RC-11-19-2642 Plans 100 NE 101 STa
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J0nson-Thhomas Renovation
100 NE 101st Street
Miami Sh6 res, FL 3313Y
The scope of work for the project includes new exterior doors and
windows, New roofing finishes, a replacement air handler under a
separate permit, new interior finishes, replacment of fixtures and
minor changes to bathrooms and relocated laundry equipment, an(
general finishes throughout. No structural work will be performed
under this permit.
Sheet List - Architectural
Sheet
Number Sheet Name
1-Architecure
A-000
Cover
A-100
Project Information
A-101
Site Plan
D-200
Demolition Plan
D-201
Demolition Plan
D-202
Demolition Plan
A-200
Floor Plans
Sheet List - Architectural
Sheet
Number Sheet Name
A-201
Floor Plans
A-400
Roof Plans
A-500
Elevations
A-501
Elevations
A-502
Elevations
A-503
Elevations
A-700
Wall Sections & Details
A-800
Door & Windows Details
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No. Description Date
1 Revision 1 12-06-2019
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NOT USED
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SUSTAINABILITY NOTES
USE Ac) APPLICABLE BASED ON SCOPE OF WORK. CONTACT ARCHITECT OR SUSTAINABLE CONSULTANT FOR CLARIFICATION AS
NEEDED.
1. CONSTRUCTION WASTE MANAGEMENT PLAN - 95% PERCENT OF WASTE GENERATED TO BE DIVERTED FROM LANDFILL; ALL
SUBCONTRACTORS TO PARTICIPATE IN ONSITE WASTE MANAGEMENT PROGRAM, INCLUDING DIRECTING ON SITE
PERSONNEL TO SORT RECYCLABLES BY CATEGORY (WOOD, PLASTIC, CONCRETE, GWB, STEEL, ASPHALT, MASONRY,
CARDBOARD, RUBBLE, GENERAL MIXED WASTE, ETC).
2. EROSION AND SEDIMENTATION CONTROL PLAN - SUBMIT EROSION AND SEDIMENTATION CONTROL PLAN THAT CONFORMS
WITH LOCAL MUNICIPALITY (DERM) AND FOLLOW CODE GUIDELINES AS APPLICABLE FOR SITE WORK.
3. WHITE CONCRETE SIDEWALK - MINIMUM SRI 85
4. LANDSCAPING - USE ALL NATIVE AND DRAUGHT TOLERANT PLANTS OR APPROVED EQUIVALENT.
5. CONCRETE - PROVIDE DETAILED DATA ON COMPANY LETTERHEAD INDICATING POST CONSUMER AND POST INDUSTRIAL
RECYCLING PERCENTAGES OF STEEL REINFORCING; THE PRODUCTS SUPPLIED ARE MANUFACTURED/FABRICATED WITHIN A RADIUS
OF 500 MILE FROM THE PROJECT SITE AND THE MANUFACTURED PRODUCTS ARE EXTRACTED OR RECOVERED WITHIN 500
MILES OF THE PROJECT SITE; PROVIDE DATA INDICATING COMPLIANCE WITH CEMENT SUBSTITUTION PERCENTAGE BY
WEIGHT OF POST -CONSUMER AND PRE -CONSUMER RECYCLED CONTENT; INCLUDE STATEMENT INDICATING COSTS FOR EACH
PRODUCT HAVING RECYCLED CONTENT; USE ANY TREATMENT WITH LOW TOXICITY AND EMIT LOW LEVELS OF VOLATILE
ORGANIC COMPOUNDS (VOC); USE FLY ASH, PDXXOLAN, GROUND GRANULATED BLAST -FURNACE SLAG, AND SILICA FUME AS
NEEDED TO REDUCE THE TOTAL AMOUNT OF PORTLAND CEMENT BY NOT LESS THAN 40 PERCENT. INDICATE AMOUNT AND VALUE
OF MATERIAL USED.
6. STRUCTURAL STEEL - FOR EACH STEEL PRODUCT SPECIFIED A DOCUMENT SIGNED BY THE MANUFACTURER/FABRICATOR STATING
COMPLIANCE WITH THE REQUIREMENT OF THE ENVIRONMENTAL OBJECTIVES; FOR PRODUCTS HAVING RECYCLED CONTENT
DOCUMENTATION INDICATING PERCENTAGES BY WEIGHT OF POST -CONSUMER AND PRE -CONSUMER RECYCLED CONTENT.
INCLUDE STATEMENT INDICATING COSTS FOR EACH PRODUCT HAVING RECYCLED CONTENT; E19; PROVIDE DATA INDICATING
POST -CONSUMER AND POST INDUSTRIAL PERCENTAGES OF STEEL REINFORCING AND STEEL EMBEDMENT'S; ALL STEEL SHALL
USE STEEL MADE IN AN ELECTRIC ARC FURNACE (EAF); PROVIDE PRODUCTS WITH AN AVERAGE RECYCLED CONTENT OF STEEL
SO POST -CONSUMER RECYCLED CONTENT PLUS ONE HALF PRE -CONSUMER RECYCLED CONTENT IS NOT LESS THAN 50 PERCENT;
WHERE APPLICABLE, PRIMING TO BE VOC COMPLIANT.
7. STEEL JOISTS - FOR PRODUCTS HAVING RECYCLED CONTENT, DOCUMENTATION INDICATING PERCENTAGES BY WEIGHT OF
POST -CONSUMER AND PRE -CONSUMER RECYCLED CONTENT; INCLUDE STATEMENT INDICATING COSTS FOR EACH PRODUCT
HAVING RECYCLED CONTENT; PROVIDE PRODUCTS WITH AN AVERAGE RECYCLED CONTENT OF STEEL SO POST -CONSUMER
RECYCLED CONTENT PLUS ONE HALF OF PRE -CONSUMER RECYCLED CONTENT IS NO LESS THAN 60 PERCENT; WHERE APPLICABLE,
PRIMING TO BE VOC MINIMUM LEVEL COMPLIANT.
