ITS TRIBUTARY AREA. NOTE 4 PROVIDE 2#5 BOTTOM BARS EACH WAY ON SLABS WITHOUT DROP PANELS. NOTE 5 SEE GENERAL CONSTRUCTION NOTES FOR ADDITIONAL REINFORCING INFORMATION, • FIONAL REINFORCEMENT ,L TO THE AREA OF tRUPTED BARS. 50% (MIN.) ED AT EACH SIDE OF OPN'G., � BOTT. O.N. ON PLAN) C3EPT. L SECTION a O LL o . w a a w a Cn s ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME wo W , HERMAN RESIDENCE N � 6z �U m� RESIDENTIAL dw 6021 SW 88th ST, MIAMI, O UZ �W FL 33156 OU PROJECT NUMBER o� 4LL ZN. 21047 �WW gaa PLAN .SERIES �Z1 2021 - 09 - 01 :M boa PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED VAN ❑ MODIFICATIONS APPLY �m26 SPB NO. N/A DATE N/A .0 oQ O U �u' PROFESSIONAL SEAL ��z 0zo W=< a=� tea= Ce �AJgU�1 LLC w MRK ST. SMIE F10RDA�'3SIZ'l 60. ow z 000�aaauoos###o® s� ROOU EN,q lioccp I. Uy� 9 SAa�< No.88b7tn _ 0 g� o STATE OF g y w OR%000 oo og� oQOp##OB 9 U46O m o yd o zo, PROJECT NUMBER F" two 21047 Ozv ku 2p� z� SHEET TITLE 0. WQ LL N N C p�oOLL W W TYPICAL DETAILS 9W — LL J fn Q °sw SHEET NUMBER Nw OV Uo ^U S0.01 4 A B C D E F EXISTING EXISTING EXISTING rXIST NC, EXIST NG EXISTING GRID GRID GRID GRID GRID GRID I EXISTING GRID IXISTING GRID GRID EXISTING — GRro I l N FOUDATION/ GROUND FLOOR PLAN Scale: 3/16"Y-O" NOTE 1: DRILL & EPDXY W/HILTI HIT -RE 500 V3 #3@16", L=6" LEGEND: EXISTING STRUCTURAL MEMBERS NO F *MOOG 0 000 0 0 0 .0 0 0 0 00 • 000. 000•0 0 0 ILL U) z ISSUE/REVISION RECORD DATE DESCRIPTION PROJECT NAME HERMAN RESIDENCE 0 01- - RESIDENTIAL x 6021 SW 88th ST5 MIAM15 1< ZZ FL 33156 W PROJECT NUMBER pU 21047. YZN PLAN SERIES 2021- 09 - .01 PLAN MODIFICATION NOTICE LL NO MODIFICATIONS APPLIED ❑ MODIFICATIONS APPLY SPB NO. N/A DATE N/A H AVA �R 3 rRUC-, .AL SECTI()tv PROFESSIONAL SEALaF . 0 t UAW UC CE W 7E OF r* 7 25�E 2 2ffffl Sr. SIX �8 W 0WHO goalie? e, ek M R0q,11 0 ve LL No. 66571 O 'z r o STATE OF 0 IlOR10 e 000 z 20 ON PROJECT NUMBER 21047 Nod SHEET TITLE FOUNDATION GROUND FLOOR PLANLL 0,.: I H SHEET NUMBER CIA C', 21- O Miami Doade County Department of Regulatory and Economic Resources Job Copy 0922015504 - 10/18/2022 2:48:21 PM S1.00-06282022.pdf P B C D EXISEXISTING EXISTING EXISTING GGRID GRID GRID 1 -- EXISTING GRID 2 — IXISTING GRID IXISTING ' GRID I I 1 I I I I EXISTING I GRID I I ----I—\\ a r rn, Miami D&de County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM S1.01-06282022.pdf E EXISTING GRID F B C D E EXISTING EXISTING EXISTING EXISTING IXISING GRID GRID GRID GRID GRID k------=----- --- - ---- ---\ -j i SECOND FLOOR