BRB21_0742PROPERTY INFORMATION
REMODELING OF EXISTING HOUSE INTERIOR AREA
REMODELING AREA 566 GROSS SQT
'DEMOLITION WORK INCLUDES:
THE DEMOLITION OF EXISTING INTERIOR PARTITIONS AS SHOWN ON THE PLANS, DEMOLITION ALSO
INCLUDES ALL ELECTRICAL, PLUMBING AND MECHANICAL INSTALLATIONS IN THE AFFECTED AREAS.
ALTERATION AND ADDITION WORK INCLUDES:
THE ALTERATION OF THE EXISTING GARAGE AREA ADDING TWO BEDROOMS AND ONE BATHROOM,
MASTER BATH AREA, AN OTHERS ELEMENTS SHOWN ON THE PLANS.
STRUCTURAL WORK INCLUDES:
NEW INTERIORS WALLS AND FOUNDATIONS FOR THE NEW EXTERIOR WALL WHERE THE EXISTING
GARAGE DOOR WAS. SOME OF THE EXISTING OPENINGS WILL BE MODIFIED TO ALLOW FOR NEW DOOR
AND WINDOWS. L
SEE STRUCTURAL DRAWINGS FOR MORE DETAILS.
MECHANICAL, ELECTRICAL AND PLUMBING WORK INCLUDES:
SEE M.E.P. DRAWINGS FOR MORE DETAILS.
APPLICABLE CODES
-FLORIDA BUILDING CODE 2021 SEVENTH EDITION INCLUDING CODES AND STANDARDS NOTED ON THIS
CODE
TYPE OF CONSTRUCTION
TYPE III -A (CHAPTER 6 - SECTION 602.3) AS.PER FBC 2021-BUILDING
USE AND OCCUPANCY CLASSIFICATION
R-3 (CHAPTER 3 - SECTION 310.5) AS PER FBC 2021-BUILDING
CLASSIFICATION OF WORK
ALTERATION - LEVEL 2 (CHAPTER 5 - SECTION 504) /ADDITION AS PER FBC 2021-EXISTING BUILDING
NOTICE
IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL
RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY, SECTION 553.79(10), FLORIDA STATUTES, EFFECTIVE 7 / 10 / 87
NOTES
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IF APPLICABLE, A SEPARATE PERMIT WILL BE REQUIRED FOR:
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DOOR AND WINDOWS, GARAGE DOORS, ELECTRICAL, MECHANICAL, PLUMBING, SWIMMING POOL,
DRIVEWAY APPROACH, SIDEWALK,, FENCING, LANDSCAPING AND IRRIGATION, TREES REMOVAL,
SECURITY SYSTEM, LOW VOLTAGE, WATERPROOFING, ROOFING SYSTEMS, HANDRAILS,
SAFEGUARDS, STAIRS AND GATES.
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DEBASA, JOSE 8/2/2021 10:27:56 AM DERM Approved
ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
Heman Santarcangelo, Architect
NCARB AR# 96867
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BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS
WRITTEN CONSENT OF ATELIER
INTERNATIONAL LLC (C) 2018
# DATE
DESCRIPTION
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ORIGINAL ISSUE
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Date
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Drawn:
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PROPERTY ADDRESS:
6790 SW 63rd STREET, SOUTH MIAMI, FL 33143 0:6
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FLOOD ZONE INFORMATION:
COMMUNITY NO. 120658 PANEL NO. 0458 SUFFIX: L
FIRM DATE: 09-11-2009 FLOOD ZONE: X
LEGAL DESCRIPTION: EDGE OF PAVEMENT
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PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-1 7.05 FLORIDA FOUND 1/2110
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REVISIONS AND/OR UP -DATES
Oscar E Baezn;;e: 2021.05.05 09:49:26 -04'00 NO. L 3600 SURVEYING AND MAPPING, LLC ORIGINAL
S5034 FIELD DATE 04-30-2021
OSCAR E. BAEZ-CUSIDO, P.L.S. STATE OF Land Surveyors - Land Planners
REGISTERED SURVEYOR AND MAPPER NO. 5034
2935 S.W. 82nd Avenue MIAMI, FLORIDA 33155
M &TA1ECff&dkRIDCounty Department of Re44i �'f,\-4*�t��conomiC ReSources Job Cop JOB No 2104-0050
0 21017036 - 9/3/2021 1:20:03 PM 1111D LAND y PHONE: (305) 265-1002
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SINGLE FAMILY RESIDENTIAL DISTRICT RS 3
SOUTH MIAMI
LOT COVERAGE REQUIRED EXISTING PROPOSED MDC PROCESS
1
LOT SIZE
12, 548 SQF
N/A
2
RESIDENTIAL DENSITY
2-5 Du /Acre
2-5 Du /Acre
N/A
3
MAXIMUM BUILDING HEIGHT
25FT
12' -6"
N/A
4
MAXIMUM HEIGHT -STORIES
2
1
N/A
5
AC BUILT AREA
2192 SQF
2616 SQF
6
NO AC BUILT AREA
423 SQF
N/A
7
MINIMUM OPEN SPACE
N/A
A
8
MAXIMUM RESIDENTIAL UNITS ALLOWED
1
1
N/A
MINIMUM SETBACKS (PRINCIPAL) REQUIRED EXISTING PROPOSED
1
PRIMARY FRONTAGE SETBACK
25 FT
25'--O"
N/A
. 3
SIDE SETBACK
10 FT
7'-7"/ 7'-8"
N/A
4
REAR SETBACK
25 FT
30 -7"
N/A
mi i Dade County Department or Regulatory and Economic xesources Job copy
092
A- 01. pdf
AREA ANALYSIS
A/C
NONA/C
TOTAL
Existing house
2.192 S.F.
423 S.F.
2.616 S. F
Proposed addition
423 S.F.
N/A
2.616 S.F.
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Miami,
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Hernan Santarcangelo, Architect
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WRITTEN CONSENT OF ATELIER
INTERNATIONAL
LLC (c) 2018
# DATE
DESCRIPTION
1
ORIGINAL ISSUE
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8-JAN-21
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EXISTINGROOF PLAN L--------------------------------------------------------------------------------------------------------------- j
ti Dade County Department of. Regulatory and'Economic.Resources - Job Copy
SCALE 3/16":1'-0"
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ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
Hernan Santarcangelo, Architect
NCARB AR# 96867
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CONSTITUTE THE ORIGINAL AND
UNPUBLISHED WORK OF ATELIER
INTERNATIONAL LLC, AND MAY NOT
BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS
WRITTEN CONSENT OF ATELIER
INTERNATIONAL
LLC (C) 2018
# DATE
DESCRIPTION
1
ORIGINAL ISSUE
2
3
4
7
8
9
10
Date:
8-JAN-21
Drawn
H.S.
Designed by
H.S.
Checked by
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NOTED
A-3
A-03.pdf
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GENERAL NOTES:
- GENERAL CONTRACTOR SHALL HAVE A SUPERVISOR ON SITE WHILE ANY WORK
IS BEING DONE.
- THE DRAWINGS AND NOTES COMPLY, TO THE BEST OF OUR KNOWLEDGE WITH
THE APPLICABLE MINIMUM BUILDING CODE.
- PROVIDE AND MAINTAIN AT A CONVENIENT LOCATION WITHIN THE JOB SITE, A
COMPLETE SET OF THE SIGNED AND SEALED PERMIT DOCUMENTS INCLUDING
ALL THE LATEST SHOP DRAWINGS, ADDENDUMS, REVISIONS AND SUPPLEMENT
SHEETS FOR REFERENCE AND COORDINATION FOR CONSTRUCTION. - THE ARCHITECT AND ENGINEER DO NOT HAVE CONTROL OR CHARGE OF, AND
SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES, OR FOR SAFETY PRECAUTIONS AND
PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF
THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING
WORK OR FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS.
EACH CONTRACTOR & SUBCONTRACTOR SHALL CARRY PUBLIC LIABILITY,
PROPERTY DAMAGE AND WORKMAN's COMPENSATION INSURANCE AND SHALL
PROVIDE OWNER WITH A VALID CERTIFICATE.
- ALL WORK SHALL BE LIMITED TO THAT SHOWN ON THE PERMIT DOCUMENTS. NO
ADDITIONAL WORK SHALL BE DONE WITHOUT PRIOR WRITTEN APPROVAL OF THE
OWNER AND ARCHITECT. ANY ADDITIONAL WORK PERFORMED WITHOUT THIS
CONSENT SHALL BE DONE AT THE CONTRACTOR'S; SOLE EXPENSE. 1N THE EVENT
THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON
THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME
CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED.
- THE CONTRACTOR SHALL SUBMIT A COMPLETE CONSTRUCTION SCHEDULE TO
THE OWNER, WHICH COORDINATES ALL WORK WITH SUPPLIERS;
SUB -CONTRACTORS AND SPECIALTY CONTRACTORS WITH THE FINAL BID.
- ALL WORK SHALL COMPLY WITH THE PROVISIONS OF THE LOCAL BUILDING CODE
AND ALL APPLICABLE ORDINANCES AND PROVISIONS.
- ALL CONTRACTORS SHALL PROTECT'THE WORK OF OTHER TRADES. ANY & ALL
CONFLICTS BETWEEN TRADES ARE TO BE COORDINATED BY THOSE TRADES AND
NOTIFICATION OF SUCH CONFLICTS MADE TO THE ARCHITECT AND THE OWNER.
ANY DAMAGED WORK SHALL BE REPLACED BY THE CONTRACTOR CAUSING SAID
DAMAGE(S) AT HIS EXPENSE.
- THE CONTRACTOR SHALL EXAMINE ALL AREAS IN WHICH WORK IS TO BE
CONSTRUCTED AND SHALL REPORT ANY SUCH WORK WHICH IS NOT IN SUITABLE
CONDITION TO RECEIVE WORK UNDER THIS CONTRACT. THE CONTRACTOR WILL
BE HELD RESPONSIBLE FOR THE CONDITION OF THE FINISHED WORK AFTER THE
WORK UNDER THIS CONTRACT IS STARTED.
- THE CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL VERIFY ARCHITECT'S
DIMENSIONS AND DETAILS PRIOR TO INITIAL BID SUBMITTAL. CONTRACTOR
SHALL NOTIFY ARCHITECT OF ANY ERRORS, OMISSIONS, DISCREPANCIES
AND/OR CONFLICTS IN CONSTRUCTION DOCUMENTS, BEFORE BID SUBMITTAL;
WHICH WOULD INTERFERE COMPLETION OF THIS WORK OR WHICH WOULD
AFFECT THE BID PRICE. ALL DISCREPANCIES NOT BROUGHT TO THE ATTENTION
OF THE ARCHITECT/OWNER PRIOR TO FINAL BID SUBMITTAL SHALL BE
CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER.
ALL PLAN DIMENSIONS TAKE PRECEDENCE OVER THE SCALING OF THE PLANS.
THE DIMENSIONS ARE CALCULATED AND ANNOTATED BY COMPUTER AND
ROUNDED TO THE NEAREST INCH. LOCATING PARTITIONS TO CENTERLINE OF
MULLIONS (WHERE APPLICABLE) SHALL TAKE PRECEDENCE OVER GIVEN
DIMENSIONS.
DO NOT CUT AND PATCH STRUCTURAL ELEMENTS IN A MANNER THAT WOULD
REDUCE THEIR LOAD -CARRYING CAPACITY OR LOAD -DEFLECTION RATIO.
- OBTAIN APPROVAL FROM OWNER BEFORE CUTTING AND PATCHING THE
FOLLOWING OPERATING BUILDING ELEMENTS OR SAFETY RELATED SYSTEMS:
PRIMARY OPERATIONAL SYSTEMS AND EQUIPMENT, AIR OR SMOKE BARRIERS,
FIRE PROTECTION SYSTEMS, CONTROL SYSTEMS, COMMUNICATION SYSTEMS,
AND ELECTRICAL WIRING SYSTEMS.
- THE GENERAL CONTRACTOR SUB -CONTRACTORS AND ALL VENDORS ARE TO
VERIFY ALL CLEARANCESR A R ELEVATORS, T REQUIRED
(CORRIDORS, STAIRS, S, ELE O S, .) E CQ
FOR DELIVERIES, PASSAGE OF ALL JOB MATERIALS OR EQUIPMENT. THE
OWNER'S PROJECT MANAGER SHALL BE INFORMED OF ANY POTENTIAL OR
ACTUAL PROBLEMS WHICH IN ANY WAY MIGHT AFFECT WORK SCHEDULING,
ANY VENDORS SUBCONTRACTORS ETC. INCLUDINGAFTER HOURS DELIVERIES S
IMPOSED BY LANDLORD.
- ALL WORK IS TO CONFORM TO PERMIT AND DRAWINGS SPECIFICATIONS. ANY
CONDITIONS IN THE FIELD AFFECTING THE DESIGN CONCEPT ARE T BE
I G S C O
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID SUBMITTAL. -
- THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS
THE CONTRACTOR SHALL IN ADDITION PAY ALL LAWFUL AND PERMIT FEES FOR
THE PLUMBING AND ELECTRICAL WORK.
- THE CONTRACTOR SHALL SECURE ALL CERTIFICATES OF INSPECTION AND OF
OCCUPANCY THAT MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION
OVER THE WORK.
CONTRACTOR SHALL SCHEDULE AND COORDINATE ALL WORK WITH SUPPLIERS,
SUBCONTRACTORS AND SPECIALTY CONTRACTORS TO EXPEDITE THE
PURCHASE OF "LONG LEAD" MANUFACTURED ITEMS TO ASSURE PROMPT
DELIVERY AND INSTALLATION. -
THE CONTRACTOR SHALL PURCHASE; COORDINATE & INSTALL ALL APPLIANCES
AND EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PERMIT
DRAWINGS. SPECIFICATIONS AND INSTALLATIONS METHODS PROVIDED BY
MANUFACTURE SHALL BE STRICTLY FOLLOWED AND ARE HEREWITH MADE A
PART OF THESE DOCUMENTS,
- CONTRACTOR SHALL COORDINATE, ALL OWNER FURNISHED AND INSTALLED
ITEMS. VERIFY ITEMS PRIOR TO BID SUBMITTAL.
- PROVIDE ALL NECESSARY ELECTRICAL OR MECHANICAL EQUIPMENT
MAINTENANCE AND INSTRUCTION MANUALS TO THE OWNER FOR REVIEW.
- CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR
ARRANGING ELEVATORS OR OTHER HOISTING FACILITIES FOR HANDLING
MATERIALS.
- ALL BUILDING RESTROOMS ARE NOT TO BE USED BY CONSTRUCTION
PERSONNEL. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROVIDE FOR
SUCH SERVICES IN THE GENERAL CONDITIONS OF THEIR BID.
- ALL WORKMAN WILL USE DESIGNATED ENTRANCE DOORS FOR ENTERING OR
LEAVING THE BUILDING. ALL MATERIALS AND/OR DELIVERIES SHALL BE
THROUGH THESE ENTRANCES. SPECIAL PERMISSION, BY THE OWNER, SHALL BE
REQUIRED TO USE ANY OTHER ENTRANCES.
- ALL WOOD IN CONTACT W/ MASONRY OR CONCRETE SHALL BE PRESSURE
TREATED.
- ALL SPECIFIED MATERIALS SHALL BE NEW OF QUALITY SPECIFIED AND
DELIVERED IN AMPLE QUANTITY TO THE JOB SITE TO PREVENT DELAY OF WORK.
- CONTRACTOR SHALL PATCH & REPAIR ALL WALLS & COLUMN WHERE DEMOLITION
HAS DAMAGED.
- GYPSUM WALLBOARD (GWB) JOINTS SHALL BE TAPED/SPACKLED LEVEL AND
PROPERLY PREPARED TO RECEIVE SPECIFIED FINISH MATERIALS. EXTERIOR
CORNERS SHALL RECEIVE METAL CORNER REINFORCING BEADS AND BE
SPACKLED IN CONVENTIONAL METHOD. NO HORIZONTAL GWB JOINTS SHALL BE
ACCEPTED UNLESS APPROVED BY THE LANDLORD\ OWNER. BUTTED,
UNTAPERED GWB JOINTS OR BULGING AND UNEVEN FINISHED GWB WILL NOT BE
ACCEPTED. FULL HEIGHT GWB SHEETS SHALL BE USED THROUGHOUT FOR FULL
HEIGHT CONSTRUCTION.
- WATERPROOF BOARD SHALL BE PROVIDED IN RESTROOM AREAS AND SINK
AREAS. ALL EXISTING GWB SHALL BE CAREFULLY EXAMINED TO ASSURE THEIR
INSTALLATION SATISFIES THE ABOVE REQUIREMENTS. REMEDIAL -WORK,
NECESSARY TO UPGRADE SAID SURFACES SHALL BE INCLUDED IN BID PRICE.
ALL CHANGE ORDERS SHALL BE IN WRITING AND SHALL BE SIGNED BY OWNER
AND ARCHITECT.
- NOISE SHALL BE KEPT TO A MINIMUM. ALL SHOOTING OF HILTY GUNS OR SIMILAR
NOISE PRODUCING MACHINERY THAT MAY DISTURB GUESTS SHALL BE DURING
TIMES AS SPECIFIED BY THE OWNER.
- NO STRUCTURAL MEMBER SHALL BE NOTCHED, CUT, ALTERED OR MOVED IN ANY
WAY WITHOUT > PREVIOUS WRITTEN AUTHORIZATION FROM ARCHITECT OR
STRUCTURAL ENGINEER. THERE SHALL BE NO PENETRATIONS IN PRE -STRESSED
- BEAMS OR JOISTS AND NO DRILLING OR SHOOTING HANGERS OR PINS IN
PRE -STRESSED BEAMS OR PRE -CAST JOISTS.
- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST THE
WEATHER AS TO MAINTAIN THE WORK, MATERIALS, APPARATUS AND FIXTURES
FREE FROM INJURY OR DAMAGE. ANY WORK DAMAGED BY FAILURE OF THE
CONTRACTOR TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED
. WITH NEW WORK AT CONTRACTORS EXPENSE.
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE GENERAL
CONTRACTOR IS TO PROVIDE THE OWNER WITH A CONSTRUCTION SCHEDULE
AND A COPY OF THE PERMIT.
- THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL ELEMENTS WHICH
HAVE NOT BEEN DESIGNED OR ENGINEERED IN THESE DRAWINGS.
- 'PRIOR TO SUBMITTING A SHOP DRAWING TO THE PROPERTY OR PROJECT
OWNER, CONTRACTOR SHALL: REVIEW EACH SUCH SUBMISSION FOR
CONFORMANCE WITH THE MEANS, METHODS,`. TECHNIQUES, SEQUENCES, AND
OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS
INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR; APPROVE EACH SUCH SUBMISSION BEFOR SUBMITTING IT; AND
SO STAMP EACH SUCH SUBMISSION BEFORE SUBMITTING IT. DESIGN
PROFESSIONAL SHALL ASSUME THAT NO SHOP DRAWING OR RELATED
SUBMITTAL COMPRISES A VARIATION UNLESS CONTRACTOR ADVISES DESIGN
PROFESSIONAL OTHERWISE VIA A WRITTEN INSTRUMENT WHICH. IS
ACKNOWLEDGED BY DESIGN PROFESSIONAL IN WRITING. THE SHOP DRAWINGS
AND RELATED MATERIAL (IF ANY) CALLED FOR ARE INDICATED BELOW. IN THE
EVENT THAT DESIGN PROFESSIONAL WILL REQUIRE MORE THAN TEN (10)
WORKING DAYS TO PERFORM REVIEW, DESIGN PROFESSIONAL SHALL SO NOTIFY
CONTRACTOR.
- THE CONTRACTOR SHALL INCLUDE ALL TEMPORARY UTILITIES (IF APPLICABLE)
INCLUDING ELECTRICITY, WATER AND TELEPHONE IN HIS BIDS.
THE GENERAL CONTRACTOR AND ANY INDEPENDENT SUBCONTRACTORS HIRED
BY THEM SHALL EXERCISE DUE CARE AND SKILL IN PERFORMING ALL WORK WITH
REGARDS TO THIS PROJECT.
- THE CONTRACTOR SHALL AND DOES HEREBY WARRANT AND/OR GUARANTY
THAT ALL MOVEABLE OR ADJUSTABLE WORK SHALL REMAIN IN PERFECT
WORKING ORDER, INCLUDING HARDWARE, WEATHER STRIPPING, DOORS,
WINDOWS, DRAWERS, APPARATUS, MACHINERY, ELECTRICAL EQUIPMENT, AND
ALL OTHER EQUIPMENT TO WHICH THIS HEADING IS APPLICABLE, FOR A PERIOD
OF ONE YEAR FROM DATE OF COMPLETION AS EVIDENCED BY THE DATE OF
FINAL ACCEPTANCE OF THIS WORK.
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR RE -DOING ANY WORK
THAT FAILS TO CONFORM TO THE DRAWINGS AND DETAILS AS SHOWN IN THESE
CONSTRUCTION DOCUMENTS;AND CORRECT ANY DEFECTS DUE TO FAULTY
MATERIALS AND WORKMANSHIP WHICH APPEAR WITHIN ONE YEAR FROM DATE
OF MOVE -IN. THESE PROVISIONS APPLY, ALSO, TO WORK DONE BY DIRECT
EMPLOYEES OF THE CONTRACTOR, SUB -CONTRACTORS OR VENDERS. NOTHING
IN THE ABOVE INTENDS OR IMPLIES` THAT THIS GUARANTY SHALL APPLY TO
WORK WHICH HAS BEEN ABUSED OR NEG.L.ECTED BY THE OWNER OR HIS
SUCCESSOR IN INTEREST:
ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 1N
ACCORDANCE WITH ALL GOVERNING BODIES, RULES, AND REGULATIONS.
REMOVE RUBBISH AND DEBRIS DAILY, LEAVE JOB CLEAN UPON COMPLETION OF
WORK, INCLUDING CLEANING OF HARDWARE, FIXTURES, AND G.L.ASS, AND
REMOVING OF STAINS, DUST, DIRT, AND PAINT, AND POLISHING OF ALL FINISHED
FLOORS AND CABINETRY.
FINISH NOTES:
- FINISH WORK SHALL BE SMOOTH, FREE FROM ABRASION, TOOL MARKS, RAISED
GRAIN, ETC. ON EXPOSED SURFACE.
- ALL FASTENINGS AND ATTACHMENTS SHALL BE FULLY CONCEALED FROM VIEW.
- USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL
MATERIALS ARE ' NOT AVAILABLE OR CANNOT BE USED WHERE EXPOSED
SURFACES ARE INVOLVED, USE MATERIALS THAT MATCH EXISTING ADJACENT
SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO VISUAL EFFECT.
USE MATERIAL WHOSE INSTALLED PERFORMANCE WILL EQUAL OR SURPASS
THAT OF EXISTING MATERIALS.
- PRIOR TO ORDERING FINISH MATERIALS CONTRACTOR SHALL SUBMIT CURRENT
PRODUCTION 6" X 6" MINIMUM SAMPLE OF EACH FINISH MATERIAL, AND A SAMPLE
FOR EACH COLOR OR FINISH, SPECIFIED, INCLUDING BUT NOT LIMITED TO PAINT
(12" X 12"), WALL COVERING, CARPET, MARBLE, TILE, VCT, ETC., TO DESIGNER/
OWNER FOR APPROVAL.
- ALL FABRICS SPECIFIED FOR WALL COVERINGS APPLICATION SHALL RECEIVE
DOUBLE LAYER FACTORY APPLIED ACRYLIC BACKING.
GWB DESIGNATED TO RECEIVE WALL COVERINGS SHOULD BE PREPPED WITH
ONE COAT OF ULTRA -HIDE PVA PRIMER SEALER; COLOR TO BLEND WALL
COVERING COLOR. -
PREPARE NEW AND EXISTING WALLS TO RECEIVE PAINT OR WALL
L COVERING
INCLUDING AREAS BEHIND ELECTRICAL AND THERMOSTAT RECEPTACLE.
- ALL SURFACES DESIGNATED TO BE PAINTED SHALL BE PERFECTLY DRY AND
SMOOTH BEFORE APPLICATIONS OF COVERINGS. WALL MARKINGS MUST BE
SUFFICIENTLY SEALED BEFORE APPLICATION OF FINISH MATERIAL SO AS TO
PREVENT BLEED -THROUGH.
PAINTED SURFACES SHALL RECEIVE ONE PRIMER COAT, TINTED TO BE ONE
SHADE OFF THE COLOR OF THE FINISH COAT AND SUFFICIENT FINISH COATS TO
PROPERLY COVER SURFACE. PRIME ALL SURFACES ACCO
RDING TO
MANUFACTURER'S SPECIFICATIONS PRIOR TO APPLICATION OF PAINT. WHERE
PATCHING OCCURS IN A SMOOTH PAINTED SURFACE, EXTEND FINAL PAINT COAT
OVER ENTIRE UNBROKEN SURFACE- CONTAINING THE PATCH, AFTER THE
PATCHED AREA HAS RECEIVED PRIMER AND SECOND COAT. WHERE REMOVAL OF
WALLS OR PARTITIONS EXTENDS ONE FINISHED AREA INTO ANOTHER PATC
H
AND REPAIR FLOOR AND WALL SURFACES 1N THE NEW SPACE TO PROVIDE AN
EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE. REMOVE EXISTING
FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF
NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE.
= PROPERLY PREPARE SURFACES ACCORDING TO MANUFACTURER'S
RECOMMENDED APPLICATION OF SPECIFIED FINISHES AND IN ACCORDANCE
WITH BEST TRADE PRACTICE.
FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPAGE OR OTHER NOTICEABLE
DEVIATIONS, PATCHED AND LEVELED. FLOORS SHALL BE SMOOTH AND CLEAN
PRIOR TO INSTALLATION OF NEW FLOOR FINISHES.
- IF IN GC SCOPE, ALL CONTIGUOUS CARPET, WALL COVERING AND FABRICS OF
THE SAME SPECIFICATION MUST BE FROM ONE DYE LOT AND MUST MEET
INDUSTRY STANDARD TOLERANCE FOR SIDE TO SIDE MATCH.
- ALL HARDWARE SHALL BE OF THE SAME MANUFACTURER TO MAINTAIN
CONTINUITY OF FINISH AND STYLE AND TO SIMPLIFY MAINTENANCE AND
REPLACEMENT.
DEMOLITION NOTES:
- THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AFFECTING THE
PRELIMINARY DEMOLITION; WHETHER SHOWN OR NOT SHOWN, ITEMS MAY HAVE TO BE
RELOCATED AND/OR TEMPORARILY SUSPENDED, SUPPORTED, OR REMOVED AS
REQUIRED FOR PURPOSES OF DESIGN DISCOVERY.
- GENERAL CONTRACTOR SHALL COORDINATE PRELIMINARY DEMOLITION OPERATIONS
WITH ALL OTHER REQUIRED SUB -CONTRACTORS AND RESPECTIVE TRADES WHERE
APPLICABLE. ALL DEMOLITION WORK SHALL BE CONDUCTED UNDER CONTROLLED
CONDITIONS.
COORDINATE ANY SHUTDOWN OF EXISTING SERVICES AND EQUIPMENT REMAINING IN
USE WITH OWNERS' REPRESENTATIVE. PROVIDE ADEQUATE NOTICE AND MAKE
PROVISIONS TO MINIMIZE IMPACT TO ANY NEIGHBORING UNITS OR TENANTS.
- DISPOSE OF ALL MATERIALS OFF SITE, ALL MATERIALS SHALL BE DISPOSED OF IN
ACCORDANCE WITH ALL FEDERAL STATE AND LOCAL REGULATIONS. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISCARDING OF ALL
DEMOLITION WASTEINCLUDING ANY UNFORESEEN ITEMS WITHIN THE SCOPE OF THE
PROJECT.
ALL CONSTRUCTION, DEMOLITION & RENOVATION ACTIVITIES TO COMPLY WITH NFPA
241.
- EXIST ACCESS AND EXITS ARE TO REMAIN CLEAR AND UNOBSTRUCTED. .
- TRASH AND DEBRIS TO BE REMOVED DAILY.
1
MILLWORK NOTES: .
- MILLWORKER TO PROVIDE COORDINATED SHOP DRAWINGS WITH ALL EQUIPMENT FOR
ALL MILLWORK ITEMS TO ARCHITECT AND INTERIOR DESIGNER FOR REVIEW AND
APPROVAL, PRIOR TO. FINAL PRODUCTION. GC TO PROVIDE COORDINATED .SHOP
DRAWINGS AS REQUIRED.
- MILLWORKER TO PROVIDE FINISH SAMPLES OF ALL MATERIALS TO ARCHITECT AND
INTERIOR DESIGNER FOR FINAL APPROVAL PRIOR TO RRODUCTION.. PROVIDE FULL
FINISHED MOCK UP OF ALL WOOD PANELING AS ILLUSTRATED IN DRAWINGS FOR
REVIEW AND APPROVAL BY OWNER AND INTERIOR .DESIGNER PRIOR TO FINAL
PRODUCTION.
- MILLWORKER TO PROVIDE PROGRESS AND FINAL PRODUCTION PHOTOS TO INTERIOR
DESIGNER FOR FINAL APPROVAL.
- EQUIPMENT AND PLUMBING FIXTURES SHOWN FOR REFERENCE ONLY. GC AND
MILLWORKER TO CONFIRM WITH PLUMBING FIXTURES AND EQUIPMENT CUT SHEETS. IN
ORDER TO COORDINATE FINAL OPENING SIZES WHERE APPLICABLE.
- ALL WOOD OR STONE EDGES TO BE EASED OFF BY 1/8" RADIUS.
- ALL HARDWARE PENDING OWNER APPROVAL.
- ALL WOOD TO BE KILN DRIED TO 5-9% MOISTURE CONTENT.
- ALL PLYWOOD SUBSTRATES TO BE MARINE GRADE.
- PROVIDE MARINE GRADE CONSTRUCTION FOR USE IN HIGH HUMIDITY LOCATION.
ALL ITEMS TO BE SUITABLE FOR USE IN HIGH -HUMIDITY, OCEAN SIDE USE.
- ALL EXPOSED WELDS TO BE GROUND SMOOTH. NO VISIBLE WELDS.
- ALL STONE SURFACES TO HAVE MITERED CORNERS WITH EASED EDGES. .
- ALL EXPOSED SURFACES SHALL BE FREE FROM DENTS, TOOL MARKS, WARPING,
BUCKLING AND OPEN JOINTS. SURFACES EXPOSED TO VIEW SHOULD NOT BE STAMPED
ON, PRINTED ON, OR MARKED WITH IDENTIFICATION LABELS.
- HARDWOOD SHALL BE MARINE GRADE AND 1 ST QUALITY.
- ALL MATERIALS USED IN THE FINISHING OF FURNITURE SHALL BE OF THE HIGHEST
QUALITY STANDARD. EACH STEP OF THE WORK SHALL BE THOROUGHLY SANDED,
SMOOTHED AND CLEANED BEFORE ANY FINISH IS APPLIED. ALL EXPOSED MEMBERS
WILL BE MADE TO CONFORM AS SPECIFIED IN COLOR AND FINISH.
- FINISHES MUST BE CONSISTENT AND SMOOTH WITH NO ROUGH EDGES.
INTERIOR EXTERIOR SIDES, EDGES AND CAVITIES ARE TO BE FULLY FINISHED UNLESS
SPECIFIED OTHERWISE.
- FINISHING SHALL BE PERFORMED BASED. ON. THE AMERICAN WOODWORKING
INSTITUTE'S (AWI) FINISH SYSTEM STANDARDS FOR A "PREMIUM GRADE FINISH.
ALL WOOD FURNITURE SHOULD BE FINISHED WITH A MOISTURE PROOF FINISH TO
WITHSTAND ALCOHOL AND FRUIT ACIDS WITH A COMMERCIAL GRADE POLYURETHANE
OR PRE -CATALYZED LACQUER OR BETTER FINISH (MIN. THICKNESS 3.0 ML.)
MILLWORKER SHALL SUPPLY ALL INTERIOR AND DECORATIVE HARDWARE AND OTHER
PARTS REQUIRED FOR PROPER AND SECURE INSTALLATION OF FURNITURE AND
HARDWARE. DECORATIVE HARDWARE SHALL BE SUPPLIED AS SPECIFIED. JOINTS WILL
BE MORTISE AND TENON, TONGUE AND GROOVED, SPLINED OR DOUBLE DOWELED.
- JOINTS SHALL BE FULL LENGTH BLOCKED, G.L.UED, AND SCREWED IN TWO DIRECTIONS,
FOLLOWING THE BEST PRACTICE OF CONSTRUCTION.
ALL PULLS MUST HAVE TWO SCREW -POINTS TO PREVENT'TURNING."
- ALL EXPOSED METAL TO BE -OF A GAUGE APPROPRIATE TO PIECE AND FOR
HOSPITALITY USE, ALONG WITH NO VISIBLE WELDED JOINTS.
- MILLWORKER WILL PROVIDE WOOD SLAT FINISH FOR DOORS AS INDICATED IN PLAN. GC
TO PROVIDE SPECIFIED HARDWARE ACCORDING.L.Y.
- MILLWORKER TO PROVIDE HEAVY-DUTY, ADJUSTABLE NYLON CARPET G.L.IDES ON
FEET AS REQUIRED.
- STONE TOPS SHALL HAVE PLYWOOD SUB -TOP, PAINTED OR STAINED AS APPROPRIATE.
TOP SHALL BE G.L.UED AND SCREWED TO BASE OF CASEGOOD.
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SWIMMING POOL NOTES (FBC 2017-Residential, 6th Edition)
R4501.17.1 OUTDOOR SWIMMING POOLS.
OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH
R4501.17.1.1 THROUGH R4501.17..1.14.
R4501.17.1.1 THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE
GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE
SWIMMING POOL: THE MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE
BOTTOM OF THE BARRIER SHALL BE 2 INCHES (51 MM) MEASURED ON THE SIDE OF THE
BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE
POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND LEVEL OR
MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP
OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF
THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM).
R4501.17.1.2 THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS,
PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO
CRAWL UNDER, SQUEEZE THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN
DESCRIBED BELOW. ONE END OF A REMOVABLE CHILD BARRIER SHALL NOT BE
REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER SHALL NOT ALLOW
PASSAGE OF A 4-INCHDIAMETER (102 MM) SPHERE.
R4501.17.1.3 SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN
INDENTATIONS OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES
AND TOOLED MASONRY JOINTS.
R4501.17.1.4 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS
LESS THAN 45 INCHES (1143 MM), THE HORIZONTAL MEMBERS SHALL BE LOCATED ON THE
SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS SHALL
NOT EXCEED 11NCHES (44 MM) IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS
WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 %
INCHES (44 MM) IN WIDTH.
R4501.17.1.5 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL
MEMBERS AND THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45
INCHES (1143MM) OR MORE, SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED
4 INCHES (102 MM). WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL
MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 %INCHES (44 MM) IN
WIDTH.