8. ALUMINUM - WALKWAY COVERS MINIMUM SRI 29.
9. ARCHITECTURAL WOODWORK AND ROUGH CARPENTRY - ALL ADHESIVE AND SEALANTS USED ON THE INTERIOR OF THE
BUILDING SHALL COMPLY WITH THE SCAQMD VOC LIMITS, AS REFERENCED IN LEED FOR NEW CONSTRUCTION - LATEST
EDITION; LIST ALL ADHESIVE, SEALANTS AND PRIMERS TO BE USED IN THIS PROJECT; COMPOSITE WOOD, AGRIFIBER
PRODUCTS AND VENEER (MDF, PLYWOOD, PARTICLEBOARD, ETC.) TO BE URETHRA -FORMALDEHYDE FREE; PROVIDE
MANUFACTURER'S SPECIFICATION AND PROOF OF PURCHASE TO SHOW COMPLIANCE WITH THE LIMITS. COMPLY WITH FSC
CERTIFIED WOOD REQUIREMENTS.
10. ROOFING SYSTEM - ROOF SURFACE MUST BE REFLECTIVE WITH MINIMUM SRI 78.
11, BUILDING INSULATION - THE PRODUCTS SUPPLIED ARE MANUFACTURED/FABRICATED WITHIN A RADIUS OF 500 MILE FROM THE
PROJECT SITE AND THE MANUFACTURED PRODUCTS ARE EXTRACTED OR RECOVERED WITHIN 500 MILES OF THE PROJECT SITE;
PROVIDE DATA INDICATING COMPLIANCE WITH 30% MINIMUM BY WEIGHT OF RECYCLED CONTENT; INCLUDE STATEMENT
INDICATING COSTS FOR EACH PRODUCT HAVING RECYCLED CONTENT; USE ANY TREATMENT WITH LOW TOXICITY AND EMIT
LOW LEVELS OF VOLATILE ORGANIC COMPOUNDS (VOC).
12. SPRAY APPLIED FIRE RESISTIVE MATERIALS - STRUCTURAL GLAZING ADHESIVES USED ON THE INTERIOR OF THE BUILDING
SHALL COMPLY WITH THE SCAQMD VOC LIMITS, AS REFERENCED IN LEED FOR NEW CONSTRUCTION - LATEST EDITION;
LIST ALL ADHESIVES TO BE USED IN THIS PROJECT; PROVIDE MANUFACTURER'S SPECIFICATION AND PROOF OF PURCHASE TO
SHOW COMPLIANCE WITH THE LIMITS.
13. WOOD DOORS - FSC (FOREST STEWARDSHIP COUNCIL) CERTIFIED; USE A MINIMUM OF 50 PERCENT WOOD BASED
MATERIALS AND PRODUCTS THAT ARE CERTIFIED IN ACCORDANCE WITH THE FSC; PROVIDE 95 PERCENT WOOD BASED
MATERIALS AND PRODUCTS THAT ARE FSC CERTIFIED AND COST DIFFERENTIAL; PROVIDE A LIST OF ITEMS AND/OR
COMPONENTS OF PRODUCTS INCLUDING PRODUCT TYPE, MANUFACTURER AND APPROPRIATE CERTIFICATION NUMBER.
14. GYPSUM WALLBOARD - FOR PRODUCTS HAVING RECYCLED CONTENT, DOCUMENTATION INDICATING PERCENTAGES BY
WEIGHT OF POST -CONSUMER AND PRE -CONSUMER RECYCLED CONTENT; INCLUDE STATEMENT INDICATING COSTS FOR EACH
PRODUCT HAVING RECYCLED CONTENT; PROVIDE PRODUCTS WITH AN AVERAGE RECYCLED CONTENT SO POST -CONSUMER
RECYCLED CONTENT PLUS ONE HALF OF PRE -CONSUMER RECYCLED CONTENT IS NO LESS THAN 70 PERCENT. WHEN POSSIBLE,
THE PRODUCTS SUPPLIED SHOULD BE MANUFACTURED/FABRICATED WITHIN A RADIUS OF 500 MILE FROM THE PROJECT SITE
AND THE MANUFACTURED PRODUCTS ARE EXTRACTED OR RECOVERED WITHIN 500 MILES OF THE PROJECT SITE; SHOULD
BACKING BE REQUIRED FOR INSTALLATION OF EQUIPMENT/FIXTURES/ACCESSORIES, COMPLY WITH FSC CERTIFIED WOOD.
15. PAINTS & COATINGS - ALL PAINTS AND COATINGS USED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE
SCAQMD VOC LIMITS, AS REFERENCED IN LEED FOR NEW CONSTRUCTION - LATEST EDITION; LIST ALL PAINTS, PRIMERS
AND COATINGS TO BE USED IN THIS PROJECT; PROVIDE MANUFACTURER'S SPECIFICATION AND PROOF OF PURCHASE TO
SHOW COMPLIANCE WITH THE LIMITS.
16. CARPET - PROVIDE MANUFACTURER'S SPECIFICATION AND PROOF OF PURCHASE TO SHOW COMPLIANCE WITH THE LIMITS;
PROVIDE CARPET THAT COMPLIES WITH GREEN LABEL PLUS PROGRAM.
17. ACOUSTICAL CEILING - FOR PRODUCTS HAVING RECYCLED CONTENT, DOCUMENTATION INDICATING PERCENTAGES BY
WEIGHT OF POST -CONSUMER AND PRE -CONSUMER RECYCLED CONTENT; INCLUDE STATEMENT INDICATING COSTS FOR EACH
PRODUCT HAVING RECYCLED CONTENT; PROVIDE PRODUCTS WITH AN AVERAGE RECYCLED CONTENT SO POST -CONSUMER
RECYCLED CONTENT PLUS ONE HALF OF PRE -CONSUMER RECYCLED CONTENT IS NO LESS THAN 70 PERCENT. WHEN POSSIBLE,
THE PRODUCTS SUPPLIED SHOULD BE MANUFACTURED/FABRICATED WITHIN A RADIUS OF 500 MILE FROM THE PROJECT SITE
AND THE MANUFACTURED PRODUCTS ARE EXTRACTED OR RECOVERED WITHIN 500 MILES OF THE PROJECT SITE; ALL ADHESIVES
USED ON THE INTERIOR OF THE BUILDING SHALL COMPLY WITH THE SCAQMD VOC LIMITS, AS REFERENCED IN LEED FOR
NEW CONSTRUCTION VERSION 2.2 (SEE ATTACHED); LIST ALL ADHESIVES USED IN THIS PROJECT; PROVIDE MANUFACTURER'S
SPECIFICATION AND PROOF OF PURCHASE TO SHOW COMPLIANCE WITH THE LIMITS.