PLAN i Scale:3/16":1'-0" NOTES: 1. ADDITIONAL REINFORCING IS SHOWN ONLY 2. DRILL & EPDXY W/HILTI HIT -RE 500 V3 43@16", L=6" LEGEND: "'/ EXISTING STRUCTURAL MEMBERS E.T.B c9 I I =w I m ¢ I I I = Q w p s B-1(EL. TO MATH EXISTING) 77S� V p J W _I w E.T.B. m SHORING THE WOOD TRUSSES ao E.T.B. i DURING THE EXISTING BE M DEMOLITION AND BEAM B- POURING I I A I 1 ROOF BEAM PLAN Scale: 3/16"T-0" co H w E.T.B. w••• •e• • • •e:�.•" .•.w• • • • w• •• ,• •.' i • • • r • e ••• • r•• • **Of 009*: •••+ • • s • • + • r • s aTY OF Sol r S7RUCrURAi SEcr�O,. 8Y: , PROJECT NAME p �Z. HERMAN �z RESIDENCE • N(aM1 rn a O� RESIDENTIALF 5 � 6021 SW 88th ST, C; MIAMI, �a UZ w FL 33156m all D PROJECT NUMBER i-yLLl 21047z� 7aa W PLAN SERIES_ F� 2021 - 09 01 LL � PLAN MODIFICATION NOTICE NO MODIFICATIONS APPLIED �zy ❑MODIFICATIONS APPLY w. o SPB NO. N/A DATE N/A€ o W PROFESSIONAL SEAL �zg R WC� = *W OF sT� RARDd►36'�673a1Z2 W •N� N.'�� °ounnaooauaaao°° s 0000°°o�p000o0QVP o��OVEN �! G° �GLL V� SF �iA °O S y O O 0WW� I 4 Q w 9 O 4 C N. 8857 B , p � ~ z a � � a STATE OF o r P ° W t O po00 p®aC� ®oo ff p °pD°ona o 0 o naanuo°° � � PROJECT NUMBER 21047 zd ya • a� SHEET TITLE SECOND FLOORe PLAN W LL N a� S�Z SHEET NUMBER =g S1.01 a 10 -z zw W 1/4" V PL 12"x12"x5/8" GALVANIZED ISOLATION, JOINT \ SEE COLUMN SCHEDULE AT S2.00 EXISTING SLAB ON / GRADE L-Y CL. SEE PLAN AND SCHEDULE =I= COMPACTED SOIL. SEE GENERAL NOTE AT S0.00 —CONCRETE FOOTING. SEE GENERAL SCHEDULE AT S4.00 TYPICAL STEEL COLUMN — FOUNDATION DETAIL Scale: 3/4" = V-0" EXISTING 6" CONCRETE SLAB D SECTION Scale . 3/4 = 1 -0 C SEE SCI ON S4.01 4x 3/4" 0 WELDED HEADED STUDS NEW CONCRETE BEAM 20/4" 0 WELDED HEADED STUDS (4" MIN. EMBED.) FxFxl/2" STEEL PLATE TYP. DETAIL COLUMN TOP 0 CONNECTION TO BEAM y L Scale : 1" = 1'-0" O O 0 U a N 6" TY 2" NON -SHRINK GROUT 5,000PSI� 4" SLAB W/#3@12" E.W. MID DEPTH 6'-B" 5'-9" 4'-9" T-10" 6" TYP. ° - _ X X° X L}L ° X X a — X d X d" a X° —3 X° c N 77 X° n X..�— Xa _ X X A. °X 'X d n _ X °. X OX C X° Xd _�S Xy X C X ° EXISTING SLAB ON GRADE SECTION 1 Scale : 3/4" 8" EXISTING 4 CMU WALL LT2 SEE S( E.T.B. ......... DEMOLISH ALL AROUND CONCRETE WITHOUT CUT EXISTING REBAR DRILL & EPDXY W/HILTI HIT -RE 500 V3 (D__�Sca e 8" R/C SLAB. SEE PLAN FOR REINFORCING ease ••{ • 09660 Now — *&,1 as •T•• • • • • • •`. • • { • {•• • • • •. • • • •• { • • • • ••• ! ••• • �� fees • • • • • • UU, T-10" (COORD. W/ ARCH. DWG' LL TYP. 1/4" o CL Uj CL W-8 HSS 2x8x1/4" HARD WOOD COVERING N z t STEPS (BY OTHERS) g 9"x9"x1/2" STEEL PLATE W/ 