R4501.17.1.6 MAXIMUM MESH SIZE FOR WOOD FENCES SHALL BE A 2'/< INCH SQUARE (57
MM) UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM
WHICH REDUCE THE OPENINGS TO NO MORE THAN 1 s/.INCHES (44 MM).
R4501.17.1.7 WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM
OPENING FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1 % INCHES (44
MM).
R4501.17.1.8 ACCESS GATES, WHEN PROVIDED, SHALL BE SELF -CLOSING AND SHALL
COMPLY WITH THE REQUIREMENTS OF SECTIONS R4501.17.1.1 THROUGH R4501.17.1.7
AND SHALL BE EQUIPPED WITH A SELF -LATCHING LOCKING DEVICE LOCATED ON THE
POOL SIDE OF THE GATE. WHERE THE DEVICE RELEASE IS LOCATED NO LESS THAN 54
INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE DEVICE RELEASE MECHANISM
MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT CANNOT BE
REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM
THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN
OUTWARD AWAY FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING
GREATER THAN 1/2 'INCH (12.7 MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE
MECHANISM.
R4 .17.1.9 WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER ONE OF
501 ,
THE FOLLOWING SHALL APPLY:
1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE
POOL SHALL BEEQUIPPED WITH AN EXIT.ALARM COMPLYING WITH UL 2017 THAT HAS A
MINIMUM SOUND PRESSURE RATING OF 85 DBA AT 10 FEET 3048 MM). ANY ACTIVATION
SWITCH SHALL BE LOCATED AT LEAST 54 INCHES (1372 MM) ABOVE THE THRESHOLD OF
THE ACCESS. SEPARATE ALARMS ARE NOT REQUIRED FOR EACH DOOR OR WINDOW IF EN R WIRED T A CENTRAL ALARM SOUND WHEN CONTACT IS BROKEN AT ANY
S SOS O
OPENING.
EXCEPTIONS:
A. SCREENED R PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48
SCRE O O S G H
R MEASURED FROM THE INTERIOR FINISHED FLOG AT THE
INCHES (1219 MM) OR MORE SU ED RO R
POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED ORPROTECTED PASS -THROUGH KITCHEN WINDOWS 42 INCHES 1067
MM OR HIGHER WITH A COUNTER BENEATH.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE
EQUIPPED WITH A SELF -CLOSING, SELF -LATCHING DEVICE WITH POSITIVE MECHANICAL
LATCHING/LOCKING INSTALLED A MINIMUM OF 54 INCHES (1372 MM) ABOVE THE
THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
3. A SWIMMING POOL ALARM THAT, WHEN PLACED IN A POOL, SOUNDS AN ALARM
UPON DETECTION OF AN ACCIDENTAL OR UNAUTHORIZED ENTRANCE INTO THE WATER.
SUCH POOL ALARM MUST MEET AND BE INDEPENDENTLY CERTIFIED TO ASTM STANDARD
F2208, TITLED "STANDARD SAFETY SPECIFICATION FOR RESIDENTIAL POOL ALARMS,"
WHICH INCLUDES SURFACE MOTION, PRESSURE, SONAR, LASER, AND INFRARED ALARMS.
FOR PURPOSES OF THIS PARAGRAPH, THE TERM "SWIMMING POOL ALARM" DOES NOT
INCLUDE ANY SWIMMING PROTECTION ALARM DEVICE DESIGNED FOR INDIVIDUAL USE,
SUCH AS AN ALARM ATTACHED TO A CHILD THAT SOUNDS WHEN THE CHILD EXCEEDS A
CERTAIN DISTANCE OR BECOMES SUBMERGED IN WATER.
R4501.17.1.10 WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR
WHERE THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS
OF ACCESS IS A LADDER OR STEPS, THE LADDER OR STEPS EITHER SHALL BE CAPABLE
OF BEING SECURED, LOCKED OR REMOVED TO PREVENT ACCESS, OR THE LADDER OR
STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE REQUIREMENTS OF
SECTIONS R4501.17.1.1 THROUGH R4501.17,1.9 AND SECTIONS R4501.17.1.12 THROUGH
R4501.17.1.14. WHEN THE LADDER OR STEPS ARE SECURED, LOCKED OR REMOVED; ANY
OPENING CREATED SHALL NOT ALLOW THE PASSAGE OF A 4-INCH-DIAMETER (102 MM)
SPHERE.
R4501.17.1.11 STANDARD SCREEN ENCLOSURES WHICH MEET THE REQUIREMENTS OF
SECTION R4501.17 MAY BE UTILIZED AS PART OF OR ALL OF THE "BARRIER" AND SHALL BE
CONSIDERED A "NONDWELLING" WALL. REMOVABLE CHILD BARRIERS SHALL HAVE ONE
END OF THE BARRIER NONREMOVABLE WITHOUT THE AID OF TOOLS.
R4501.17.1.12 THE BARRIER MUST BE PLACED AROUND THE PERIMETER OF THE POOL
AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE
SURROUNDING THE YARD UNLESS THE FENCE, WALL, OR OTHER ENCLOSURE OR
PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL, IS BEING USED AS
PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION.
R4501.17.1.13 REMOVABLE CHILD BARRIERS MUST BE PLACED SUFFICIENTLY AWAY FROM
THE WATER'S EDGE TO PREVENT A YOUNG CHILD OR MEDICALLY FRAIL ELDERLY PERSON
WHO MAY MANAGE TO PENETRATE THE BARRIER FROM IMMEDIATELY FALLING INTO THE
WATER. SUFFICIENTLY AWAY FROM THE WATER'S EDGE SHALL MEAN NO LESS THAN 20
INCHES (508 MM) FROM THE BARRIER TO THE WATER'S EDGE DWELLING OR
NONDWELLING WALLS INCLUDING SCREEN ENCLOSURES WHEN USED AS PART OR ALL OF
THE "BARRIER" AND MEETING THE OTHER BARRIER REQUIREMENTS, MAY BE AS CLOSE
TO THE WATER'S EDGE AS PERMITTED BY THIS CODE.
I
I R4501.17.1.14 A WALL OF A DWELLING MAY SERVE AS PART OF THE BARRIER IF IT DOES
I NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE DIRECT ACCESS FROM
I THE HOME TO THE SWIMMING POOL.
I .
I
I R308 GLAZING (FBC 2017-Residential, 6th Edition)
I GLAZING SHALL COMPLY WITH TABLE R308.1(1)
I FBC-R308.3.1 GLAZING IN BOORS OR ENCLOSURES FOR HUT TUBS, WHIRLPOOLS,
1 SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS SHALL BE TESTED IN ACCORDANCE
I WITH CPSC 16 CFR 1201 AND SHALL BE CLASSIFIED AS CATEGORY 11 AS INDICATED IN
�[ORIIJA BUILDING CODE NOTES
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• • • • • • •
FIRE-RESISTANT NOTES (FBC 2017-RESIDENTIAL, 6TH EDITION) •
R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION. . • • • •
• • • • •
OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPAAAfINd:.HE
DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTION R•3.02.5.1
THROUGH R302.5.3.
R302.5.1 OPENING PROTECTION. :000: " • •
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND
RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES
(35 MM) IN THICKNESS, SOLID OR HONEY COMB CORE STEEL DOORS NOT LESS THAN 1 3/8
INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
R302.5.2 DUCT PENETRATION.
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING
THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE
(0.48 MM) SHEET STEEL, 1 INCH (25.4 MM) MINIMUM RIGID NONMETALLIC CLASS 0 OR
CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS
INTO THE GARAGE.
R302.5.3 OTHER PENETRATIONS.
PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE
PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4.
FLAME SPREAD AND SMOKE -DEVELOPED INDEX (FBC 2017-RESIDENTIAL, 6TH EDITION)
R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING
FINISHES.
FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES
SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.
R302.9.1 FLAME SPREAD INDEX.
WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER
THAN 200.
R302.9.2 SMOKE -DEVELOPED INDEX.
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER
THAN 450.
R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION.
FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN
ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5.
R302.10.1 INSULATION.
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND
VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING 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 WHERE TESTED IN ACCORDANCE
WITH ASTM E84 OR UL 723.
R302.10.2 LOOSE -FILL INSULATION.
LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM E84 OR UL
72 APPARATUS A SCREEN R ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE
3 US WITHOUT SC E O
FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION R302,10,1 WHERE TESTED IN
ACCORDANCE WITH CAN/ULC S102.2.
R302.10.3 CELLULOSIC FIBER LOOSE -FILL INSULATION.
CELLULOSIC FIBER LOOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, PARTS
12 9 AND 1404. H PACKAGE OF SUCH INSULATING MATERIAL SHALL BE
0 EACH
CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR, PARTS 1209 AND 1404.
R302.10.4 EXPOSED ATTIC INSULATION.
L FLOORS
EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC T /C F S SHALL HAVE A CRITICAL
RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER.
FIRE BLOCKING DRAFTSTOPPING FBC 2017-RESIDENTIAL 6TH EDITION B G AND DRAFTS O ( )
R302.11 FIREBLOCKING.
IN COMBUSTIBLE CONSTRUCTION, SHALL BE PROVIDED TO CUTOFF BOTH
C LE CONSTRUC ON FIREBLOCKING
VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE
FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE.
FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN ACCORDANCE
WITH SECTIONS R302.11.1 THROUGH R302.11.2
R302.12 DRAFTSTOPPING.
IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND
BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000
SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO
APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR
MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE
PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES:
1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.
2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED
MEMBERS.
R302.12.1 MATERIALS.
DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM
BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS
ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE
FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.
THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED.
R302.14 COMBUSTIBLE INSULATION CLEARANCE.
COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES (76 MM)
FROM RECESSED LUMINAIRES, FAN MOTORS AND OTHER HEAT -PRODUCING DEVICES.
R309.1 FLOOR SURFACE.
GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE
AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE
SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN
VEHICLE ENTRY DOORWAY.
PROTECTION OF WOOD AGAINST DECAY (FBC 2017-RESIDENTIAL, 6TH EDITION)
317.1 LOCATION REQUIRED.
PROTECTION OF WOOD AND WOOD -BASED PRODUCTS FROM DECAY SHALL BE PROVIDED
IN THE LOCATIONS INDICATED THROUGH SECTION R317 BY THE USE OF NATURALLY
DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE
WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.
PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
TERMITES NOTE (FBC 2017-RESIDENTIAL, 6TH EDITION)
R318.1 TERMITE PROTECTION.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, 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. SEE SECTION 202, "REGISTERED
TERMITICIDE." 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 THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES."
ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
Hernan Santarcangelo, Architect
NCARB AR# 96867
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ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
Hernan Santarcangelo, Architect
NCARB AR# 96867
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1800 SW 1st Avenue
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OL F.F.L. FABRICATION.
EGRESS WINDOW DETAIL
SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS
R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES.
EMERGENCY ESCAPE AND RESCUE OPENINGS HALL BE OPERATIONAL FROM THE INSIDE
c s oP to 0
OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW
OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR
USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE
OPENING.
R310.2.1 MINIMUM OPENING AREA.
EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF
NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS
REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE
EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT
OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH
SHALL BE NOT LESS THAN 20 INCHES (508 MM).
R310.2.2 WINDOW SILL HEIGHT.
WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT
SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 MM) ABOVE THE FLOOR;
WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL
IN ACCORDANCE WITH SECTION R310.2.3.
SECTION R311 - MEANS OF EGRESS
R311.2 EGRESS DOOR.
NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE
EGRESS DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE A CLEAR WIDTH OF NOT
LESS THAN 32 INCHES (813 MM) WHERE MEASURED BETWEEN THE FACE OF THE DOOR
AND THE STOP, WITH THE DOOR OPEN 90 DEGREES (1.57 RAD). THE CLEAR HEIGHT OF
THE DOOR OPENING SHALL BE NOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT
MEASURED FROM THE TOP OF THE THRESHOLD TO THE BOTTOM OF THE STOP. OTHER
DOORS SHALL NOT BE REQUIRED TO COMPLY WITH THESE MINIMUM DIMENSIONS.
EGRESS DOORS SHALL BE READILY OPENABLE FROM INSIDE THE DWELLING WITHOUT
THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
SECTIONR312 - GUARDS AND WINDOW FALL PROTECTION
R312.2 WINDOW FALL PROTECTION.
WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS
R312.2.1 AND R3122.2.
R312.2.1 WINDOW SILLS.
IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS
LOCATED LESS THAN 24 INCHES (610 MM).ABOVE THE FINISHED FLOOR AND GREATER
THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON
THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF
THE FOLLOWING:
1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOWA
4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE
OPENING IS IN ITS LARGEST OPENED POSITION.
2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION
DEVICES THAT COMPLY WITH ASTM F2090.
3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL
DEVICES THAT COMPLY WITH SECTION R312.2.2.
4.
R312.2.2 WINDOW OPENING CONTROL DEVICES.
WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. THE WINDOW
OPENING CONTROL DEVICE, AFTER OPERATION TO RELEASE THE CONTROL DEVICE
ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT REDUCE THE NET CLEAR OPENING
AREA OF THE WINDOW UNIT TO LESS THAN THE AREA REQUIRED BY SECTION R310.2.1.
FLORIDA BUILDING CODE - NOTES
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ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
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Miami,
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T 305-374-9084
C 786-302-5236
www.atelierint.com
Hernan Santarcangelo, Architect
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INTERNATIONAL LLC (C) 2018
# DATE
DESCRIPTION
1
ORIGINAL ISSUE
2
3
4
7
8
9
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8-JAN-21
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A-11.pdf
ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
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ORIGINAL ISSUE
2
3
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A-12.pdf
ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
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ORIGINAL ISSUE
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1800 SW 1st Avenue
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ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atelierint.com
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INTERNATIONAL LLC (C) 2018
# DATE
DESCRIPTION
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ORIGINAL ISSUE
2
3
4
7
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8-JAN-21
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A-15
A-15.pdf
WALL/FLOOR FINISH
BACKER BOARD
WALL —
OPT. WATERPROOF MEMBRANE
HOT MOP LA
PROLINE DRAIN ASSEMBLY
REINFORCEDCONCRETE
BASE 02%-4% SLOPE
THINSET
SUB -FLOOR
LEVELING BRACKET SADDLE
CROSS SECTION S1
PROLINE DRAIN WITH HOT MOP PAN LINER
TILE FINISH
11/2TEMPERED G.L ASS (POLISHED EDGES) TILE ON " DUROCK (6' HIGH MIN)
ANNEL
WALL/FLOOR FINISH
BACKER BOARD
STEP OPT. WATERPROOF MEMBRANE SHOWER PAN:
HKzr MOP LAYER ASPHALTUM COATED SHOWER
REINFORCED CONCRETE
BASE WZ-4% SLOPE PAN OVER 1" LAYER OF SAND
OVER 30" ASPHALT SATURATED
FELT (OR EQUAL)
THINSET
SUB -FLOOR
CROS&SECTION S2
PROLINE DRAIN WITH HOT MOP PAN LINER
SHOWER NOTE
SHOWER/BATHTUB COMPARTMENT MUST HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND
NONABSORBENT WATER RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 72• (INCHES) AVOVE THE COMPARTMENT
FLOOR AT THE DRAIN. (TYP.) PER FBC.2014
INSTALLATION FBC. RES 2709
Lining materials shall be sloped one—fourth unit vertical in 12 units horizontal (2% slope) to weep holes in the subdrain
by means of a smooth, solidly formed subbase, shall be property recessed and fastened to approved backing so as not to
occupy the space r used for the wall covering, and shall not be nailed or perforated at any point less ,than 1! above
the finished fhred�.
SHOWER DRAIN DETAIL (TYP) SHOWER PAN DETAIL (TYP
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INTERNATIONAL LLC (c) 2018
# DATE DESCRIPTION
1 ORIGINAL ISSUE
2
3
4
7
8
9
10
Date:
8-JAN-21
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A-16
Mi i Dade County Department of Regulatory and Economic Resources - Job Copy I
A-17.pdf
ATELIER INTERNATIONAL LLC
1800 SW 1st Avenue
Suite 307
Miami,
FL 33129
T 305-374-9084
C 786-302-5236
www.atellerint.com
Hernan Santarcangelo, Architect
NCARB AR# 96867
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WRITTEN CONSENT OF ATELIER
- INTERNATIONAL
LLC (C) 2018
# DATE
DESCRIPTION
1
ORIGINAL ISSUE
2
3
4
7
8
9
10
Date
8-JAN-21
Drawn:
H.S.
Designed by:
H.S.
Checked by
H.S.
SCALE:
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A-17
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STRUCTURAL NOTES CODES: SHOP DRAWINGS AND OTHER SUBMITTALS: MASONRY: WELDED WIRE MESH: ••• •••• • • •
_ WELDED WIRE MESH 'SHALL BE -ASTM -A-185 GRADE 65 FREE FROM OIL
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING CODES 1. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR 1. FOR NON BEARING WALLS ONLY, LAY UP ALL MASONRY UNITS AFTER -
CONCRETE PLACEMENT OF NEXT STORY. SECURE MASONRY TO COLUMNS SCALE, AND RUST, AND SHALL BE PLACED IN `ACCORDANCE WITH THF� ACI-.
GENERAL NOTES: GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY TYPICAL DETAILS. MINIMUM LAP SHALL -BE ONE SPACE PLUSW ' 1
BUILDING CODE : FLORIDA BUILDING CODE 2020, 7TH ED. THE CONTRACT DOCUMENTS: NO DETAILED CHECK OF QUANTITIES OR WITH GALVANIZED DOVETAIL ANCHORS IN EVERY OTHER COURSE (OR Q • • • ••
� i
1. NO DIMENSIONS SHALL BE SCALED FROM DRAWINGS. CONCRETE ACI 318-14 DIMENSIONS WILL BE MADE. ONLY THOSE SUBMITTALS REQUIRED BY THE APPROVED EQUAL): INCHES. ..