18. PLUMBING FIXTURES - DUAL FLUSH TOILETS; WATERLESS URINALS; SHOWER HEADS WITH 1.6 GPF OR LESS, FAUCETS WITH
1.6 GPF OR LESS.
19. HVAC EQUIPMENT - HVAC EQUIPMENT CANNOT USE CFC BASED REFRIGERANT; SELECT MINIMUM IMPACT REFRIGERANTS;
AVERAGE REFRIGERANT IMPACT BASED ON OZONE DEPLETION POTENTIAL AND GLOBAL WARMING POTENTIAL MUST BE
BELOW 100.
20. FILTERS - PROVIDE IN ACCORDANCE WITH SMACNA CHAPTER 3 (MIN DURING CONSTRUCTION MERV 8 AND BEFORE OCCUPANCY
MERV 13).
21. CO2 DETECTORS - FURNISH AND INSTALL CO2 MONITORS AND SET TO SOUND ALARM AT 10 PERCENT CHANGE.
22. MANUFACTURED ITEMS - FOR ALL LEED RELATED MANUFACTURED ITEMS CONTRACTOR AND/OR SUB -CONTRACTOR SHALL
PROVIDE MANUFACTURER'S PRODUCT INFORMATION AND DOCUMENTATION AS WELL AS PROOF OF PURCHASE IN ORDER TO
SHOW LEED COMPLIANCE.
13 N.T.S. SUSTAINABILITY NOTES
1. ALL WORK TO CONFORM WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS.
2, ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE BEST PRACTICES OF THE CONSTRUCTION TRADE.
3. VERIFY ALL DIMENSIONS INDICATED ON DRAWINGS WITH FIELD CONDITIONS BEFORE PERFORMING ANY WORK, OR BEFORE
FABRICATING OR ORDERING ANY MATERIALS OR PRODUCTS. DO NOT SCALE DRAWINGS. REPORT ANY DISCREPANCIES TO THE
ARCHITECT BEFORE PROCEEDING.
4. ALL DETAILS SECTIONS, DIAGRAMS, ETC. ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE PROJECT.
5. ALL CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH, AND CONFIRM ALL EXISTING MATERIALS, QUANTITIES, DIMENSIONS AND
CONDITIONS PRIOR TO SUBMITTING THEIR BID.
6. ALL TRADE CONTRACTORS SHALL VERIFY ALL UTILITIES, AND PLACEMENT LOCATIONS OF PIPE CONDUIT, EQUIPMENT, DUCTWORK,
ETC., PRIOR TO SUBMITTING BIDS, COORDINATE TO SCHEDULE WALK-THRU,
7. ALL MATERIALS FURNISHED ON THE JOB SITE SHALL BE NEW AND STORED IN SUCH A MANNER AS TO PROTECT THEM FROM DAMAGE
1N ANY FORM.
8. ALL CONTRACTORS ARE TO KEEP THE JOB SITE CLEAN AND FREE OF ALL DEBRIS AT ALL TIMES.
9. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS BY THE BUILDING AUTHORITIES. COST OF SPECIAL INSPECTORS SHALL BE
INCLUDED IN THE PROJECT COST IF NECESSARY.
10. WARRANTY AND SERVICE ALL WORK IN CONTRACT.
11. CONTRACTOR AND SUBCONTRACTOR SHALL PRODUCE ALL REQUIRED PROOF OF LICENSES AND INSURANCE.
12, PROVIDE TERMITE PROTECTION WHERE APPLICABLE PER CODE AND LOCAL REGULATIONS.
13. ALL NEW WALL/CEILING FINISHES AND INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -
DEVELOPED INDEX OF NOT MORE THAN 450
14. ALL WORK, MATERIALS AND EQUIPMENT ARE TO BE RETAINED INSIDE PRIVATE PROPERTY
15. ANY WORK, AND/OR IMPROVEMENTS AND/OR USE OF EQUIPMENT WITHIN THE RIGHT OF WAYS INCLUDING LANDSCAPING AND
IRRIGATION WILL REQUIRE A SEPARATE CMB PUBLIC WORKS DEPARTMENT RIGHT OF WAY CONSTRUCTION PERMIT "PRIOR TO START
OF CONSTRUCTION"
16. MATERIAL TYPES, FINISHES, COLORS, PANELS, TEXTURES, ETC. TO BE COORDINATED WITH OWNER/ARCHITECT AND REFERENCED
TO CONSTRUCTION MANUAL.
Drawina # scale:
FT
S, GENERAL NOTES
CONSTRUCTION (VOTES:
1. Structural drawings shall be worked together with
Architectural, Mechanical, Electrical and Plumbing drawings to
locate depressed slabs, slopes, drains, outlets, recesses,
openings, reglets, bolt settings, sleeves, dimensions, etc.
Discrepancies shall be brought to the attention of the architect
before proceeding with any and all work.
2. Contractor to verify all dimensions and conditions at the job
site before starting any work. Bring all discrepancies to the
attention of the architect before beginning any work.
3. Contractor to verify the location of any and all underground
and overhead utility lines in the area of proposed work,
4. NO deviations of these plans are to be made, in any way,
without the express WRITTEN permission of the architect.
Alternate equipment may only be substituted with written
approval of the architect.
5. Review of ALL shop drawings is required by the architect and
the general contractor. The owner, contractor or sub-
contractor is required to submit all shop drawings in order that
the architect can check layout concept. The architect shall
then accept the shop drawings as substantially conforming to
the design intent or reject the shop drawings. All shop
drawings approved by the architect shall bear the signature of
the same.
6. All shop drawings shall be submitted on 24" X 36" BOND
PAPER ONLY. Submit six (6) copies for approval. Truss
drawings shall be at the same scale as that of the floor plan,
and all shop drawings shall be sealed and signed with
calculation by a Florida registered engineer in order to be
approved.
7. These drawings are diagrammatic only. It is not the intent of
these drawings to show every minor detail of construction.