4 -01/2" STUDS ISSUE/REVISION RECORD DATE DESCRIPTION SECTION 2 Scale , 3/4" PROJECT NAME =w HERMAN_ RESIDENCE 8Z N �3 RESIDENTIAL Q6 6021 SW 88th ST, MIAM1, FL 33156 > W mm O PROJECT NUMBER �Nw 21047 -@. M PLAN SERIES8� 2021 - 09 ' 01 �=o PLAN MODIFICATION NOTICE W W .I r giSi i NO MODIFICATIONS APPLIED ❑ MODIFICATIONS APPLY w T 0 STRUCTURAL SEw TsO SPB NO. N/A DATE N/A °W 8 w K � oy �C8 W �:,5: - .• gi Wiz o� J O N W WO� CC LL =Y0 PROFESSIONAL SEAL Szr R aLLC mow hw �ao ��� w WAL 1� NmF F W2� °peoa0000uaaQaoo o Qa gyp M. RO QU 0000®° € J QO� EN,q'�QQ� /3 �2 W Uy NO.88671 �(7 UH0 N ® O O Z p STATE OF o W N W o� ��OS. RiOr �® �aC °o�aaaao uaaoao�° a z zs PROJECT NUMBER � � R 21047 zo Z� SHEET TITLE O W 1- SECTIONS �3 rcLL N 1� o� SHEET NUMBER N; N O N L Miami Efade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM S2.00-06282022.pdf 202Z 0 .1 550q NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) •Miami, Florida 33175-2474 • (786) 31572000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE'PLAN REVIEW FROM MIAMImDADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE � Job Address �U2� .SIB✓ �1=Z W 1— D`� '��� Contractor No. 0 Z � oa3o 00 Last four (4) digits of Qualifier No. W Folio�9'' �f- O ��D �' C��O o � � a Contractor Name 13l.flGlC-O • yl.� � > Lot�� Block / � � a o Z p Qualifier Name �lA�GrX o a Subdivision �'t'?J�« l��d� PBpg �� `� ` 4/v z Address 5fVwe 1 `�IIV 53 Metes and bounds City, Al OWA%. State —aZip.. [ New Constructiory on [ ] Demolish v� acant Land [ ]Shell Only Current use of property LL W [� teration Interior [ ]Addition Attached —����' �`"��1 02 [ Alteration Exterior [ ]Addition Detached Description of Work At [ ]Relocation of Structure [ ] Re -Roof I/�,/��J/G,(_ 0�eLdr_ re 7 a [ ]Enclosure [ ]Foundation Only Sq. Ft. � Units Floors- Z ? [ ]Repair [ ]Tent � Due to Fire Value of Work _��� •� [ ] MBLD* �Z,. [ ] Chg. Contractor w Owner -�J�i ��1A�+4 a Category.� [ ] Re -Issue Q Address SVv C26!!5� [ ) MELE Cn ( ]}fie -Stamp y City ,A,n/lI State !?S11W [ ] MPLU [ ]Revision W Phone 0. [ ] MM C � [ Not Applicable far MLPG o Last four (4) digits of [ ]FIRE Fire Owner's Social Security Na o y Name /"/ /��C-D5 �' � � Owner A6z4gL VAcoF5, AIA z z a Address SbZ� .�f� �� '%�G� . w w Address ZI �z � � City lWhA-Mf State Zip 33155� v Z City /�F�M l State zip a a Phone �61"o W Phone,�01 ' 1S W f � Z _ I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of Q � � one -hour. Please contact the Fire Department for current rate. vaN a i w w j St Request: Date: LLW � 2"a Request: Date: cc 31d Request: Date. If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5117 Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM P.A.