- STEEL RISC360-16 CONTRACT DOCUMENTS TO BE SUBMITTED WILL BE REVIEWED. ALL OTHERS
- - A A W A ,
2. GENERAL CONTRACTOR SHALL. CHECK, REVIEW AND VERIFY ALL PLANS, MASONRY ACI 530 13 WILL BE RETURNED WITHOUT COMMENT. 2 CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH CI 530, �� :0•0•
DIMENSIONS AND SITE CONDITIONS PRIOR TO CONSTRUCTION. THE WOOD NDS 2015 "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES
WIND ASCE 7-16 2. BEFORE SUBMITTING THE .FIRST SHOP DRAWING, SUBMIT THE SHOP AND/OR "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION. OF REINFORCING STEEL. CONSULTING ENGINEERS
ENGINEER OF RECORD SHALL BE NOTIFIED IN WRITING OF ANY / » ;••,• �;•,� •,,.' ;...' .
DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE DRAWING SUBMITTAL SCHEDULE, PREPARED BY THE CONTRACTOR TO THE LOAD -BEARING CONCRETE MASONRY N:C.M.A: LAY UP MASONRY UNITS IN
STRUCTURAL. ENGINEER CONSISTENT WITH THE FOLLOWING CRITERIA: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS, FREE FROM : CA # 30228
SPECIFICATIONS, OR ANY VARIATIONS NEEDED IN ORDER TO CONFORM TO RUNNING BOND. LOOSE RUST AND SCALE CONFORMING TO ASTM A615 (S1), Fy=60 KSI, 2420 NE Miami Gardens Dr
THE CODES, RULES AND REGULATIONS. STE 203
A. ALLOW ADEQUATE TIME FOR TRANSIT AND PROCESSING BEFORE U.O.N.. 3. USE CONCRETE- MASONRY UNITS, TO ASTM C90 GRADE Miami, FI.33180
.CONCRETE.
3. ALL REFERENCED STANDARDS REFER TO THE EDITION ENFORCED AT FABRICATION. THE STRUCTURAL ENGINEER WILL REVIEW AN AVERAGE N-1. MINIMUM COMPRESSIVE STRENGTH OF ANY UNIT SHALL BE OF : 305 508 0161
2 ALL REINFORCING SHALL BE DETAILED AND FABRICATED FOLLOWING. P
SUBMITTAL WITHIN 14 CALENDAR DAYS OF RECEIPT BY THEM.: = e: en ineerin en 4build.com
THE TIME THESE PLANS AND SPECIFICATIONS ARE ISSUED FOR BID: 1;900PSI FOR AN f m 1;500 PSI: USE .ONLY MASONRY UNITS THAT AREA THE RE UIREMENTS OF, ACI 315. PLACING OF `REBARS SHALL CONFORM g g@ g
1. ALL REINFORCED CONCRETE DESIGN _SHALL BE IN ACCORDANCE WITH Q
„ >, MINIMUM OF 50% SOLID w: eng4bulld.com
BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI-318 . B. SCHEDULE AND SUBMIT SHOP DRAWINGS FOR SPECIFIC COMPONENTS,TO CRSI RECOMMENDED PRACTICES FOR PLACING' REINFORCING BARS".
4. THESE NOTES SHALL. BE USED IN CONJUNCTION WITH THE ( )
SPECIFICATIONSI SUCH A COLUMNS, FOOTINGS, ETC., IN THEIR ENTIRETY. SHOP DRAWINGS SUBMIT SHOP DRAWINGS. ISSUED BY THE ARCHITECT: 4. TEST ONE SET OF MASONRY UNITS IN ADVANCE OF :BEGINNING SEAL:
2. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH FOR SIMILAR FLOORS SHALL BE SUBMITTED IN THE SAME PACKAGE.
„ „ OPERATIONS AND ONE SET DURING CONSTRUCTION FOR EACH 5,000 SQFT
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI-301 . SUBMIT SHOP DRAWINGS IN A TIMELY MANNER CONSISTENT WITH THE 3. MINIMUM CONCRETE COVER ON REINFORCING STEEL FOR VALID ONLY WITH
5. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ( ) OF WALL AREA. SAMPLE FROM ACTUAL FIELD UNITS.
ABOVE: NON -PRESTRESSED CONCRETE SHALL BE AS `FOLLOWS, U.O.N.
ARCHITECTURAL, AIR CONDITIONING, MECHANICAL AND ELECTRICAL PE SEAL & SIGN.
3. CONCRETE STRENGTH AT 28 DAYS SHALL BE 3 000 PSI. MODULUS OF „ •�
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS � 5. USE TYPE M 2 800 PSI MORTAR IN ACCORDANCE WITH ASTM C270 - VALID FOR 1 PERMIT ONLY.
RECESSES OPENINGS REGLETS BOLT SETTINGS SLEEVES ETC. ELASTICITY OF CONCRETE MIX SHALL BE NOT LESS THAN 57,000 of C. 3. REVIEW OF SHOP DRAWINGS IS LIMITED TO TWO (2) REVIEWS PER »
( ) MINIMUM 'COVER ,
> USE 3/8 FULL -BEDDED JOINTS. FOR ALL MASONRY `.UNITS.. REMOVE
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SUBMITTAL WITHIN THE SCOPE OF BASIC SERVICES (I.E., INITIAL A CAVITIES THAT ARE TO E REINFORCED " M• F °° MORTAR PROTRUDING INTO CELL C ITIE T E B RE E CAST AGAINST AND PERMANENTLY 3
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 4. MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL SUBMITTAL REVIEW AND ONE RESUBMITTAL, IF NECESSARY). REVIEW OF A A AR 0 U F '•�C
PRIOR TO .COMMENCEMENT OF ANY CONCRETE WORK. ND GROUTED. ALLOW MIN: OF 24 HRS FOR MOAT T C RE BE ORE EXPOSED TO EARTH. ,.;:��cENsF •�
ADDITIONAL RESUBMITTALS WILL BE CONSIDERED ADDITIONAL SERVICES, PLACING GROUT.•e
Digitally signed by Andres M Felicia yf.
6. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE FOR WHICH THE GENERAL CONTRACTOR MAY BE HELD RESPONSIBLE. -
EXPOSED TO EARTH OR WEATHER. DN. c=US o=en ineerin for build - No. 75404
ENGINEER FOR APPROVAL BEFORE FABRICATION OR ERECTION OF ANY 5. NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL ADDITIONAL SERVICES COMPENSATION TO THE ENGINEER WILL BE IN _ 9 g -
6. USE ALL GROUT CONFORMING TO ASTM C 476 WITH A MIN. No. ` 5 AND SMALLER BARS 1 1 2 dnQualifier=AO1410C000001791 ;. 3B = ;
STRUCTURAL SYSTEM. OF THE ENGINEER. ACCORDANCE WITH THE TERMS OF .THE ARCHITECT -ENGINEER AGREEMENT COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS, TESTED IN / _ FOR THIS PROJECT. ACCORDANCE A T C MAX. AGGREGATE SIZE OF 3 8" AND No. 6 AND LARGER BARS 2 69000005CBC, cn-Andres M Feliano 4®
WITH ASTM 39, /.�: k/®
7. GENERAL CONTRACTOR SHALL RESTRICT AND PROPERLY ISOLATE ALL 6. FORM WORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR „ Date:2021.06.11 09:30:4 0 0 00 °. ATE OF
SLUMP OF 8 TO 10 . TEST SAMPLE FOR COMPRESSIVE STRENGTH TEST .•
CONSTRUCTION EQUIPMENT AND LOADS FROM INCLUDING OR CONCRETE FORM WORK" (ACI-347R). 4. ALL .SUBMITTALS SHALL BE. ACCOMPANIED BY A LETTER OF NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: � . T ORION-
TRANSMITTING. VIBRATIONS TO THE STRUCTURE DURING CONSTRUCTION. TRANSMITTAL. DO NO COMBINE DIFFERENT SUBMITTAL ON THE SAME
EVERY 30 YARDS OR EACH DAYS GROUTING. 2,500 PSI PUMP MIX READY ROOF SLAB 1" �ii '"
7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR SAFE TRANSMITTAL. MIX CONCRETE MADE WITH MAX. 3/8" AGGREGATE AND MAX. 9" SLUMP STRUCTURAL SLABS AND WALLS
1S AN ACCEPTED ALTERNATE. TESTS SHALL BE TAKING EVERY 30 CUBIC .
8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL ADEQUATE SHORING, RE -SHORING, _BRACING AND FORM WORK. GENERAL BEAMS AND COLUMNS (PRIMARY REINFORCEMENT;
GROUTING. n .YARD AT A MINIMUM OF EACH :DAYSAndres M. Feliciano
ACCUMULATED WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS CONTRACTOR SHALL CONTRACT A STATE OF FLORIDA REGISTERED 5. ALL SHOP DRAWINGS MUST BEAR EVIDENCE OF THE CONTRACTORSTIES, STIRRUPS AND SPIRALS 1 1 2 TO TIES
/ ( ) FI Re P.E. # 75404
IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND ENGINEER TO :PREPARE SHORING AND RE SHORING PLANS TO BE APPROVAL- PRIOR TO SUBMITTING TO THE A/E. SLABS ON GRADE 1 1 2 g
DAMAGE TO THE STRUCTURAL ELEMENTS: SUBMITTED TO THE ENFORCEMENT AGENCY FOR RECORD. KEEPING.
7. USE STANDARD No. 9 GAGE LADDER :TYPE MASONRY REINFORCING IN /
EVERY OTHER COURSE (U.O.N.). USE PREFABRICATED CORNERS AND 'TEES
6. SUBMIT ONE REPRODUCIBLE AND TWO BLUELINE PRINTS TO THE 4. NO DEVIATION.. FROM THE -STRUCTURAL':PLANS :SHALL BE PERMITTED
AT WALL INTERSECTIONS. OVERLAP DISCONTINUOUS ENDS A MIN. OF 12".
9. WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO 8. THE OWNER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY ARCHITECT ENGINEER WILL RETURN THE REPRODUCIBLE AND RETAINWITHOUT THE EXPRESS WRITTEN CONSENT OF THE STRUCTURAL ENGINEER:
AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES APPROVED BY THE ENGINEER TO PERFORM CONCRETE CYLINDER TEST AS HORIZONTAL REINFORCING SHALL CONFORM TO ASTM A-82
BLUELINES AFTER. REVIEW. ALL REINFORCING DETAILS SHALL BE SUBMITTED TO THE .ENGINEER FOR
DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE FOLLOW: FOUR CYLINDER TEST FOR ANY 50 CUBIC YARDS OF CONCRETE HIS APPROVAL
5 FTSFF
ATTENTION OF THE ARCHITECT ENGINEER. ANY DAMAGE TO EXISTING
/
POURED OR THREE CYLINDER TEST PER ANY DAYS POUR LESS THAN 50
�
7. ALL CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS MUST BE
8. USE GROUTED CELLS WITH: REINFORCING AS INDICATED. INTERSECTIONS,
'
UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE
CUBIC YARDS.
CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS
EACH SIDE OF OPENINGS IN THE WALL AND AT THEENDS OF WALLS USE
5. ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING
ARCHITECT/ENGINEER.
MUST BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL.
1 #6 IN FILLED CELL (U.O.N.).
CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED
9. TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE
ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING
BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS.
10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS
SHALL COMPLY WITH ACI 301.
THE RE -SUBMITTAL.
9, USE BAR SPACERS IN EVERY_6TH COURSE WHERE CELLS ARE TO BE
CONSTRUCTION DOCUMENTS WITH ANY REVISED DRAWINGS AND
GROUTED.
SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATION
THE SLAB DING 1 3
10. NO PIPES OR CONDUITS EXCEEDING / K ESS IN
THICKNESS
8. DO NOT REPRODUCE STRUCTURAL CONTRACT DOCUMENTS FOR
' 6. BARS SUPPORTS SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE:
K
SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION.
OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE STRUCTURAL CONCRETE
.THE
USE AS SHOP DRAWINGS.
10. PROVIDE CLEANOUT OPENINGS FOR EACH GROUTED CELL.
"DONUT"
LEGS OF FOUNDATIONS ,CHAIRS SHALL BE GALVANIZED. PLASTIC DONUT
FLOOR OR ROOF WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
SPACERS WILL BE REQUIRED FOR STEEL AGAINST FORM IN CONCRETE
11. "BY OTHERS" DENOTES LABOR. AND MATERIALS BY OTHERS. HOWEVER
WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO
9. -SHOP DRAWINGS NOT MEETING THE .ABOVE CRITERIA OR SUBMITTED
11. USE ATM A-615 GRADE 60 REINFORCING STEEL.
BEAMS &WALLS IF FIELD CONDITIONS WARRANT.
THE GENERAL CONTRACTOR SHALL PROVIDE `COORDINATION AND FREE..
CLOSER THAN THREE DIAMETER 0 C AND SHALL BE LOCATED SO A
/ SNOT
AFTER. FABRICATION WILL NOT BE REVIEWED:
� ,.
NOT
ACCESS FOR THE WORK. REFER TO SPECIALTY ENGINEERING NOTES.
TO IMPAIR T STRENGTH OF THE STRUCTURE. JUNCTION BOXES
HE MAY Y BE
12IN HIGH -LIFT GROUTING USE A MAX. LIFT OF 4 -0 WITH LESS
7. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A185 AND IT SHALL
PLACED IN STRUCTURAL CONCRETE SLABS BUT SHALL NOT EXCEED
10. FOR ADDITIONAL CRITERIA APPLICABLE TO SHOP DRAWINGS REQUIRING
THAN. 30 MINUTES NOR MORE THAT ONE HR ,BETWEEN LIFTS: VIBRATE
BE SUPPORTED ON SLAB BOLSTERS. USE FLAT SHEETS ONLY.
;, -
12. N.I.C. DENOTES NOT IN CONTRACT: THE. OWNER SHALL. BE
„
P B SEPARATED
4Y2 x4Y2 x3Y2 IN DEPTH, AND SHALL E FROM -OTHER
ENGINEERING INPUT BY A SPECIALTY ENGINEER, SEE. SPECIALTY. ENGINEER
ENGI ER IN ER
EACH LIFT AND RECONSOLIDATE PREVIOUS LIFT AFTER PLACING NEXT.
RESPONSIBLE FOR COORDINATING A TIME SCHEDULE OF THE BASE
JUNCTION BOXES BY NOT LESS THAN 8".
NOTES.
13. REINFORCED MASONRY WALL CONSTRUCTION SHALL BE INSPECTED BY
8. REINFORCING IS DENOTED ON PLANS THUS:
CONTRACT WITH THE "N.I.C.".
A STATE OF FLORIDA CERTIFIED ENGINEER OR ARCHITECT IN ACCORDANCE
BOTTOM BARS ----------
TOP BARS
B 11. NO WATER SHALL E ADDED TO THE CONCRETE AT THE JOB SITE.
SPECIALTY DELEGATED ENGINEERING NOTES:
WITH ACI. -
------------
13. TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY
FOR SIZE AND SPACING OF REINFORCING SEE PLANS, SCHEDULES AND
UNLESS SPECIFICALLY NOTED OTHERWISE. CONSTRUCTION DETAILS AND
12. ALL PLUMBING & ELECTRICAL SLOTS SHALL BE FILLED WITH
14. WHERE ANCHORS BOLTS ARE SET IN MASONRY WALL, FILL BLOCKS
DETAILS:
SECTIONS: NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO
CONCRETE' TO THE TOP OF THE FLOOR SLAB AFTER PIPING OR CONDUIT
1. SPECIALTY DELEGATED_ ENGINEER.
CELLS WITH GROUT FOR BOLTED COURSE, ONE COURSE ABOVE AND TWO
;
"CONTINUOUS"
DETAILS AND SECTIONS .SHOWN OR NOTED FOR SIMILAR- CONDITIONS.
IS INSTALLED.
COURSES BELLOW ANCHOR ELEVATION.
9: ALL REINFORCING BARS MARKED :.SHALL BE LAPPED AT
A. DEFINITION: A FLORIDA REGISTERED PROFESSIONAL ENGINEER, NOT THE
SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP
14. THE GENERAL. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR: ALL
13. ALL. BEAMS, SPANDREL -BEAMS &FLOOR SLABS, SHALL BE PLACED
STRUCTURAL ENGINEER OF RECORD, WHO SPECIALIZES INAND WHO
W '
-
15. USE PRESSURE-TRATED WOOD FOR ALL WOOD IN CONTACT WITH
BARS AT CENTER BETWEEN 'SUPPORTS AS REQUIRED: TERMINATE
EXCAVATION PROCEDURES INCLUDING .LAGGING, SHORING, AND PROTECTION
MONOLITHICALLY AND THE FLOOR SLAB- FINISHED AS REQUIRED ON THE
UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURAL
MASONRY.
CONTINUOUS BARS AT NOT -CONTINUOUS .ENDS WITH STANDARD.. HOOKS.
OF ADJACENT PROPERLY, STRUCTURES, STREETS AND UTILITIES IN
SPECIFICATIONS.
SYSTEM INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS
U.O.N.
ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
PROJECT.