8. The contractor shall furnish and install all items for a complete
building system and provide all requirements necessary for
equipment to be placed in proper working order,
9. The contractor shall promptly notify the architect in writing of
the existence of any observed variations between the
contract documents and the applicable codes or ordinances.
10. Comply with sustainable notes and guidelines as appropriate
for the project scope.
SITE PREPARATIONS
A) GENERAL
1. Fill and backfill to be compacted to a minimum of 95% of the
maximum density at optimum moisture as determined by the
standard proctor test.
2. Fill material to be clean course sand and crushed limerock free
of organic or deleterious material, of a minimum dry density of
110 pounds per cubic ft.
3. Material excavated from the site may be reused for fill
provided it is free from blacktop, organic or deleterious material
and is combined with a limerock fill to give a suitable fill material
of minimum dry density of 110 pounds per cubic foot and will
compact to 95% of the maximum dry density.
4. After removal of any top soil, debris, and organic or
deleterious material, compact existing material with a heavy
self-propelled vibratory roller (min. static weight of 10 tons)
with a minimum of 1 passes overlapping 6".
B) GRADING
1. Contractor shall provide a sub grade to within 6" of final grade
specified on the site or grading plan. If landscape drawings
are provided as part of this drawing set, information on
landscape drawings supersede all other drawings.
C) LANDSCAPING
1. All disturbed grass to be replaced with matching turf.
2. All existing trees to remain to be protected as per Municipal
guidelines and applicabie arbor practices.
SOIL STATEMENT: soil at this site is sand & rock adequate to
support the design load of 2000 psf. after excavation signed
and sealed letter will be submitted by the architect or the
engineer attesting that the site has been observed and the
foundation conditions are similar to those upon which the
design is based on.
TERMITE PROTECTION STATEMENT: In accordance with FBC
2014, 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." A weather resistant jobsite posting
board shall be provided to receive duplicate treatment
certificates as each required protective treatment is
completed, providing a copy for the person the permit is issued
to and another copy for the city of Miami building permit files.
The treatment certificate shall provide the product used,
identity of the applicator, time and date of the treatment, site
location, area treated, chemical used, percent concentration
and number of gallons used, to establish a verifiable record of
protective treatment. If the soil chemical barrier method for
termite prevention is used, final exterior treatment shall be
completed prior to final building approval. In addition, a
permanent sign which identifies the termite treatment provider
and need for re -inspection and treatment contractor,
DEMOLITION
1. All demolition and construction debris shall be properly
disposed of with all recyclable material separated and
delivered to the appropriate agencies
2. It is the responsibility of the General Contractor to notify
architect/owner of conditions discovered during demolition that
effect the existing structures to remain and to coordinate with
architect/owner for resolution.
3. All necessary precautions shall be utilized to maintain the
environmental, structural, electrical, mechanical and plumbing
integrity of the building and all systems so that the habitability
of the residence outside the scope of work, remains.
4. All trades to clean up jobsite daily of all demolished debris.
5. Provide demolition and construction schedule to owner and
architect before commencing any work.
6. Coordinate with owner on work to be performed. Obtain all
necessary approvals and/or permits prior to commencing with
any work,
7. Contractor to provide for trash and debris removal and is not
allowed to use any existing trash receptacles on the site.
8. Any damage occurring during demolition shall be fixed or
replaced by this contractor to match existing.
wing # scale:
N.T.S. CONSTRUCTION NOTES
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCHITECTURE
Architects Studio, LLC A o3°A o902
NE 101st Street
Site
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NE 100 St Street
17 N.T.S. SITE MAP
3 DETAIL NO.
A600 CONSTRUCTION
DETAIL/PLAN
SYMBOL
SHEET NO.
+0'-0" A.F.F. BUILDING ELEVATION
HEIGHT SYMBOL
XXX DOOR SYMBOL
OWINDOW / LOUVER TAG
DETAIL NO. BUILDING, PARTIAL &
DETAIL SECTION
A-7 SHEET NO. SYMBOL
IV
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1 D N.T.S. SYMBOL NOTATION
Drawinc #
If
N.T.S. NOT USED
e:1:0
ASTU
ms. .,
:9
100 NE 101 st Street
Miami Shores, FL 33138
Scope of Work: The scope of work for the project includes new exterior doors and windows, New roofing
FS
finishes, a replacement air handler under a separate permit, new interior finishes,
replacment of fixtures and minor changes to bathrooms and relocated laundry
equipment, and general finishes throughout. No structural work will be performed under
this permit.
Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70
LOTS 13 & 14 BLK 15
LOT SIZE IRREGULAR
OR 20710-1074 09 2002 1
Occupant Loads
Total for entire site:
Plumbing Fixtures
Zoned:
k .1
Loft Shower
Shower #2
Sink Kitchen -Island
Sink Vanity -Round
Toilet-Domestic-31D
Tub-Rectangular-3D
Grand total: 12
1
1
1
5
3
1
Total Parking Area
Occupancy Type:
Construction Type:
Classification of Work:
Code References:
Florida Building Code 6th Edition, Building (2017)
Existing Building (2017), Residential (2017)
swing # Scale:
16 N.T,S. PROJECT INFORMATION
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R-17.5, R-18.5
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R-3
Type V Unprotected_
Level 2
APPLICABLE CODES AND STANDARDS
THE FOLLOWING BUILDING CODES, CURRENT EDITIONS UNLESS
OTHERWISE SPECIFIED, WILL BE ADHERED TO:
FLORIDA BUILDING CODE - 6TH EDITION (2017)
TO THE BEST OF THE ARCHITECT'S KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING
CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED
BY THE LOCAL AUTHORITY IN ACCORDANCE WITH FBC 105.13.4.4 AND 633
FLORIDA STATUTES.
NOTE: 2017 FBC 105.10
A WEATHER RESISTANT JOBSITE BOARD SHALL BE PROVIDED TO RECEIVE DUPLICATE TREATMENT
CERTIFICATES AS EACH REQUIRED PROTECTIVE TREATMENT IS COMPLETED, PROVIDING A COPY FOR
THE PERSON THE PERMIT 1S ISSUED TO AND ANOTHER COPY FOR THE BUILDING DEPARTMENT FILES.