-06282022.pdf FOUNDATION SCHEDULE HEADER MARK ELEV. DEPTH LENGTH WIDTH REINFORCING SEE NOTE NO. REMARKS SEE NOTE NO. REVISION BOTTOM TOP WF-36 -2'-0" 36" CONT. 12" 2#5 LONG WAY #3@24" SHORT WAY F3 -2'-0" 12" 3'-0" T-O" 4#5 E.W. F5 -2'-0" 12" 5'-0" 5'-0" 6#5 E.W. NOTE: SEE FOOTING DIMENSIONS IN THE DETAILS. LONG WAY: PARALLEL TO LONG WAY. SHORT WAY: PARALLEL TO SHORT WAY. WALL SCHEDULE WALL MARK MAT'L ELEV. TOP OF WALL WIDTH REINFORCING SEE NOTE NO. REMARKS REVISION VERTICAL HORIZONTAL W-8 CONCRETE T.O.S. 8" #5@12" #5@12" W-6 CONCRETE T.O.S. 6" #5@6" #5@12" CONCRETE BEAM SCHEDULE BEAM REINFORCING STIRRUPS OR TIES SEE SEE MARK ELEV. SIZE NOTE NO. REMARKS SECT NO. REVISION BOTT. TOP C'RT E MID SIZE SPACING TYPE B-1 SEE PLAN 8"x16" 2#9 2#6 #3 @ 12" 2 2 CONTINUOUS. BEAM NOTES 0 0 135° O 0 Q LT2 N J 0 Q 1. - PROVIDE #5 @12" EA. FACE 2.-PROVIDE '#5MID DEPTH EA- FACE TYPICAL BEAM STIRRUP & TIE TYPES N.T.S. I K a 0 0 D 0 N N T 0. Miami Dide County Department of Regulatory and Economic Resources - Job Copy 0922015504 - 10/18/2022 2:48:21 PM S4.00-06282022.pdf TIE COLUMN SCHEDULE MARK S L REINF. TIES TC D 8" 16" 6#5 3L-2S #3@8" T$ 81, 81, 4#5 2 L-2S #3@8" SEE TYPICAL TIE COLUMN MASONRY / TIE BEAM CONNECTION DETAIL AT S0.01 �U o (nL) INDICATE NUMBER OF BARS PARALLEL TO LONG FACE (nS) INDICATE NUMBER OF BARS PARALLEL TO SHORT FACE TIE COLUMN DETAILS N.T.S. ISSUE/REVISION RECORD DATE DESCRIPTION 6 PROJECT NAME y q �W p a HERMAN az RESIDENCE 8 p �_ <U RESIDENTIAL 6021 SW 88th ST, MIAMI, g FL 33156 'W �m UD po PROJECT NUMBER & w I � g w 21047 =,o �zo PLAN SERIES J§a 2021 - 09 - 01 Dw° PLAN MODIFICATION NOTICE CITY OF SOUTH N;IIAINA�. BUILDING OUT, NO MODIFICATIONS APPLIED �ry ' MODIFICATIONS APPLY W - �NO STRUCTURAL S`ECTt{3N SPB NO. N/A DATE NIA V y Q O �W� ' 4 . : O W ow p W 00� PROFESSIONAL SEAL Wz 3= Ujo age � � WW ¢ 7M Rr S . 8. FLORDA �iZZ 0 o � � 1EL COI W QoppppU�pO�Otrppp��oo � � z 0000 �o M. ROQ& o00o U . o � - oo°O� �.�CENSE`cb. 0 8 o Q 9 0 ova o No. 88571 -A7 d F =�4 a Y p $F- o STATE OF% 09 1�, ORIU 5w-0 � o �p 0000000��oa®�a o p���o m Dy0 a>O PROJECT NUMBER 0wz-o 21047 =o- �o- a a� SHEET TITLE W LL N �OLL SCHEDULES { aLL N Q h 0 SHEET NUMBER ❑ SO UO S4.00 oa ® U �O ow O 3 LL A o • s •o•• • • • sow eos • • e•• • • • • • • • o o • • •••• ••• •e••m •e•e • o • s s e • • • a • •oe• • • • s • • • 4b J.i 0