-
16. PROVIDE LINTELS OR HEADERS OVER ALL MASONRY OPENINGS NOT
14. VERTICAL CONSTRUCTION JOINTS USING APPROVED BULKHEADS MAY
„
FLUSH WITH STRUCTURAL FRAME. LINTELS OR HEADERS TO BEAR MIN. 8
10. ALL WALLS AND COLUMNS SHALL BE DOWELED INTO <FOOTINGS,
15. BACK FILL AROUND THE EXTERIOR PERIMETER OF WALL SHALL NOT
BE MADE AT CENTER OF BEAM OR SLAB SPANS WHERE STOP IN
B. SHALL BE:
WALLS, BEAMS, OR SLABS WITH BARS OF THE SAME , SIZE < AND SPACING
BE PLACED. UNTIL AFTER THE WALLS ARE SUPPORTED BY THE
- CONCRETE WORK IS NECESSARY: FOR ADDITIONAL REINFORCING- AT
- AN EMPLOYEE OR OFFICER OF A FABRICATOR.
SIDE OF OPENING.
EACH - - -
AS THE. BARS ABOVE: USE A (36) BAR DIAMETER LAP EXCEPT" WHERE
COMPLETION OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BACK
CONSTRUCTION JOINTS SEE DETAILS. ANY OTHER CONSTRUCTION JOINT
- AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO.
SPECIFICALLY INDICATED OTHERWISE.
E
FILL UNTIL (7) DAYS AS A MINIMUM AFTER THE COMPLETION OF INTERIOR
REQUESTED BY THE GENERAL CONTRACTOR SHALL BE SHOWN ON THE
A FABRICATOR.
17. ALL BEAMS NOT SCHEDULED ARE TIE BEAMS AND SHALL BE 8x12
.
FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED. BACK FILL
SHOP DRAWINGS FOR THE ENGINEER REVIEW.
- AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS
MIN. WITH 2 5 LONGITUDINAL BARS TOP AND BOTTOM AND 3 TIES_ � 12"
# #
11. VERTICAL WALLS BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES,
SHALL NOT BE PLACED UNTIL AFTER ` COMPLETION AND INSPECTION OF
SUPPLIER.
O.C. MAX. AND AT CORNERS USE 2#5 TOP AND BOTTOM CORNERS BARS
SPLICE BARS IN SPANDRELS, WALLS, BEAMS, GRADE BEAMS, ETC.,
WATERPROOFING WHERE WATERPROOFING OCCURS.
15. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING.
WITH 30 LEGS.
(U.O.N.) AS FOLLOW;. TOP BARS AT CENTER LINE SPAN, BOTTOM BARS
2. SUBMISSIONS AND RE -SUBMISSIONS FOR CUSTOM DESIGNED,
AT THE SUPPORT.
16. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD
16. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL
MANUFACTURES OR FABRICATED LOAD -CARRYING ITEMS AND CUSTOM
18. ALL COLUMNS NOT SCHEDULE ARE TIE COLUMNS AND SHALL BE
ALL OF THE STRUCTURE 1N PLACE -UNTIL FINAL SUPPORT IS
AS IN WALLS COLUMNS SO AS TO CAUSE SEGREGATION OF
( � )
FABRICATED. ITEMS WHICH ARE REQUIRED BY CODES OR STANDARDS TO
8 x12 MIN. WITH 4#5 VERTICAL BARS AND #3 TIES @ 8 O.C.
.COMPONENTS
SECURELY ANCHORED.
AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTHS
RESIST FORCES AND STRESSES, INCLUDING THEIR CONNECTIONS,
._ .
SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED
ANCHORAGES AND ATTACHMENTS REQUIRE A SPECIALTY ENGINEER.
19. PROVIDE 48 TIMES BAR DIAMETER TO VERTICAL REINFORCING SPLICE
E q
IN CMU WALLS
17. THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT
AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER,
.TIED
, AND -A UICNT MBER- SHLL BE USED TO ENSI NUURE THE -
CONCRETE IS BEING KEPT LEVEL AT ALL TIMES.
3: THE FOLLOWING SYSTEM AND COMPONENTS, AS A MINIMUM, REQUIRE
NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR
FABRICATION AND ERECTION DRAWINGS WITH INPUT BY SPECIALTY
20. EXISTING 8" MASONRY WALLS TO BE RAISED MUST BE REINFORCED
INDICATED ON THESE DRAWINGS: ALL MATERIALS SHALL BE NEW
ENGINEER:
W/1#5 @ 32" O/C MAX. (UNLESS OTHER .NOTICE)..
MATERIALS AND WORKMANSHIP SHALL BE OF GOOD QUALITY. ALL
- RAILINGS, EXTERIOR DOORS AND WINDOWS, SHORING AND - RESHORING.
WORKMEN AND SUBCONTRACTORS SHALL BE SKILLED IN THEIR TRADE.
- STEEL STAIRS, STAIRS PRECAST CONC. .
21. NEW 8" AND 10" MASONRY WALLS MUST BE REINFORCED W/1 #5
SOIL STATEMENT
® 32" O/C MAX. (UNLESS NOTICE).
18. THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK,
BASED ON VISUAL INSPECTION AT THE JOB SITE, THE FOUNDATIONS HAVE
4. FOR EACH CATEGORY OF SHOP DRAWINGS REQUIRING INPUT FROM A
SPECIALTY ENGINEER, THE CONTRACTOR SHALL ATTACH TO THE FIRST
.OTHER
ADJACENT PROPERTY AND THE PUBLIC, AND BE RESPONSIBLE FOR
BEEN DESIGNED FOR AN ALLOWABLE (WELL COMPACTED SAND/GRAVEL)
SHOP DRAWING SUBMITTAL A SIGNED AND SEALED LETTER. FROM THE
22• PROVIDE 20 GAGE HOT DIPPED GALVANIZED DOVETAIL ANCHORS
DAMAGE OR INJURY DUE TO HIS ACT OR NEGLECT:
BEARING CAPACITY OF 2,000 P.S:F
RESPONSIBLE SPECIALTY ENGINEER STATING, I CERTIFY THAT THE DESIGN
SLOTS VERTICALLY IN STRUCTURAL COLUMNS AND TIE COLUMNS NOT
19. THE PREMISES SHALL BE KEPT FREE R ACCUMULATION OF WASTE
E EE FROM L N
AT THE TIME OF CONSTRUCTION, THE ENGINEER SHALL SUBMIT TO THE
AND DRAFTING OF THE SHOP DRAWINGS WHICH ARE SIGNED AND SEALED
PLACED INTEGRALLY WITH CMU WALLS THAT ARE ABUTTED BY NON -LOAD
BEARING MASONRY WALLS CMU UNITS SHALL BE INTO COLUMNS
MATERIALS,AND DEBRIS AND AT THE N 0 THE JOB THE
H END F E
BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN
BY ME .WERE PREPARED UNDER MY DIRECT SUPERVISION AND CONTROL
„ ,, "
WITH 1 x8 x16 GAGE CORRUGATED HOT DIPPED GALVANIZED DOVETAIL
CONTRACTOR SHALL REMOVE ALL RUBBISH- SURPLUS MATERIALS AND-
'
OBSERVED & CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
AND TO THE BEST F P DRAWING COMPLY WITH
0 MY KNOWLEDGE THE SHOP S
ANCHORS.
.TOOLS AND LEAVE THE BUILDING BROOM. CLEAN.
DESIGNED IS BASED.
THE APPLICABLE MINIMUM BUILDING CODES AND THE CONTRACT
DOCUMENTS.,,
20. JOB SITE VISITS BY THE ENGINEER- DO NOT CONSTITUTE AN OFFICIAL
INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. "THRESHOLD"
5. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND
STEEL NOTES:
STRUCTURAL S E
INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT SHALL
APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS
BE UNDER A SEPARATE CONTRACT.
AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION.
1. THE MATERIAL FABRICATION AND ERECTION OF STRUCTURAL STEEL
CONCRETE SLAB ON FILL:
CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCTS
SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN FABRICATION:
'
21. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE
UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED.
AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 13TH EDITION,. BY
SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE
A A
1. SELECTED FILL MATERIALS SHALL BE CLEAN CRUSHED LIMESTONE (3
6. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL,
THE AMERICAN
'CONSTRUCTION.
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT
MAXIMUM PARTICLE) OR CLEAN .FINE SAND. THE FILL PLACEMENT SHOULD
DATE AND SIGNATURE OF THE SPECIALTY ENGINEER. COMPUTER
INSTITUTE OF STEEL
ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST
STRUCTURAL DRAWINGS.
OCCUR IN THE DRY AND COMPACTED TO A MINIMUM OF 95% OF THE
PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL' COMPUTATION
2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE 'FOLLOWING.
.
MODIFIED PROCTOR MAXIMUM DRY DENSITY ASTM D-1557 . FOLLOW SOIL
( )
PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE
ROLLED SHAPES=----------ASTM A992
22. THE CONTRACTOR SHALL SUPPLY
R LL P LY THE: ENGINEER WITH SEPIA
LAB RECOMMENDATION FOR THE METHODS AND PROCEDURES. ALL FILL
R L LL
INFORMATION TO PERMIT THEIR .PROPER EVALUATION. SUCH DESCRIPTIVE.
PLATES AND BARS___-_____ ASTM 'A36
COPY AND FOUR BLUE LINE COPIES F SHOP DRAWINGS A MINIM OF
WORK SHALL BE SUPERVISED BY A SOIL LAB REPRESENTATIVE. ALL TOP
INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE
EEL TUBING ASTM A500 GR.B
tvt,.
TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY
SOIL SHALL BE REMOVED BEFORE STARTING FILLING OPERATIONS.
SPECIALTY ENGINEER AS AN INDICATION THAT HE HAS ACCEPTED
STEEL PIPE - ASTM A53 GR.B
D
IG DEPT.
THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL
RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE
ANCHOR BOLTS ASTM A307
RA
DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN
2. SLABS ON GRADE SHALL BE PLACED OVER 6 MIL VISQUEEN OR
AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND
BOLTS- ----- T
HIGH STRENGTH BOLTS_______AS M A325
. FC'r+.+RAL CTIOM
ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER
ENGINEER -APPROVED EQUIVALENT.
SEALED BLUELINE PRINT FOR RECORDS:
THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS.
3. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE "SHOP.
3. WELDED WIRE FABRIC SHALL CONFORM WITH .ASTM A 185-79
7. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION
STANDARD SPECIFICATIONS FOR WELDED WIRE FABRIC FOR CONCRETE
AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR
4. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH
-1y
DESIGN LOADS:
REINFORCEMENT.
STRUCTURAL STEEL ERECTION DRAWINGS) AND .REQUIRING NO
DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N
ENGINEERING INPUT DO NOT REQUIRE THE SEAL OF A SPECIALTY
BOLTS
THE STRUCTURAL FRAMING WAS DESIGNED USING THE FOLLOWING
4. WELDED WIRE FABRIC SHALL BE SUPPORTED ON SLAB BOLSTERS OR
ENGINEER.
WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE
Y ;d
SUPERIMPOSED LOADS. DESIGN WIND LOADS WERE DETERMINED IN
„
CONCRETE BLOCKS SPACED NO FURTHER THAN 3 -O O.C.
TIGHTENED
ACCORDANCE WITH F.B.0 2,020, 7TH ED. AND -ASCE 7-16.
8. CATALOG INFORMATION ON STANDARD- PRODUCTS -DOES NOT REQUIRE
IN ACCORDANCE .WITH THE TURN -OF -THE -NUT METHOD..
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THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MD AF
ROOF:
5. SAW -CUT CONTROL JOINTS SHALL BE
SAWED AS SOON AS THE
THE SEAL OF A SPECIALTY ENGINEER.
CONCRETE IS HARD ENOUGH NOT TO BE
WORN OR DAMAGED BY THE
5. WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE
DEAD LOAD 25 PSF
BLADE.
9. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS
MOST
LIVE LOAD 30 PSF
LIMITED TO VERIFYING THE FOLLOWING:
RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING ,
6. COLUMNS,BEAMS AND WALLS OR ANY
OTHER STRUCTURAL MEMBER
( SMAW
WIND:
PENETRATING SLABS ON FILL SHALL BE
ISOLATED BY PREMOLDED JOINT
A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.
SHALL USE E70XX LOW -HYDROGEN ELECTRODES
WIND VELOCITY 175 MPH
Kd 0.85 FILLER (1 /2" THICK) COMPLYING WITH ASTM 01752, TYPE 1. DRAWINGS
IMPORTANCE FACTOR 1.0
GCPI f 0:18 AND FILLER AND SEALANT MATERIALS SHALL FOLLOW SPECIFICATIONS.
B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED .AND SEALED
6. ALL STEEL SHALL RECEIVE SHOP. AND FIELD, TOUCH-UP. COATS OF
EXPOSURE CATEGORY D
BY THE SPECIALTY ENGINEER.
PAINT IN
7. JOINTS SHALL BE SEALED WHERE INDICATED BY THE ARCHITECTURAL.
ACCORDANCE WITH SSPC SPECIFICATIONS:
C. THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN INTENT
AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED
7. CONTRACTOR OR FABRICATOR SHALL PROVIDE ALL TEMPORARY
CHECK OF CALCULATIONS WILL BE MADE.)
BRACING
NECESSARY TO INSURE A STABLE STRUCTURE JURING CONSTRUCTION.
D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL
SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO
DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE:)
10. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE
Mia
' Dade County Department of
Regulatory . and Economic Resources - Job CopY
REVIEWED.
0921017036 9/3/2021 1:20:03 PM
S-l.pdf
••• • • • • • • • •
1 2 3 4 5 6 7 8 9
EXISTING ASPHALT 1 " PLAN NOTES:
WA 8 6 8 8 8 9
6'-11" 25' 2" - • ,
1. COORDINATE W/ ARCHITECTURE ALL DLMENSIONS.' ..' :...:. �►�
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i COLUMN COLUMN COLUMN _ I CONTROL REQUIREMENTS. CA # 30228
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LEGEND
INDICATES EXISTING CONCRETE
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INDICATES EXISTING 8" Digitally.
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SHALL BE NOTIFIED TO THE
AOR/EOR IN CASE OF ANY
DISCREPANCIES WITH THE PLANS
PRIOR TO BEGIN ANY WORK
EXISTING CONCRETE SLAB TO
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SEAL:
VALID ONLY WITH
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VALID FOR (1) PERMIT ONLY.
igned by Andre
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SLAB SCHEDULE
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THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL'
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by.
MD AF
0921017036 9/3/2021 1:20:03 PM
S-2.pdf
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LEGEND ...........
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INDICATES EXISTING CONCRETE
FOUNDATION«Tt7,REM�I�V'; ,'•', ."
INDICATES N �(�G�0J1CI ',..' +..
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QINDICATES
NEW WINDOWS AND
DOORS OPENING.
INDICATES EXISTING WINDo itally signe
AND DOORS OPENING.
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SHALL BE NOTIFIED TO TH
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EXISTING CONCRETE SLAB TODate:2021.
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CONSULTING ENGINEERS
CA # 30228'
2420 NE Miami Gardens Dr.,
STE 203
Miami, FI. 33180
p: 305 508 0161
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w: eng4build.com
SEAL:
VALID ONLY WITH
PE SEAL & SIGN.
VALID FOR (1) PERMIT ONLY.
JI by Andre ®®®,,�a
Felicia
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build No. 75404
14100000
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THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY ;
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL'
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MID AF
COLUMN SCHEDULE
00
FC
MASONRY CONCRETE 1#5@32" O.C. MAX. (U.O.N.) FILL CELL
FOR STEM WALLS SEE SECTIONS 1 #5@24" O.C. MAX.
I FILLED HOLE:
EXIST. CONC. • ! • 1! : I
FOOTING SCHEDULE
SIZE
REINFORCING
MARK
TIES
NOTES
WIDTHxLENGTH
HEIGHT
BOTTOM
TOP
WF-16
16"
12"
2#5 CONT.
TRANSVERSAL
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EXIST. CONT. FOOTING
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WF 16
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2#5 CONT. ;
TRANSVERSAL
___
NEW
#5@12" O/C MAX
TIE .BEAM • •
(V.I.F) �CONSULTING
6
•
MESH CA # 30228
EXIST. 2420 NE Miami Gardens Dr.,
CONC. SLAB NEW CONE. SLAB STE 203_
PER PLAN
Miami, FL 33180
p' 305 508 0461
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\\\ \\\\\\\\ j\\\\� VALID FOR (1) PERMIT ONLY.
❑❑ ❑ ❑= Digitally signed by Andre
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bU I I d : , No. 75404
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REVISION
No.
DATE
THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project rn,o.
2137
drawn by checked by
MD AF
WALL OPENING
TYPICAL REINFORCED MASONRY DETAIL N.T.S. ,
N.T.S.
DOWELS EXTEND 30"
NOTES
FROM FOUNDATION
1) PROVIDE #9 GA. LADDER TYPE HORIZON. REINF. AT 16 O.C. MAX. LAP AT WALL INTERSECTION
WITH „T" AND „L" CORNER SECTIONS.
2) 8„ CONC. MASONRY BLOCK WALLS W/ REINFORCING AS PER STRUCT. DWG's
3) FOR ADDITIONAL APPLICABLE REINFORCED MANSORY NOTES SEE SHEET-
4) LEGEND: LOAD BEARING REINFOECED MASONRY BLOCK WALL
CLEANOUTS TO BE SEALED AFTER
INSPECTION REQUIRED AT ALL CELLS
IF POURED IN LIFTS EXCEEDING 2' — 0"
REINFORCED MASONRY DETAIL (TYP.)
CMU WALL REINFORCING DETAIL (TYP.) N.T.S.;
N.T.S.
Miam' Dade County Department of Regulatory and Economic Resources Job Copy
0921017036 - 9/3/2021 1:20:03 PM
S-4.P df _
UNDER SEPARATE
PERMIT (BY OTHERS) PE SEAL & SIGN.
VALID FOR (1) PERMIT ONLY.