THE TREATMENT CERTIFICATE SHALL PROVIDE THE PRODUCT USED, IDENTITY OF APPLICATOR, TIME
AND DATE OF THE TREATMENT, SITE LOCATION, AREA TREATED, CHEMICAL USED, PERCENT
CONCENTRATION AND NUMBER OF GALLONS USED, TO ESTABLISH A VERIFIABLE RECORD OF
PROTECTIVE TREATMENT. IF THE SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS
USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.
NOTE: Interior wet areas shall use Densglass Gold 5/8" wallboard or architect approved equivalent.
NOTE: All insulation materials to have a flame spread index of not more than 25 and a smoke -developed index of not more than 450
NOTE: All door glazing shall be category II safety glazing.
NOTE: All side lites, and glazing adjacent to any door shall be category 11 safety glazing.
NOTE: All glazing in or adjacent to tubs, showers shall be category II safety glazing.
NOTE: Sound board sheathing to be used for ceilings and as additional surface sheathing on all demising walls, GC to coordinate with
owner for specific locations.
NOTE:Existing glazing configuration to remain unchanged with existing design pressures. New egress units conform to existing design
pressures on record documents.
NOTE: All fire rated double doors shall have astragal and coordinator.
NOTE: All fire rated doors shall have self closing hardware sets.
NOTE: All guardrails shall remain 42" min, above finished floors.
I lid PO TACIT H !
Each trade, manufacturer, and/or supplier has the ultimate responsibility to understand its scope of work within this set
of plans completely prior to commencing any work. Any discrepancies, questionable, or unclear conditions are to be
brought to the architects attention for clarification.
wing # Scale:
L��T-S-
CODE REFERENCES
-1 0®
Project number 18019
Date November 4, 2019
No. Description Date
1 Revision 1 12-06-2019
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Site Plan
A-101
roiect number 180'
ate November 4, 20
11 1 Revision 1 112-06-2019 1
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DOOR NUMBER KE
WINDOW KEY
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WALL TYPE KEY
NOTE KEY
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WALL TYPE
SCHEDULE
Existing
1
2 - 3.511 Mtl.
Mark
Description
1
Exterior NUDUHA wall - See D41A-700
213
Interior metal channel GW B wall - See 0141A-700
4
CMU wall w/ rigid insulation & GWB - See D14IA-70D
NOTE: Interior wet areas shall use Densglass Gold 5/8"
wallboard or architect approved equivalent.
NOTE: Shower and bathtubs shall have non absorbent floor
and wall finish up to 72" above FFE.
NOTE: Wall and ceiling finishes shall have a flame spread index
of not greater than 200. Wall and ceiling finishes shall have a
smoke -developed index of not greater than 450. All insulation
materials to have a flame spread index of not more than 25 and
a smoke -developed index of not more than 450
NOTE: All door glazing shall be category 11 safety glazing if
greater than 9sf or category I if less than 9sf..
NOTE: All side lites, and glazing adjacent to any door shall be
category II safety glazing.
NOTE: All glazing in or adjacent to tubs, showers shall be
category 11 safety glazing. 1/4" min. framed, 3/8" min. framless.
NOTE:Existing glazing configuration to remain unchanged with
existing design pressures. .
NOTE: Glazing within 60" of floor level in walls surrounding tub
or shower, & within 60" horizontally of tub or shower shall be
safety glazing cat. 11. 1/4" min. framed, 3/8" min. framless.
RM-100 -- Bedroom # 1 — Replace existing light fixture.
RM-101 — Closet — No work to be performed in this area.
Fill02 — Closet — No work to be performed in this area.
RM-103 — Foyer — Replace existing light fixture.
RM-104 — Bathroom # 1 — New flooring & wall finishes,
relocated new toilet connected to existing plumbing connection,
now LED ceiling lights to existing ceiling light circuit, new
bathtub in existing location with frameless glass shower door,
new two bowl vanity to existing vanity plumbing connection.
RM-105 — Den — Now flooring finishes.
RM-106 — Laundry Closet — Relocate existing Washer/dryer
and all associated connections to laundry closet, new flooring
finishes.
RM-107 — Living Room — Now flooring finishes.
RM-108 — Dining Room — New flooring finishes, new ceiling
finishes.
RM-109 — Closet — Now flooring finishes.
RM-110 -- Kitchen — New flooring finishes, new ceiling finishes.
RM-111 — Pantry — New flooring finishes.
RM-112 — Bedroom # 2 — Replace existing door with new
interior door, includes now Tamarack Technologies transfer
grill
RM-113 — Bathroom # 2 — New 80 CFM exhaust fan to exterior,
includes varmint screen.
RM-114 — Closet — No work to be performed in this area.
RM-115 — Garage — Existing garage floor slab to be cleaned
and degreased and prepared for now liquid applied flooring
finish. Replace existing laundry sink in same location.
RM-200 — Garage Loft — No work to be performed in this area.
RM-201 — Closet — No work to be performed in this area.
RM-202 — Kitchenette — No work to be performed in this area.
RM-203 — Bathroom — Existing toilet to be replaced in existing
location. Existing vanity and sink to be replaced in existing
location. Existing light fixture to be replaced. New WB exhaust
fan/Light to be installed, exhaust to exterior, includes varmint
screen.
Floor Plan Legend & Schedule
133rd
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCHITECTURE
AND CONSULTING
AR 96398 AR 92953,
ID 5054, A26001202
Johnison-ThOmas
100 NE 101st Street
Miarni Shores, FL 33138
18019
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2Asting roof finishes to be removed, under separate permit, GC to
coordinate with roofing sub -contractor and owern/architect to
repair/replace sub roof components and or structural members as
needed.
NOTE: GC to coordinate salvage of any and/or all fixtures and
equipment with owner and architect.
Demolition Component/area
NOT USED
NOT USED
(3 f 5) 2 5 3 - 5 7 81'
13063 SW 133rd Ct
Miami, FL 33186
Demolition Notes & Schedule
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCYRTJ. CT V RE
AND CONSULTING
AR 96398 AR 92953,
ID 50541 A26001202
Johnson-'-homas
Construction o
cuments
100 NE 101 st Street
Miami Shores, FL 33138
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Description
1
Exterior NUDURA wall- See 041A-700
2/3
interior metal channel GW13 wall - See ❑141A-700
4
CMU wall wl rigid insulation & GWB - See D147A-700
NOTE: Interior wet areas shall use Densglass Gold 5/8"
wallboard or architect approved equivalent.
NOTE: Shower and bathtubs shall have non absorbent floor
and wall finish up to 72" above FFE.
NOTE: Wall and ceiling finishes shall have a flame spread index
of not greater than 200. Wall and ceiling finishes shall have a
smoke -developed index of not greater than 450. All insulation
materials to have a flame spread index of not more than 25 and
a smoke -developed index of not more than 450
NOTE: All door glazing shall be category II safety glazing if
greater than 9sf or category I if less than 9sf..
NOTE: All side lites, and glazing adjacent to any door shall be
category II safety glazing.
NOTE: All glazing in or adjacent to tubs, showers shall be
category II safety glazing. 1/4" min. framed, 318" min. framless.
NOTE:Existing glazing configuration to remain unchanged with
existing design pressures. .
NOTE: Glazing within 60" of floor level in walls surrounding tub
or shower, & within 60" horizontally of tub or shower shall be
safety glazing cat. II. 114" min. framed, 3/8" min. framless.
RM-100 — Bedroom # 1 — Replace existing light fixture.
RM-101 — Closet — No work to be performed in this area.
RM-102 — Closet — No work to be performed in this area.
RM-103 — Foyer -- Replace existing light fixture.
RM-104 — Bathroom # 1 — New flooring & wall finishes,
relocated new toilet connected to existing plumbing connection,
new LED ceiling lights to existing ceiling light circuit, new
bathtub in existing location with frameless glass shower door,
new two bowl vanity to existing vanity plumbing connection.
RM-105 — Den — New flooring finishes.
RM-106 — Laundry Closet — Relocate existing Washeridryer
and all associated connections to laundry closet, new flooring
finishes.
RM-107 — Living Room — New flooring finishes.
RM-108 — Dining Room — New flooring finishes, new ceiling
finishes.
RM-109 — Closet — New flooring finishes.
RM-110 — Kitchen — New flooring finishes, new ceiling finishes.
RM-111 — Pantry — New flooring finishes.
RM-112 — Bedroom it 2 — Replace existing door with new
interior door, includes new Tamarack Technologies transfer
grill
RM-113 — Bathroom # 2 — New 80 CFM exhaust fan to exterior,
includes varmint screen.
RM-114 — Closet — No work to be performed in this area.
RM-115 — Garage — Existing garage floor slab to be cleaned
and degreased and prepared for new liquid applied flooring
finish. Replace existing laundry sink in same location.
RM-200 — Garage Loft — No work to be performed in this area.
RM-201 — Closet — No work to be performed in this area.
RM-202 — Kitchenette — No work to be performed in this area.
RM-203 — Bathroom — Existing toilet to be replaced in existing
location. Existing vanity and sink to be replaced in existing
location. Existing light fixture to be replaced. New WB exhaust
fan/Light to be installed, exhaust to exterior, includes varmint
screen.
Floor Plan Legend & Schedule
(3 0 5) 2 5 3 - 5 7 8
13063 SW 133rd Ct
Miami, FL 33186
Second Floor Plan
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARMTECTURE
1 AND CONSULTING
AR 96398 AR 92953,
ID 5054, A26001202
100 NE 101st Street
Miami Shores, FL 33138
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SEBASTIAN EILERT, AIA, LEEK
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCHITECTURE
AND CONSULTING
AR 96398 AR 92953,
1D 5054, A26001202
A-400
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Project number 16019
Date November 4, 2019
No. Description Date
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AR 92953
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NOT
N.T.S. O ULD28SED
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E
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NOT USED
1. New window
2. New door
3. New roofing finishes under separate permit, roofing contractor to
coordinate with owner/architect for required repairs of existing
ranting elements upon discovery.
- Demolition (typ.)
# scale:
EH�
Elevation Schedule
19 1/4" = 1'-0" North -New
�Y-_.�•- fir.-_`�""'� ���
O
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+39.0,
Slider
fI �
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1 �
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ZONE ZONE 4
4p 0 7
I
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j ZONE-4
ZONE-4
+39.0,
I +39.0,
+39.0,
-42.0
-42.0
-42.0
T.O. Roof - Existin
20' -1 314"
T.O.T.B. - Existin
16' - 8- 710
I 1-
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T.O. Roof - Existin
20' - 1 314"
T.O.T.B. - Existing_
1 61 - 8"
Second Floor
8'-4"
-- ' �l k T/ i ♦ ' Y.���./O/ i /kL I f �_L € -:I�
/ I
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:
11.4
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8 North -Existing
SEBASTIAN EILERT, AIA, LEED
DANIEL C. LEWIS, AIA
SUSTAINABLE
ARCHITECTURE
LLUAND CONSULTING_
AR 96398 AR 92953,
ID 5054, A2600I202
Elevations
A-500
Project number 18019
Date November 4, 2019
No. Description Date
AR 96398
AR 92953
a
00
it r
z 1, New window
2. New door
3. New roofing finishes under separate permit, rooting contractor to
coordinate with owner/architect for required repairs of existing
roofing elements upon discovery.
Demolition t
Yp'1
T.O. Roof - Existina A-
_ ...
_
N E
39.0�,j
- N E N E N�JE�
3�.0; 3,9r.O J 3� 0,
J ��524J'
# Some:
Elevation Schedule
E-T=-S-
NOT USED �L6 114" = 1'-0" West - Existing
(305)253-5786 Eilu-sft--rt Lewis
13063 SW 133rd Ct a
Miami, FL 33186 A rc h i tect. St u d i o
ul[ _ r] I
{
L Ir _
Or
T.
SEBASTIAN EILERT, AIA, LEEDQt
DANIEL G. LEWIS, AIA
SUSTAINABLE �
-8 A
0
ARCHITECTURE "
AND CONSULTING ;
AR 96398 AR 92953L L
ID 5054, A26001202
Elevations
A-501
Project number 18019
Date November 4, 2019
No. Description Date
,d Floor 4
QI - 0� \
CO�R
11.44' ' �-
AR 96398
AR 92953
T
0
co
1. New window
2. New door
3. New roofing finishes under separate permit, roofing contractor to
coordinate with owner/architect for required repairs of existing
roofing elements upon discovery.