"ttttt��
Digitally signed by Andre M M. F a
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DATE
THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MD AF
0921017036 - 9/3/2021 1:20:03 PM
S-S.pdf
ELECTRICAL GENERAL NOTES:
(Not all notes are applicable)
1. PROVIDE ALL FINAL CONNECTIONS TO ALL EQUIPMENT AND
APPLIANCES.
2. PROVIDE ALL A/C CONTROL AS REQUIRED BY A/C DRAWINGS OR
MANUFACTURER DIAGRAMS.
3. ALL LAVATORIES AND KITCHEN RECEPTACLES SHALL BE GFCI TYPE.'
4. TERRACE RECEPTACLES TO BE GFCI AND WEATHER PROOF.
5. COORDINATE LOCATION OF ALL DISCONNECT SWITCHES WITH OTHER
TRADES TO ALLOW N.E.C. REQUIREMENT CLEARANCE.
6. CIRCUITS WIRING REQUIRED TO BE AS FOLLOWS: 120V-2 WIRE
(L-N); 120/240V - 3 WIRE )LL-N); 240V-2 WIRE (LL). WHEN
EQUIPMENT GROUND IS REQUIRED INCREASE CONDUIT SIZE AS
REQUIRED.
7. ALL WIRING TO BE COPPER. THHN/THWN TYPE RUN IN CONDUIT.
(METALLIC TYPE EMT). ROMEX IS ACCEPTABLE WHERE PERMITTED BY
LOCAL CODE AND ACCEPTABLE TO OWNER.
8. COORDINATE LOCATION OF AIR CONDITIONER (INDOOR UNIT)
DISCONNECT SWITCH WITH A/C CONTRACTOR TO KEEP N.E.C.
REQUIRED CLEARANCE.
9. MINIMUM WIRE SIZE SHALL BE #12 WITH THE EXCEPTION OF 15A
GENERAL LTG. AND RECEPTACLE BRANCH CIRCUITS WHICH ARE #14.
10. CONDUIT IN FINISHED AREAS SHALL BE CONCEALED.
11. CONDUIT IN UNFINISHED AREAS SHALL ,BE EXPOSED.
12. FUSES SHALL BE DUAL ELEMENT, TIME DELAY TIME.
13. INSTALL NYLON PULL STRING IN ALL EMPTY CONDUITSFOR
FUTURE USE.
14. ALL MATERIALS SHALL BE U.L. APPROVED.
15. WORKMANSHIP SHALL BE TO BEST COMMERCIAL PRACTICE.
16. ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE, LATEST EDITION (NEC 2017) AND THE
LATEST EDITIONS OF ALL LOCAL CODES, (FLORIDA BUILDING CODE
2020,' 7TH ED.) RULES, AND ORDINANCES HAVING JURISDICTION.
17. RECESSED LIGHT FIXTURES OVER BATHTUB OR SHOWER SHALL BE
COMPLETELY ENCLOSED AND VAPOR PROOF SUITABLE FOR WET
LOCATIONS.
18. ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN
ACCORDANCE WITH THE CEILING SYSTEM MANUFACTURER
RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS.
19. RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY
BEND REQUIRED FOR THE INSTALLATION.
20. THIS DRAWINGS IS A GUIDE FOR THE INSTALLATION OF
ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE
TO PROVIDE A FUNCTIONING SYSTEM.
21. A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED
ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWINGS. CONTRACTOR
IS RESPONSIBLE FOR PROVIDING ALL WIRING; BREAKER`, AND _FUSES
SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE
REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS
WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE.
CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA
COST.
22. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER
TRADES IN ORDER TO FURNISH AND INSTALL ALL CONTROL WIRING
NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT.
ELECTRICAL SYMBOLS LEGEND:
SYMBOL
DESCRIPTION
$
SINGLE POLE TOGGLE SWITCH 2OA, 120V
MOUNTED 48" A.F.F.
s
3-WAY TOGGLE SWITCH 2OA, 120V
MOUNTED 48" A.F.F.
DUPLEX RECEPTACLE WALL MOUNTED
(Tamper Resistant)
DUPLEX RECEPTACLE FLOOR/CEILING
MOUNTED
DUPLEX RECEPTACLE WITH GROUND
Ge'
FAULT INTERRUPTING DEVICE
DUPLEX SPECIAL PURPOSE OUTLET
TELEVISION/COAXIAL CABLE OUTLET
E L[:] [�-.M
ELECTRICAL METER/DISCONNECTIVE/PANEL
O
RECESSED LIGHT FIXTURES
V.P.
VAPOR PROOF.
®
SMOKE DETECTORS OUTSIDE THE SLEEPING
QUARTERS SHALL BE A CARBON MONOXIDE /
SMOKE DETECTOR COMBO AND ALL SMOKE
DETECTORS SHALL BE 110 V, INTERCONNECTED
WITH BATTERY BACK-UP. ALL SMOKE DETECTORS
SHALL BE MOUNTED 3'-0" AWAY FROM A/C
DIFFUSER & 4" TO 12" BELOW CEILING ON WALL.
TAMPER -RESISTANT RECEPTACLES
AS PER NEC 406.12
TAMPER -RESISTANT RECEPTACLES IN DWELLING UNITS. ALL
NONLOCKING TYPE 15A AND 20A, 125V RECEPTACLES IN THE
FOLLOWING AREAS OF A DWELLING UNIT [210.52] MUST BE LISTED
AS TAMPER -RESISTANT.
• WALL SPACE - 210.52(A)
• SMALL -APPLIANCE CIRCUIT - 210.52(8)
• COUNTERTOP SPACE 210.52(C)
• BATHROOM AREA - 210.52(D)
• OUTDOORS - 210.52(E)
• LAUNDRY AREA - 210.52(F)
• GARAGE AND OUTBUILDINGS 210.52(G)
• HALLWAYS - 210.52(H)
EX: RECEPTACLES IN THE FOLLOWING LOCATIONS AREN'T REQUIRED
TO BE TAMPER -RESISTANT:
(1) RECEPTACLES LOCATED MORE THAN 5% FT ABOVE THE FLOOR.
(2) RECEPTACLES THAT ARE PART OF A LUMINAIRE OR APPLIANCE.
(3) A RECEPTACLE LOCATED WITHIN DEDICATED SPACE FOR AN
APPLIANCE THAT IN NORMAL USE ISN'T EASILY MOVED FROM ONE
PLACE TO ANOTHER:
(4) NONGROUNDING RECEPTACLES USED FOR REPLACEMENTS AS
AND RACEWAYS, ALL POWER CONTROL CIRCUITS WIRING AND PERMITTED IN 406.4(D)(2)(A).
RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS REFER TO
MANUFACTURER'S WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY
WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL ARC FAULT CIRCUIT -INTERRUPTER PROTECTION
RELATED WORK IN HIS CONTRACT. AS PER 210.12 NEC 2017
b
EX.
EX.
EX.
R
EX
EX
EX
AFCl/GFCI R
EX
EX
EX
EX.
AFCl/GFCI N
EX.
R
AFCl/GFCI N
TYPE: SQUARE 'D' (OR APPVD EQUAL) "EXIST. TO BE RELOCATED PANEL A" MAIN BUS: 200A
SERVICE: RESIDENCE NEUTRAL: 200A
VOLTAGE: 240/120v 1PH. 3W. MAIN: LUGS ONLY
AIC: 22K (ALL 20 AMPS, 1 POLE CKTS. EXCEPT AS NOTED) LOCATION: AS SHOWN
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EX.
EX.
6,000
2
40
60
3
4
40
20
1
1,200
EX.
EX.
WINE COOLER
5
6
COOKTOP
EX.
EX.
6,000
2
40
20
1
1,500
1/2
12
BATH REC. GFI
7
8
40
30
2
5,000
EX.
EX.
W.H
9
10
SPRINKLER IRRIGATION
EX.
EX.
1,600
1
20
30
11
12
SPRINKLER IRRIGATION
EX.
EX.
1,600
1
20
30
2
5,000
3/4
8
DRYER
13
14
ENTRANCE/ BED3 LIGHTS
EX.
EX.
*
1
15
30
15
16
GENERAL LIGHTS
EX.
EX.
*
1
15
20
1
*
EX.
EX.
KITCHEN /LAUNDRY LIGHT
17
18
GENERAL LIGHTS
EX.
EX.
*
1
15
20
1
1,500
EX.
EX.
SMALL APP.
19
20
DINNING REC.
EX.
EX.
*
1
20
20
1
1,500
EX.
EX.
SMALL APP.
21
22
HOOD
EX.
EX.
800
1
20
20
1
1,500
1/2
12
WASHER
2
24
BBQ GFCI
12
1/2
1,500
1
20
-
-
-
-
-
SPARE
T5
26
MASTER BATH LIGHTS & REC
12
1/2
1,500
1
1 20
20
1
1,500
EX.
EX.
DISHWASHER
T/
28
REFRIGERATOR
EX.
EX.
1,500
1
20
20
1
600
EX.
EX.
DISPOSAL
29
30
BATH2 LIGHTS & REC. GFI
EX.
EX.
1,500
1
15
20
1
*
EX.
EX.
MASTER BED LIGHTS
31
32
FAMILY LIGHTS
EX.
EX.
*
1
15
20
1
1,500
1/2
12
LAUNDRY REC. GFCI
3
34
DINNING LIGHTS
EX.
EX.
*
1
15
20
1
*
EX.
EX.
LIVING LIGHTS
3
36
HALLWAY
12
1/2
*
1
20
60
2
12,000
3/4
6
C.U. #1
3
38
BEDROOM LIGHTS & REC.
12
1/2
*
1
20
60
1
1
39
40
BEDROOM LIGHTS & REC.
12
1/2
*
1
20
20
1 1
1,500
1/2
112
1 BATH LIGHTS & REC. GFI
41
42
FRIDGE
12
1/2
1,500
1
20
CONNECTED LOAD: SEE CALCULATIONS
FED FROM: SERVICE
* PART OF THE 3 W/SQ , FT (**) PROVIDE HACR TYPE OF BREAKER
FIELD IDENTIFICATION REQUIRED NOTE:
CIRCUIT DIRECTORY OR CIRCUIT IDENTIFICATION. EVERY CIRCUIT
AND CIRCUIT MODIFICATION SHALL BE LEGIBLY IDENTIFIED AS TO
ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. THE IDENTIFICATION
SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO
BE DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS THAT CONTAIN
UNUSED OVERCURRENT DEVICES OR SWITCHES SHALL BE DESCRIBED
ACCORDINGLY. THE IDENTIFICATION SHALL BE INCLUDED IN
A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE
PANEL DOOR IN THE CASE OF A PANELBOARD, AND LOCATED AT EACH
SWITCH OR CIRCUIT BREAKER IN A SWITCHBOARD. NO CIRCUIT SHALL
BE DESCRIBED IN A MANNER THAT DEPENDS ON TRANSIENT CONDITIONS
OF OCCUPANCY.
NOTE:
CONTRACTOR MUST VERIFY ALL EXISTING
INFORMATION AND HE MUST NOTIFY THE
A.O.R./E.O.R. OF ANY DISCREPANCIES
BETWEEN THE FIELD AND PLANS.
NOTE:
ALL NEW CIRCUITS SHALL BE ARC
FAULT PROTECTED AND ALL
RECEPTACLES SHALL BE TAMPER
RESISTANT.
23. ALL DEVICES, PANELS, OUTLETS, SWITCHES, ETC. TO BE MOUNTED 210.12 ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION. ARC FAULT
ABOVE FLOOD CRITERIA. CIRCUIT -INTERRUPTER PROTECTION SHALL BE PROVIDED AS
24. ALL 15 AND 20 AMP, 120 VOLT RECEPTACLES OUTLETS MUST BE REQUIRED IN 210.12(A) (B), AND (E). THE ARC -FAULT CIRCUIT NOTE LIGHTING:
LISTED TAMPER RESISTANT PER N.E.C. 2017 (406.12). INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE
LOCATION. LIGHTING IN THERMAL ENVELOPE SHALL BE
25. REFRIGERATOR RECEPTACLE TO BE MOUNTED +48" A.F.F. (A) DWELLING UNITS. ALL 120-VOLT, SINGLE-PHASE, 15 AND 20 IC RATED AND MEETING ASTM E 283 FOR
AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES LEAKAGE LABELED "AIR TIGHT" AND
INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING HOUSING SHALL BE A GASKET OR CAULK
ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, TO CEILING OR WALL. R402.4
SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS,
LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE
PROTECTED BY ANY OF THE MEANS DESCRIBED IN
210.12(A)(1) THROUGH (6) NEC2017.
(B) BRANCH CIRCUIT EXTENSIONS OR MODIFICATIONS DWELLING
UNITS. IN ANY OF THE AREAS SPECIFIED IN 210.12(A), WHERE
BRANCH -CIRCUIT WIRING IS MODIFIED, REPLACED, OR EXTENDED,
THE BRANCH CIRCUIT SHALL BE PROTECTED BY ONE OF THE
FOLLOWING:
HOME HERO
SMOKE DETECTOR
-. -KITCHEN OR
BATHROOM LIGHT 120 V NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT.
SMOKE DETECTOR
SHALL NOT BE PLACED
SUBSCRIPT LEYEND
WITHIN 3FT. OF ANY
A/C GRILL E -EXISTING TO REMAIN
SWITCH LEG LINE SIDE OF SWITCH R - EXISTING TO RELOCATE
SWITCH PHASE CONDUCTOR RPL - EXISTING TO REPLACE
N - NEW
NOTES: (V.I.F.) - EXISTING INFORMATION MUST BE VERIFY IN FIELD BY
ELECTRICAL CONTRACTOR. IN CASE OF ANY DISCREPANCIES
1.- ALL SMOKE DETECTORS MUST HAVE BATTERY BETWEEN FIELD AND THIS PLANS MUST BE NOTIFIED TO THE
BACK-UP AND BE INTERCONNECTED,
- FOR PRIOR TO START .ANY WORKS.
2.- ALL SMOKE DETECTORS TO BE FED FROM BATH OR
KITCHEN LIGHTING CIRCUITS, AHEAD OF ALL
SWITCHES,
3.- ALL BEDROOM RECEPTACLES OUTLETS SHALL BE
CONNECTED TO AN ARC FAULT INTERRUPTER C.B.
SMOKE DETECTOR CONNECTION DETAIL (TYP.)
N.T.S.
ELECTRICAL LOAD CALCULATIONS
ITEM
WATTS
SQ. FT
2,6161
GENERAL LIGHTING (3W/S.F.)
71848
SMALL APPLIANCES
3,0.00
COOKTOP
6,000
REFRIGERATOR
1,500
WATER HEATER
5,000
DISPOSAL
600
DISHWASHER
1,500
DRYER
5,000
WASHER
1,500
FRIDGE
1,500
EXTERIOR LIGHTS & RECEPT
1,500
HOOD
800
OVEN
6,000
WINE COOLER
1,200
SPRI NKLER I RRI GATI ON
3,200
LAUNDRY GFCI
1,500
BATH GFCI
31000
CONNECTED LOAD: (LESS A/C)
507648
FIRST 10KW @ 100%
10,000
BAL. a}40%o
167259
A/C OR HTG. @ 100%
121000
DEMAND LOAD:
38,259
AMPS @ 240/120V. 1 PH
159
BREAKER SIZE
200
3-3/0 THWN 2" - •
#4 GRND (CU)
EXIST. C 0010,000 AIC CONSULTING ENGINEERS
EX. FPL METER COMBO
• •
MAIN 250 AMP .... ..... ... ..•.
120 24OV, 1PH, 3W EXIST. Miami Gardens
Dr.;
EX. (V.I.F.) 2
EXIST. 200� REPANELLOCATED Miami, FI. 33180
EX. I ,A, p: 305 508 0161
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EX. I E TO T. 200A
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EX. UNTOUCHED VALID ONLY WITH
EX. EXIST. Ex. POOL PANEL PE SEAL & SIGN.
EX.
EXIST.. �P, VALID FOR (1) PERMIT ONLY.
N GFCI 1 #2 THWN-1" 5ll�i it Ily signed by Andres' a®,®
N GND. Felicia
AFCl/GFCI
$ M..FF<
/ EX. DN: c=US, o=engineering r °° ucENSF° b%
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EXIST. build �": r No.75404
EX.EXIST. (V.I.F:)
3-250 KCMIL` CU 2 1/2"
- CONNECT TO TWO -5 8" x10' GROUNDING ROd9 ffL�=A01410000000 9 * ;
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N AFCl/GFCI Andres M. Feliciano
FI Reg P.E. # 75404
ELECTRIC RISER DIAGRAM
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THESE PLANS ARE FORBUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT.
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MID AF
L Dade County Department of Regulatory and Economic Resources Job Copy
)17036 9/3/2021 1:20:03 PM
4f
70VEN
I
•. • i • •• •• • • •
V096 • • • • •
• • • • • • ; ;
CONSULTING ENGINEERS
CA # 30228
2420 NE Miami Gardens Dr.,
STE 203
Miami, Fl. 33180
p: 305 508 0161
e: engineering@eng4build.com
w: eng4build.com
SEAL:
VALID ONLY WITH
PE SEAL & SIGN.
�- VALID FOR (1) PERMIT ONLY.
Digitally signed by Andre ®giERIM
Felicia
GEN3F `•'
DN: c=US, o=engineering r
buildt No. 75a04 O
dnQualifier=A01410C0000
91583136900000 BC, '•
cn=Andres M Fe ATE OF
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Date: 2021.06. :19:00 'a/.��1�s
'-04'00
Andres Feliciano
FI Reg P.E. # 75404
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No.
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THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by.