Demolition (typ,)
L Lff
; 1'-0" Elevation Schedule
q
F3_1� , 3 1
South - New
South - Existing
O
ZONE-5
+39.0,
Slider
-52.0
rI
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I
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1 F3
C�
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ZONE-5
+39.0,
_r10 n
I I I_I I I-1 I I_I 1=1 I I
1I-
A-502
roject number 1801
late November 4, 201
T.O. Roof - Existin)
20' - 1 3/4"
�r
T.O.T.B. - Existing
16'-8"
0
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01-011
COR
T.O. Roof - Existing
20' - 1 3/4"
T.O.T.B. - Existin
.16'-8„
Second Floor
8'-4,1 70
AR 96398
AR GOGrIq
K
1. New window
2. New door
3. New roofing finishes under separate permit, roofing contractor to
coordinate with owner/architect for required repairs of existing
roofing elements upon discovery.
- Demolition (typ.)
Fl/=-V-0" Elevation Schedule
# Scale:
N.T.S. NOT USED
East - New
ving # Scale:
6 1I4" = 1'-0" East -Existing
r �..
ill I
�-
i
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCMTECTURE
AND CONSULTING
LLC AR 96398 AR 92953,
ID 5054, A26001202
ee Po
gEl
ge _
:Fu DO
B
ag.
O
ZONE 4
ZONE 4
ZONE-4
}42.0
oJ
+42,0
_3939.o,
.0
I / 17
,l-% �
Elevations
-53
Project number 18019
Date November 4, 2019
T.O. Roof - Existing
20' - 1 314" 5�
T.O.T.B. - Existing
16-8"
Q U
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Second Floor
8'-4"
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I I I I= 11.44
T.O. Roof - Existing
20' - 1 314"
T.O.T.B. - Existin
16'-8
Second Floor
O 1 — (11
No. Description Date
AR 96398
AR 92953
0
N
d'
suuJor � I4
z
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(305)253-57 8 6 Ebert Lewis
13063 SW 133rd Ct 11
Miami, FL 33186 Architects Studio
Vapor Barrier
/
5/8" DensGlass panels attached
per manufacturers
recomendations & code
-':
4" bait insulation (sound batt)
\'
Tile over thin set (floors, walls
..
and ceiling)
"
r
Waterproofing (JAMO
waterproof) at walls, floors and
ceiling, appllied per
manufacturers specs.
Provide marine grade plywood
backing where required for all
fixtures, grab bars, wall -
mounted fixtures, ETC; typical
all toilet rooms, treatment
w
d
/I
rooms, etc.
r
J
3-5/8" Galvanized Metal channel
.,,.
runner (top & bot.) and vertical
-�
@ 16" O.G. to underside of
structure
/
Acoustical sealant, (top &
bot. both sides)
LL
ri
Monolithic waterproofing over
all interior surfaces of restoom
& shower, to be applied before
any finish materials installed.
1>-
Mortar bed, slope max.
1/4":12" toward drain
Floor Slab
4
Adjacent
Restroom &
Room I Shower
GC to submit specifications
for any deviations from above
awing # Scale:
18 3" = 1'-0" Wall Assembly - Wet Wall
I
0
<V
0
_r
4x4 Nominal wood post, preservative
or decay and termite resistant @
4'-0" O.C.
2x4 Nominal wood Rail,
preservative or decay and
termite resistant. WI (4) hot
dipped galvanized 16d nails
min.
— Wood cladding, min 5/8"
thickness, Nails shall penetrate
wood rail equal to the thickness
of the rail, no less than (2) nails in
any connection
Wood Fence Detail
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCHITECTUREcz
AND CONSULTINGL L 8
AR 96398 AR 92953,
ID 5054, A26001202
Fasteners @ 16" O.C.
Horizontal Wood
Blocking @ 96" AFF
5/8" Gypsum
Wallboard
On Each Side Of 2x4
Wood Studs @ 16"
O.C., primer, painted
two coats finish min.
Latex based
Wood Base
Fasteners @ 16"
O.C.
1'-0" Wail Assembly - Interior Wood Frame
' u^^ `eft tin -capped @12"
jer #90 membrane
with # 10x21/2" nails
10 3" = 1'-0" i Roofing - Drip Edge
8D Nails At Boundary
And Support Edges At
4" O.C.
8D Nails At Intermediate
Framing At 6" O.C.
19/32" CDX
Plywood sheathing
Galvanized metal
drip edge
1x3 P.T. Wood
nailer
2x Wood fascia
loof truss/Joist
(wood soffit
een vent
19/32" CDX Plywood Decking Fasten
To Joists With 8D Galvanized Ring
Shank Nails At 6" O.C. Field And 4"
O.C. Corners And End
Provide Blocking Between
Framing For 1st Sheet
i
Joist/Trusses (Typical)
wing # Scale: l�
Roofing - Sheathing Detail
Fasteners @ 16" O.C.
5/8" Gypsum Wallboard
On Each Side Of 2x
Metal Channel Studs, 25
ga min. Non-structural @
16" Q.C., primer, painted
two coats finish min.
Latex based
1/2" Stucco,
I primer, painted
JJ two coats finish
min. Latex based
2" Nominal Horizontal
Wood firestop 00
Blocking @ 96" AFF f
R-4.2 Rigid Insulation
Between 1x Furring
�r
5/8" Gypsum Wall -Board
On 1 x Wood
Furring @ 16" O.C.,
r I', primer, painted two coats o
f- finish min. Latex based N
8" CMU Wall ;� •J /' �,
_ U V V �]
V U U
i— Bentonita-wator LL LL J uE,
proofing-fr, l r on alll o
J
Y concre:& cur`aces U
_ below gradc.to a LL LL'
�- rein. of 6"«-1 we
J V V U J
17.1J V V
UUuuVJ _?
— Baseboard' s
(Owner Selected}
U U U ia:
U u
/ I.. U V V Cd
E
Wood Base
Fasteners @ 16" O.C.
4 a.
NOTE: R-Value supplied is for typical CMU insulated wall assembly.