MD AF
0921017036 - 9/3/2021 1:20:03 PM
E-2 Pdf
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• • • • • • eeee•
MA CULL
MECHANICAL GE
NERAL NOTES.
(Not all notes are applicable)
1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S
CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED
AND PROVIDED FOR EQUIPMENT FURNISHED.
2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO
PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER
TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR
DUCTWORK (INCLUDING DIVIDED :DUCTWORK) NEEDED DUE TO
OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO
HVAC DESIGN REQUIRES:
YES
NO
DUCT SMOKE DETECTOR
V
FIRE DAMPER(S)
{/
SMOKE DAMPER(S)
V
FIRE RATED ENCLOSURE
FIRE RATED ROOF/ FLOOR CEILING ASSEMBLY
V
FIRESTOPPING
V
SMOKE CONTROL
V
HANGER STRAPS ... ... .....
•
60"MAX ..
UNLESS EC:01 OF- STf 4) •IS ~�
PLACE( CJNd;R A.9Q•TTOM :...:. r
REINFO[�CE�It:NT
SUPPLY AIR RETURN
DUCT. DUCT DIRECTLY e . . ! • 1
LOW VELOCITY RETURN AIR TO AHU CONSULTING ENGINEERS
>< 0000 0 00*00 0
DUCT (SEE PLAN VIEW) CA # 30228
SCREW "'I MIN 2420 NE Miami Gardens Dr.,
SCREW MAY BE OMITTED STE 203
ADDITIONAL COST FOR PROJECTS INVOLVING RENOVATION, COORDINATE Miami, FI. 33180
SPIN COLLAR FITTING WITH EXTRACTOR IF HANGER LOOPS .
NEW WORK WITH _EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE it STRUCTURE p. 305 508 0161
AND ARCHITECTURAL FEATURES SPRINKLER PIPING LIGHTS PLUMBING OTES: & MANUAL VOLUME DAMPER e: en i508 0 en 4build.com
DRYWALL FIN. g g@ 9
AND ELECTRICAL CONDUIT. RIGID DUCT HANGERS(TYP) W: eng4bulld.com
A/C DESIGN AS PER DADE COUNTY CHAPTER 8. )
AIR FLOW WOOD PARTITION N.T.S.
DUCT CONNECTION SHALL BE AT THE W/ 1/2 DRYWALL
GRASSED AREA SEAL:
.
TOP OR SIDE OF PLENUM AS SPACE FLEX. CONNECTION VALID ONLY WITH
CONDITIONS PERMIT. INSULATED FLEX. DUCT
PE SEAL & SIGN.
SEAL JOINT WITH DUCT AIR HANDLING UNIT IIIIII= °° o °o IIIII=�� ����
`O O: o - VALID FOR (1).PERMIT ONLY.
SEALER & TAPE = a = w
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REFRIGERANT 9 Y 9 Y ®®
0 ° s M• FF j
NOTE Felicia a.•ao° .�/ ®�
LINES o° ° ,> ,,
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2 CONDENSATE ATE o 0 24 DIA Q'6 C S •.
• INSULATED. PLENUM PROVIDE SAFETY FLOAT S � ° . c�US, o=en Ineerm 4• 4be � F °°•
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CONDENSATE DRAIN �°eeo � ° CONCRETE PIPE _
o do ualifier=A01410C0000
W/TRAP 3/4"-1 1 /2" PVC o Q
10 DIA. CONC. OR O
91583B6900000 BC x •°
.CEILING DIFFUSER FINISH NEOPRENE PADS CLAY PIPE WITHOUT - . ATE OF
FLOOR VIBRATION ISOLATOR COVER FILLED W/ . cn-Andres M Fed Iar `� .•.�
ROCK Date: 2021.06. 1' :28:47 . ;toD.
y.. ,.
3/4
MAXIMUM LENGTH OF FLEXIBLE -DUCT �
RUNOUT TO DIFFUSER TO
BE 10 FEET '-04'0u��d e
1 "X1 "X4" STEEL ANGLE
F AM ATTACH Andres M. Feliciano
R E ATTACHED TO
REOIBLE DUCT CONNECTION DETAIL(TYP.) FLOOR STRUCTURE CONDENSATE DRAIN DRY WELL DETAIL TYP Fl Reg P.E. # 75404
N.T.S. AHU MOUNTINGN
.TS:
DETAIL (TYP.)
N.T.S.
PROVIDE A VIBRATION -FREE RIGID INSTALLATION
J. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD.
4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING,
REQUIREMENTS, ETC., OF DUCTWORK.
5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT
ELBOWS.
6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION
SHALL SUIT EQUIPMENT FURNISHED.
7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH
ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL
TRADES.
8 LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND
HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED
OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE,
AND DOOR SWINGS.
9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED
AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO
10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS
11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES,
REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK.
12. REFER TO TYPICAL" DETAILS FOR PIPING AND INSTALLATION OF
EQUIPMENT.
INSULATION NOTES FOR GARAGE AREA:
- CEILING INSULATION MUST BE R-30 OR HIGHER.
ROOF SPRAYED INSULATION SHALL BE SEPARATED
FROM THE INTERIOR OF A BUILDING BY AN
APPROVED THERMAL BARRIER OF MINIMUM 1/2-
GYPSUM WALLBOARD.
- WALL INSULATION MUST BE R-5 OR HIGHER.
A/C NOTE:
-A/C MUST HAVE PROGRAMMABLE THERMOSTAT
-DUCTWORK INSULATION R-6
A/C STATIC PRESSURE
1.25" S.P. WATER GAUGE
1 8"
STEE
WIRE
VCIV l LIIVC VV/ C.O. PLUG SUr I IUbINU
PERFORATED CAP CONDENSING
13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT (SCREWED) CONCRETE SLAB
SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT 4" DRYER VENT 4 Dia. POWER &
FURNISHED.
TO GA. GALV. A.H.U. BEAM ELEV. o LOCATION EXTERIOR TOP OF THE CONTROL, n a
24
14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED O a a .a.
WHERE` REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL SEE ARCH. a
MECHANICAL EQUIPMENT. TYP STUD 1 /2" „ PLANS
WALL DETAIL TP: BD 5 PITCH DOWN
TOWARD DRAIN TSP + 1"
15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL _ _ 24' CL.
TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW DETAIL BOX HOOD DRAIN
SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL DRYER VENT DETAIL TERMINATION PAN
REFRIGERANT LINES UP
SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. TSP + 1" LIQUID LINE THRU CONCRETE SLAB.
DRYER EXHAUST (4" MIN.) W/ o
PVC CONDUIT -RUN UNDER SLAB
16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED DRYER EXHAUST SHALL BE CONSTRUCTED OF A MIN. INSULATION SEE FLOOR PLAN FOR LOCATION.
EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. - 24-GA. SHEET METAL, HAVING A SMOOTH INTERIOR CONNECTION
SURFACE. WITH JOINS RUNNING IN THE DIRECTION OF (SCH. 40' W/SOLVENT WELD JOINTS.)
17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, AIR FLOW. DUCT JOINTS SHALL NOT BE ASSEMBLED ROUTE PIPING TO EXTERIOR AND 1/2 BOLTS & .NUTS SUCTION LINE USE 4" OR 6" CONDUIT AS REQUIRED.
REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. WITH SHEET METAL _SCREWS OR OTHER FASTENED GOOSENECK MIN. 6" ABOVE ALUMINUM STAND W/ 1/2 ARMAFLEX
WHICH WOULD- EXTEND INTO THE DUCT FINISH GRADE. N.O.A. 20-1013.03 INSULATION & VAPOR BARRIER NOTES:
18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK 1. CONCEALED OR NON _REMOVABLE JOINTS SHALL NOT
PROVIDE EXHAUST .DUCT WITH BACK DRAFT DAMPER NOTE:
CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. BE INSTALLED BELOW THE SLAB.
AND WEATHER CAP. MECHANICAL CONTRACTOR WILL COORDINATE WITH PLUMBING 2 P.V.C. SCH. 40 `SLEEVE SHALL BE 2" LARGER THAN
CONTRACTOR CONDENSATE SYSTEM INSTALLATION TO BE NOTE:
19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH ( THE PIPE INSULATION ENCASED, HAVING AN ANGLE
SECURE CU W/ ONE 500 LBS ANTI -THEFT BOLTS WITHIN THE UNIT. CASING
SIZES OF FLEX DUCTS TO BE CONNECTED. PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR). NO GREATER THAN 45 DEGREES' WITH THE ENCASED
THROUGH THE BASE PLATE. (MDC- CH. 8C-5) REFRIGERANT PIPING. REMOVABLE FOR REPLACEMENT.
20. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY DRYER EXHAUST
) CONDENSATE DRAIN TRAP DETAIL (TYP) C.U. MOUNTING DETAIL (TYP.) REFRIGERANT LINE CONDUIT DETAIL (TYP.)
OWNER. N.T.S.
N.T.S. N.T.S. N.T.S.
21. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK,
PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED
PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. GALV.
EXHAUST NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT
22 LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR ROOF CAP MAX. 5 FT. SPACING
FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS.
BETWEEN SUPPORTS
LOWEST POINT OF EACH OUTSIDE AIR INTAKE 'ON ROOF SHALL BE A PROVIDE
MINIMUM OF 24" ABOVE ROOF. BIRD OCREERESISTANT
1-1/2" GALV. x 22 Ga.
METAL STRAPS.
23. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE �oZ
DIFFUSER NECK. ROOF TILE OR
ROOF SHINGLE -
-
LOW VELOCITY
24. WATER PRESSURE OROPS THROUGH COIL CONTROL VALVES SHALL BACK DRAFT _ _ FLEXIBLE DUCT -
NOT EXCEED 5 PSI. DAMPER - - -
2' X 4,.
25. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS BLK'G. 1 2" PER FT.
SHALL BE INDEPENDENTLY ,PIPED FULL SIZE TO THE NEAREST PLUMBING /
DRAIN. 4» d (30 GA.) SMOOTH MTL. DUCT MAXIMUM SAG.
FROM KITCHEN HOOD EXHAUST FAN (2.5" FOR 5 FT. SPACING)
26. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING
PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN
CHILLED WATER AND HOT WATER PIPING. EXHAUST ROOF CAP DETAIL (TYP.) FLEXIBLE DUCT HANGING DETAIL (TYP.)
BATHROOM EXHAUST FAN N.T.S. N.T.S.
_AIR HANDLED UNIT
UNIT
MARK
AREA
SERVED
LOCATION
-MFR.
AIR HANDLED
MODEL
TOTAL AIR
CFM/TONS
BTUH
HEATER
ELECTRICAL DATA
DIMENSIONS
SERV. VALVE
TOTAL
SENSIBLE
MODEL
CAPACITY
SERVICE
FUSES
H
W
D
LIQ•
SUCT.
AHU-1
ALL HOUSE
A/C CLOSET
GOODMAN
AVPTC61D14CA
2000/5.0
56,000
38,200
HKSX10XCAA
10 KW
208-240/1/60
60 AMP ..
49"
23"
22"
3/8
7/8"
- REFER TO UNIT NAMEPLATE AND/OR DATA FOR MANUFACTURE SPECIFICATION FOR ELECTRICAL INSTALLATION (UNDER ELECTRICAL CONTRACTOR RESPONSIBILITY).
ALL THERMOSTATS SHALL BE PROGRAMMABLE.
- ALL FAN COIL UNITS SHALL BE PROVIDED WITH FACTORY INSTALLED CIRCUIT BREAKER.
CONDENSING UNIT
UNIT
MARK
MFR.
COMPRESSOR
MODEL
BTUH
NOMINAL
ELECTRICAL DATA
TEMP. ENT.
CONDENSER
SEER
SERVICE
FUSES
CU-1
GOODMAN
GSXC180601AA
56,000
208-230/1/60'
60 AMP
95
18
REFER TO UNIT NAMEPLATE AND/OR DATA FOR MANUFACTURE SPECIFICATION FOR ELECTRICAL INSTALLATION
(UNDER ELECTRICAL CONTRACTOR RESPONSIBILITY).
FAN SCHEDULE
FAN #
MANUFACTURER
AND MODEL NO.
MOTOR
CFM
ELECT. SERVICE
WATTS
REMARKS
EF#1
80
EXISTING TO REMAIN
EF#2
FANTECH FR110
0.72 AMPS
100
62-80
NEW, REFER TO PLAN
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REVISION
No.
DATE
THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
- 2137
drawn by checked by
MD AF
0921017036 9/3/2021 1:20:03 PM
M- l . pdf
•
.`
•
•
•, •
•
CA # 30228
2420 NE Miami Gardens Dr.,
STE 203
Miami, FI. 33180
p: 305 508 0161
e: engineering@eng4build.com
w: eng4build.com
SEAL:
VALID ONLY WITH
PE SEAL &SIGN.
VALID FOR 1 PERMIT ONLY.
Digitally signed by Andre M `. `jo aF
Felicia. .� ,,��•• ,.EN
DN: c=US, o=engineering f ? build :�
No. 76404 .O
= �
dnQualifier=A01410C00000 91
583B69000005CBC, cn= dr srAreoF
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..........,
'Date:2021.06.1109= -04'00 ������� N��af��®®
Andres M. Feliciano
FI Reg P.E.-# 75404
NOTE:
PROVIDE 1 DOOR 'UNDERCUT IN ALL BEDROOMS TO
ACHIEVE PROPER BALANCED AIR 'RETURN.
NOTE:
ALL ELECTRICAL, MECHANICAL AND PLUMBING
EQUIPMENT MUST BE; ABOVE BASE FLOOD ELEVATION.
COORDINATE WITH ARCHITECTURAL PLANS TO SEE THE
BASE FLOOD ELEVATION.
NOTE:
PROVISIONS' MUST BE TAKEN TO PREVENT DUCT
SURFACE CONTACT WITH THE FOAM INSULATION; EITHER
DURING APPLICATION OR AFTER THE -FOAM IS DRIED UP
TO PREVENT A VOIDED LISTING OF THE DUCTS (BOTH
FLEX AND FIBERGLASS DUCT BOARD).
NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT.
SUBSCRIPT LEYEND
E EXISTING TO REMAIN
R - EXISTING TO RELOCATE
RPL - EXISTING TO REPLACE
N - NEW
PLAN NOTES: '
1 SET OF REF. PIPING. SEE SPLIT A/C UNIT SCHEDULE
E OO FOR SIZES (TYP.)
f i
TOILET EXHAUST DUCT TO WALL CAP W/ CORROSION
O RESISTANT SCREEN. AS. PER FBC 401.5 2020.
BATHROOM & KITCHEN EXHAUST DUCT SHALL GO THRU
O3 ROOF/WALL AND TERMINATE 6" MIN. ABOVE ROOF
SURFACE. PROVIDE A BACKDRAFT DAMPER, WITH A
CORROSION RESISTANT SCREEN. AS PER FBC R-1506.3,
STI P L
R303.5.2 AND R303.6. MATERIAL HAVING A MESH NOT
LARGER THAN 1/2", AND BE :FITTED WITH A WEATHER
CAP. EXHAUST DUCT SHALL "TERMINATE ON THE OUTSIDE
3 FT AWAY FROM ANY BLDG OPENING. GC MUST VERIFIED
THIS REQUIREMENT BEFORE START';ANY INSTALLATION.
O TERMINATE 2" A/C COND. DRAIN WITH A MINIMUM
HORIZONTAL SLOPE, IN THE DIRECTION OF DISCHARGE OF
NOT LESS THAN 1'/87 UNIT VERTICAL IN 12. UNITS
HORIZONTAL TO OUTSIDE 6 A.F.G.' DRAIN TO BE 12"
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DATE
THESE PLANS ARE FOR BUILDING.
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION' DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021.
project no.
2137
drawn by checked by
MD AF
)17036 - 9/3/2021 1:20:03 PM --
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GENLNAL PLUMBING NULLS
(Nat all notes are applicable)
1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE
2020, 7TH ED. STATE AND LOCAL ORDINANCES.
2. BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 1 /8" PER FT MIN. FALL
FOR 3" PIPE AND LARGER 1 /4" PER FT SLOPE FOR 2" PIPE SIZE AND
SMALLER DEVIATIONS SHALL BE APPROVED BY ARCHITECT/ENGINEER.
3. PROVIDE CLEAN OUTS EVERY 75 FT AND AT BASE OF EVERY WASTE
STACK.
4. MATERIALS SHALL BE, ALL NEW AND AS FOLLOWS:
A. DRAINAGE WASTE AND PIPING (DWV) CONFORMING TO ASTM D-2665,
UNDERGROUND NO HUB CAST IRON CISPI STANDARD 301 PRENE GASKETS
UNDERGROUND. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROVED BY
LOCAL AUTHORITIES AND NOT TO BE USED IN AIR RETURN PLENUM.
B. WATER PIPING: COPPER TYPE "L" ASTM B-88 ABOVE GROUND AND
COPPER TYPE "K" ASTM B-88 UNDERGROUND.
C. CONDENSATE DRAIN PIPING: COPPER TYPE "M" ASTM B-88 INSIDE THE
BUILDING AND PVC SCHEDULE 40 ABOVE ROOF AND UNDERGROUND. PROVIDE
3/4" ARMAFLEX PIPE INSULATION TO ALL CONDENSATE DRAIN PIPING.
D. GAS PIPING: BLACK STEEL SCHEDULE 40 ASTM-53.
E. FLOOR CLEAN OUTS: JOSAM SERIES 56020 OR EQUAL.
F. WALL CLEAN OUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL
G VALVES: 125 PSI NIBCO SCOTT STOCKHAM OR EQUAL
TYPE EEAE0 .--
SHOCK STOPS SSE PLAN
SHOWER/BATHTUB NOTE: ABOVE CEILING•..• ;'; F.0I �(3NTIN:
' oo
•'
0 go
SHOWER/BATHTUB COMPARTMENT MUST HAVE FLOOR •• ••• ••�
AND WALLS CONSTRUCTED OF SMOUTH, CORROSION 3" VENT
RESISTANT AND NONABSORBENT WATER RESISTANT TURN HEAD PIPE WASHER SUPPLY :•••:004• ••••• "
MATERIALS TO A HEIGHT OF NOT LESS THAN 72" DOWN INTO STACK & DRAIN GREY BOX •
ABOVE THE COMPARTMENT FLOOR AT THE DRAIN •
LEAD COVER CONSULTING ENGINEERS
..
PER F.B.C.2020 R307 ... ..... ....
CA # 30228
2420 NE Miami Gardens Dr.,
15"MIN. 30"MIN.15"MIN. STE 203
- Miami, FI. 33180
p: 305 508 0161
engineering@eng4build.com
j w: eng4build.com
o-
- SEAL:
VALID ONLY WITH
SOLDERED LAP SEAM cv
PE SEAL & SIGN.
z MEMBER FLASHING 2" O C.O.
ACCESS VALID FOR (1) PERMIT ONLY.
31" MAX.PANEL�r - i Digitally signed by Andre M a � S' A. Fg4/
12 ; Felicia joENSF•'oga
DN: c=US, o=engineering r f
I ®Q ; . No. 75404 0
I I build
NOTE: "P» TRAP I i dnQualifier=AO1410000000 91
c? 583B69000005CBC, cn= rdr.,
(1) FIXTURES SHALL BE INSTALLED AS TO LEAD BASE---- 3 P d
_---_.J STATE OF �(/
AFFORD EASY ACCESS FOR CLEANING FLOOR Mee iciano®,�` =.!giv..••''G�����
(2) FIXTURES SHALL BE SET LEVEL AND IN PROPER 'Date: 2021.06.11 09,1 �0 -04'00
ALIGNMENT WITH REFERENCE TO .ADJACENT WALLS »
' 3) GLAZING IN SLIDING AND SWINGING DOORS IN SHOWER 19/32 PLYWOOD SHEATHING, Andres M. Feliciano
( REER TO TYP. WALL SECTION
H. HOSE BIBBS: CHICAGO 837 OR EQUAL WITH VACUUM BREAKER. OR TUB ENCLOSURES, INCLUDING ANY GLAZING WITHIN FOR METHOD OF ATTACHMENT 4,, FI Re P.E. # 75404
MAXIMUM FLOW RATES AND CONSUMPTION FOR g
PLUMBING FIXTURES &FIXTURE FITTINGS 60 INCHES OF THE FINISH FLOOR SURFACE- IN WALLS
5. PERFORM THE FOLLOWING TEST: SURROUNDING ANY TUB OR SHOWER ENCLOSUR, SHALL
(MIAMI DADS ARTICLE III, SEC. 08-31 ) BE SAFTEY GLAZING AS PER .FBC. 2411.3.1.3
A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF
100 PSIG FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM ,
BUT NOT LESS THAN ONE HOUR.
B. DRAINAGE SYSTEM: BEFORE INSTALLATION OF ANY DRAINS, THE END OF
THE SYSTEM SHALL BE CAPPED & ALL LINES FILLED WITH WATER TO HIGHEST
POINT & ALLOWED TO STAND UNTIL INSPECTION IS MADE AND WATER LEVELS
REMAIN CONSTANT.
C. CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST.
D. COMPLETE SYSTEM FIXTURE & EQUIPMENT SHALL BE GIVEN AN IN SERVICE
TEST AFTER COMPLETION OF THE INSTALLATION.
E. STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF
CHLORINATED LIME TO EACH 1,000 gal. OF WATER (50 PPM OF AVAILABLE
CHLORINE.) RETAIN MIXTURE IN PIPES FOR 24 HOURS AND FLUSH
THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE.
6 PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT Al
PLUMBING SYMBOL LEGEND
AFF
- ABOVE FINISH FLOOR
_CD CD
- CONDENSATE DRAIN
CD
- CONDENSATE DRAIN
- cw -
- COLD.WATER
CO
- CLEANOUT
- HW ---- HW ----
- HOT WATER
CONT
- CONTINUATION
- HOT WATER RECIRCULATING
CW
- COLD WATER
cW
- NEW GREASE WASTE LINE
DN
- DOWN
SAN
- SANITARY
FD
- FLOOR DRAIN
- - - - - -
- SANITARY VENT
GPM
- GALLONS PER MINUTE
-E E E E E E
- INDIRECT LINE
HB
- HOSE BIBB
- - - - -
- NEW GREASE WASTE LINE
HD
- HUB DRAIN
H
- CLEAN OUT PLUG
HW
- HOT WATER
1I--0
- WALL CLEANOUT
HWR
- HOT WATER
- CLEAN OUT
RECIRCULATING
®
- FLOOR DRAIN
NTS
- NOT TO SCALE
G
- ROOF DRAIN
RD
- ROOF DRAIN
- VALVE IN VALVE BOX
SAN
- SANITARY
VTR
- VENT THRU ROOF
^^
- GATE VALVE
E.C.O.
= EXTERIOR CLEANOUT
F.C.O.
- FLOOR CLEANOUT
1
- DIRECTION OF FLOW
W.C.O.
- WALL CLEANOUT
- ELBOW, 900
C.O.P.
- CLEAN OUT PLUG
- ELBOW, 450
FS
- FLOOR SINK
GW
- NEW GREASE WASTE LINE
- ELBOW, TURNED UP
C
- ELBOW, TURNED DOWN
- TEE
- TEE, TURNED UP
e
- TEE, TURNED DOWN
PLUMBING FIXTURES
OR FIXTURES FITTING:
MAXIMUM
FLOW RATE:
LAVATORY, private
1.5 gpm
AT 60 psi
LAVATORY, public
0.5 gpm
AT 60 psi
SHOWER HEAD
1.5 gpm
AT 80 psi
SINK FAUCET
1.5 gpm
at 60 psi
URINAL
1.0 gallon
cycle
per flushing
WATER CLOSET
1.28 gallons per flushing
cycle
DISHWASHER
6 gallons or less per
cycle
CATAGORY II SAFETY GLAZING. FBC. R4410.2.6.2 & 3 NOTE: 3" MIN
ANY FIRE VENT WITHIN 10'-0" OF ANY DOOR WINDOW OR EXHAUST REFER TO PLAN FOR CONT.
OPENINGS. SHALL EXTEND NOT LESS THAN 3'-0" ABOVE SUCH OF VENT AND DRAIN
FIXTURE CLEARENCE DETAIL(TYP.) ROOF VENT. FLASHING DETAIL (TYP) WASHING MACHINE SUPPLY & DRAIN PIPING DIAGRAM (TYP.)
N.T.S. N.T.S. N.T.S.
FINISHED 1 1 WALL OR 1 1 a
COLUMN °
do
o° ACCESS
18 x18 x4
" THICK SCORIATED CLEANOUT COVER DOOR CONCRETE COLLANCHOR
AR (ZURN Z-1406) d
e
..LUGS
PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS AND
FOR SI: 1 gallon = 3.785 L, 1 gpm = 3.875 L/m IN AREAS W/NO SLAB CLEANOUT PLUG EMBEDDED TEE C.O. o b
WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL 1 pound per square inche = 6,895 kPa _ IN CONC. DRAIN CAN BE ADJUSTED
ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE a. A hand-held shower spray is a shower head. ( W/ BRONZE O ° TO THE HEIGHT OF THE
_) I / d FINISHED TILE MUD BASE
ALL WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD. b. Consumption tolerances shall be determined from referenced standards. COUNTER •
p I ACCESS
I DOOR SUNK PLUG � o ° FOR TILE
7. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING UTILITIES MEMBRANE
AND POINTS OF CONNECTION BEFORE COMMENCING ANY WORK. COMBINATION WYE
8. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND & wTH .BEND---------
CONNECTIONd _ CHARGES REQUIRED.
°o
9. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL OF ALL EQUIPMENT,
MATERIALS AND LAYOUTS PRIOR INSTALLATION.
10. OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK,
ETC. AS SHOWN ON DRAWINGS AND AS REQUIRED BY FIELD CONDITIONS.
11. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL A/C CONDENSATE
DRAIN AND TRAP. SEE A/C PLANS FOR LOCATION OF UNITS AND DRAINS.
12. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND
DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF
MATERIALS AND EQUIPMENT.
13. COORDINATEWORK WITH OTHER TRADES.
14. FURNISH AND INSTALL FIXTURES AS SPECIFIED IN SCHEDULE, THIS
DRAWINGS.
15. EACH BATHROOM GROUP SHALL BE PROVIDE WITH SHOCK ABSORBER PER
FLORIDA BUILDING CODE.
16. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING
TO FIXTURE.
17. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING
SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES.
18. PIPE INSULATION:
A. ALL CONDENSATE LINE SHALL BE INSULATED WITH 3/4" FIRE RETARDANT
ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND
SMOKE DEVELOPED RESPECTIVELY.
B. ALL HOT WATER LINES SHALL BE INSULATED WITH 1" FIRE RETARDANT
ARMAFLEX INSULATION WITH A MAXIMUM OF 25/50 FLAME SPREAD AND
SMOKE DEVELOPED RESPECTIVELY.
PLUMBING FIXTURE CONNECTION SCHEDULE
MARKS
DESCRIPTION
WASTE
C.W.
H.W.
REMARKS/SPEC.
WC
WATER CLOSET
3"
1/2'
-
FLUSH MOUNTED,
FLUSH TANK
SH
SHOWER
2"
4"
3/4
3 4"
/
ANTISCALD, PRESSURE
BALANCING VALVE
JC
JACUZZI
2 "
3 4"
/
-3/4"
ANTISCALD, PRESSURE
BALANCING VALVE
TUB
TUB
2"
4'
3/4"
3 4'
/
ANTISCALD, PRESSURE
BALANCING VALVE
LAV
LAVATORY
1-1/2"
1/2"
1/2"
COUNTER TOP
SK
KITCHEN SINK
1-1/2"
3/4"
1/2"
SINGLE COMPARTMENT
SK-1
LAUNDRY SINK
1-1/2"
1/2"
1/2"
SINGLE COMPARTMENT
DW
DISH WASHER
1-12-
/
-
1 2"
/
INDIRECT CONNECTION
TO KITCHEN SINK
REF
REFRIGERATOR
-
1/2'
-
PROVIDE SHUTOFF
VALVE
WM
WASHER
3"
1/2"
1/2"
PROVIDE RECESSED
SUPPLY RAIN BOX
QK
QUOOKER
1-1/2"
3/4"
1 3/4"
NOTES:
1. PLUMBING FIXTURES AND TRIM TO BE SELECTED BY OWNER.
2. MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL
PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE WITH
ORDINANCE 8.31 OF MIAMI DADE COUNTY.
3. ALL PLUMBING FIXTURES SHALL COMPLY WITH CHAPTER 4 OF FLORIDA
PLUMBING CODE 2020, SECTIONS 406 THRU 421.
WATER -TEMPERATURES LIMITING DEVICE
MAXIMUM
RECOMMENDED
APPLICABLE
FIXTURE
TEMPERATURE
TEMPERATURE
CONTROL
RANGE
STANDARD
LAVATORIES
49'C
38'C-49'C
ASSE 1070
(1207)
(1007-1207)
CSA 8125.3
49•C
43'C-49'C
ASSE 1070
SINKS
(1207)
(110'F-120'F)
CSA 8125.3
49'C
38'C-43'C
ASSE 1016
SHOWERS
(1207)
(1007-110'F)
ASMEA112.18.1
CSA B125.1
BATHTUB
(1207)
38'C-43'C
(1007-1107)
ASSE 1070
BIDET
43'C
38'C-40.5•C
ASSE 1070
1
(1107)
(957-105'17)
CSA B125.3
NOTE:
CONTRACTOR MUST VERIFY ALL EXISTING
INFORMATION AND HE MUST NOTIFY THE
A.O.R./E.O.R. OF ANY DISCREPANCIES
BETWEEN THE FIELD AND PLANS.
MiaA Dade County Department of Regulatory and Economic Resources - Job Copy
0921017036 - 9/3/2021 1:20:03 PM
P-l.pdf
°
FINISHED WALL THINSET DRAIN
SECTION 1 ISOMETRIC OR COLUMN
IL
EXTERIOR CLEANOUT (TYP.) WALL 01ANOUT DETAIL (TYP) DETAIL DRAIN
N.T.S. N.T.S. N.T.S.
ALL DIMENSION IN ALL
HOT WATER PIPE INSULATION NOTE:
INSULATION FOR HOT WATER PIPE WITH A MINIMUM
THERMAL RESISTANCE (R-VALUE) OF R-3 SHALL 30 MIN.
BE APPLIED TO THE FOLLOWING:
1. PIPING %" AND LARGER IN NOMINAL DIAMETER.
CEMENT BACKER BOARD
TUBULAR PIPE INSULATION HAVING A THERMAL (OR EQUAL) MOST BE
CONDUCTIVITY RATING K. PROVIDED` BEHIND WALL
- THICKNESS NOT LESS THAN Y2": TILES IN WET AREAS.
- K NO GREATER THAN 0.31 BTU PER IN/Hx SQFT
O
NOTE:
DRAINAGE, WASTE AND VENT SYSTEMS
SHALL BE LOCATED AND INSTALLED TO
PREVENT INFILTRATION OF FLOODWATERS
INTO THE SYSTEMS AND DISCHARGES
FROM THE SYSTEMS INTO FLOODWATERS.
2 1 /2 IN TO 3 MUD
BASE FOR TILE
CEMENT BACKER BOARD
IS HELD UP 1/2" FROM 0
THE MEMBRANE NAILS
ARE LOCATED HIGHER
THAN THE THRESHOLD.
r-j
00
`-DRAIN ASSEMBLY
SHOWERS MUST COMPLY
WITH FBC P2708
ALL SHOWERS AND BATHTUBS
SHALL BE FINISHED WITH A
NONABSORBENT SURFACE AND
SHALL EXTEND TO A HEIGHT
OF NOT LESS THAN 6 FEET
(1829 MM) ABOVE THE FLOOR.
SHOWER PAN
(MEMBRANE) LINING
MATERIAL SHALL BE
SLOPED ONE-FOURTH
UNIT VERTICAL IN 12
UNITS HORIZONTAL TO
WEEP HOLES IN THE
SUBDRAIN BY MEANS
OF A SMOOTH,
SOLIDLY FORMED
SUBBASE. WITH NO
PENETRATION LESS
THAN 1" ABOVE THE.
THRESHOLD. FPC
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No.
DATE
THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MD AF
X NEW 3K CW & 3 » /CO7f/DOR/-11
r-M74/4 /4 HW LINES TO
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THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MD AF
I
'I
I EXISTING ASPHALT
I DRIVEWAY
t
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CONSULTING ENGINEERS
CA # 30228
2420 NE Miami Gardens Dr.,
®_J. PROPOSED WEST SYSTEM D/F 156.4 GPD/ .80=195.5SQFT STE 203
PROPOSED WEST RESERVE AREAV11111 198 SQFT Miaml, ' FI. 33180
I XFN O H TOTAL AREA WEST SYSTEM 1294SQFT p: 305 508 0161
I N?N� I e: engineering@eng4build.com
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EXISTING EAST DRAIN FIELD
I TO BE ..:MODIFIED 303:6 GPD .80 = 1379.5 SQFT SEAL:
I /
I PROPOSED EAST RESERVE AREA I 190ISQFT VALID ONLY WITH
I TOTAL AREA EAST SYSTEM ;I 570 SQFT PE SEAL & SIGN.
I 11 VALID FOR (1) PERMIT ONLY.
B ROOM EDRO i
I I Digitally signed by Andre
I
NEW BEDROOM NEW BEDROOM
Felicia
DN: c=US o=engineering f
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I NEW 4" SAN LINE TO _3 110 NOlI LESS THAN 1/8" UNIT VERTICAL IN 12. UNITS
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I
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I � �_ 1 l I / g "MOO '? f ATI7(_nPY 11 nt\1
SEPTIC TANK 'CALCULATIONS
• • 1• • •'w • • • w • •
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TOTAL FLOW 460 •
TOTAL F/U 36 (FIXTURES U ITS)
WEST SYSTEM 12/36=66% OF FLOW •
EAST SYSTEM FLOW 156.4 I • • • • ""' • •
EAST SYSTEM 24/36=66% OF I FLOW •
EAST SYSTEM FLOW 303.E '
PROPOSED WEST SYSTEM TANK I900 GALLON
I EXISTING SHOWER TO BE REPLACED a�
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No.
DATE
THESE PLANS ARE FOR BUILDING
DEPARTMENT REVIEW ONLY. THEY
ARE NOT TO BE CONSTRUED AS
CONSTRUCTION DOCUMENTS UNTIL
ALL BUILDING DEPARTMENT
APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
MD AF
0921017036 9/3/2021 1:20:03 PM
P-3.pdf
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THESE PLANS ARE FOR BUILDING
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APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
2137
drawn by checked by
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N I N I I PROPOSED WEST RESERVE AREA 98 SQFT SEAL:
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IQ I EXISTING EAST DRAIN FIELD VALID FOR (1) PERMIT ONLY.
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APPROVALS ARE OBTAINED.
date:
May 14th, 2021
project no.
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drawn by checked by
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PROPOSED WEST SYSTEM D/F 195.5 SQFT a a a a
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TOTAL AREA WEST SYSTEM 354 SQFT
— — — — — �- — — — — — — — — — — — — — — — — — — — — — —
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date:
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project no.
2137
drawn by checked by
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