R-Value Calculation - (Stucco R=0.2oxIN)+(CMU TYPICAL 8" R=1.04)+
(3/4" FOIL BACK RIGID INSULATION R=4.2)+(1/2" GWB 19=0.45)= R-5.79
awing # Scale: Drawing # Scale.
16 [_3'Wall Assembly - Interior Metal Channel L5 E3"_
=V-0.
Wall Assembly - CMU Wall Detail
x4" Wood Bracing Top
id Bottom Of Cabinet
ibinet
16" X 2" Screw/Washer
WALL HUNG FIXTURES:
1. Studs In Bearing Walls, Exterior Walls, Partitions Or Wall
Cabinets Supporting Wall Hung Plumbing Fixtures And Shall
Not Be Less Than 2X4, Where Spaced Not More Than 16"
O.C. Or Not Less Than 2X6 Where Spaced Not More Than
24" O.C.
2. A Horizontal Wood Member (Minimum 2X4), Shall Be
Installed For The Cabinetry Walls And Securely Fastened To
Not Less Than 2 Studs.
wing # scale:
9 ==NTS Cabinetry Attachment Detail
Fasteners At Boundary And
Support Edges At 4" O.C. -
Fasteners At
Intermediate Framing
At 6" O.C. �
Sheathing Fasten At 6"
O.C. Field And 4" O.C.
Corners And End
it
� ' 1
I I I
f
Joisi/Trusses/Framing/
Furring (Typical)
wing # Scale:
Sheathing Detail
Wall Sections
Details
A-700
Project number 18019
Date November 4, 2019
i
ving # Scale:
Cabinetry Section
No. Description Date
I Blocking At
)f Cabinet.
Nith 3/16"(x
Staffer
inet
0
0
CV
I
AR 96398
AR 92953
oou0'J
LL
U
J
J Ul3Vc/U
J J
SUUU'�
u u
U V u V
JULL V V'J
U
V
J V V V 'J 'J
LL
-)UULLUc1
s �
y-
Flrawinn tk
�7 [N�.�T.S] NOT USED
IN
Door Schedule
Fenestration
Fenestration
Mark Floor Width Height Type
Int/Ex# Pressures
zone NOA
Manufacturer Model U-Value SHGC impact
Comments
106-A
Ground Floor
36'°
80"
Bifold-2 Panel
Int.
NA
NA
NA
NA
NA
NA
107-A
Ground Floor
39"
82"
Single -Glass
Ext.
+39.0, -42.0
ZONE-4
FL-21469
Eco Window Systems, LLC
Eco Series 850
0.75
0.25
Y
Frosted -Privacy
108-A
Ground Floor
38"
85'°
Single -Glass
Ext.
+39.0, -42.0
ZONE-4
FL-28367
Eco Window Systems, LLC
Eco Series 600
0.75
0.25
Y
_
110-A
Ground Floor
32"
81 "
Single -Glass
Ext.
+39.0, -51.0
ZONE-5
FL-28367
Eco Window Systems, LLC
Eco Series 600
0.75
0.25
Y
Frosted -Privacy
112-A
Ground Floor
30"
80"'
Single -Flush
Int.
NA
NA
NA
NA
NA
NA
Includes new Tamarack Technologies transfer grill
200-A
Second Floor
34'°
80"
Single -Glass
Ext.
+39.0, -51.0
ZONE-5
FL-28367
Eco Window Systems, LLC
Eco Series 600
0.75
0.25
Y
Frosted -Privacy
Window Schedule
Type
Mark
Count
Floor
[Head Height
Width
Height
Type
Fenestration
Pressures
Fenestratio
n zone
NOA
Manufacturer Model
U-Value
SHGC
Impact
Comments
u v
Ground Floor
O U V
1
J`
Jr
f
J(
J
J 1 Ground Floor 6'-
Second Floor
1
A
4
Ground Floor
6' - 8"
37"
62 112"
Fixed
+39.0,-51.0
ZONE-5
FL-28367
Eco Window Systems, LLC
Eco Series 450
0.75
0.25
Y
�" �" 6VVV
Q
1
Second Floor
6' - 8"
74"
51 "
Two Panel Slider
+39.0, -42.0
ZONE-4
18-1220.07
Eco Window Systems, LLC
Eco Series 200
0.75
0.25
Y
Q
1
Second Floor
6'- 8"
74"
51"
Two Panel Slider
+39.0, -52.0
ZONE-5
18-1220.07
Eco Window Systems, LLC
Eco Series 200
0.75
0.25
Y
R
1
Second Floor
6' - 8"
112"
51 "
Three Panel Slider
+39.0, -52.0
ZONE-5
t�rawmg # �caie:
19 N.T.S. Door &Window Schedules
flrawinn 8
E L.AL'STUD 10
5 N.T.S. NOT USED
SEBASTIAN EILERT, AIA, LEED
DANIEL G. LEWIS, AIA
SUSTAINABLE
Architects;Architectsfftudio, LLC ARCHITECTURE
AND CONSULT
G
AR 96398 AR 92953,
ID 5054, A26001202
3 � 1" = 1'-0" Door Standard
100 NE 101st Street
Miami Shores, FL 33138
GWB Interior Finish
ix PT Furring
Window Unit Anchor
(See NOA Details for
Specific anchorage
Requirements)
Peel &Stick Vapor
Barrier
ix Min. PT Wood Buck
Silicone Sealant
(Inside &Outside)
Window Unit
Exterior Stucco -
includes drip
recess
Exterior Stucco
Window Unit
Silicone Sealant
(Inside &Outside)
ix Min. PT Wood
Buck
Window Unit Anchor
(See NOA Details for
Specific anchorage
Requirements)
Pee{ &Stick Vapor
Barrier
1x PT Furring
GWB Interior Finish
3" = 1'-0" Opening -Window -Concrete
®or Windows
Details
-goo
Project number 18019
Date November 4, 2019
Concrete (CMU)
Header 1 Jamb
� Exterior Stucco
Full Perimeter Sealant
�- Full Glazed Door Unit
(Install Per Approved
NOA For Applicable
Wind Pressures)
� Gypsum Wallboard
Header/Jamb
- Full Glazed Door Unit
(Install Per Approved
NOA For Applicable
�f ] Wind Pressures)
Provide Threshold
Drawing # Scale:
�1 3" = 1'-0" Opening -Door -Concrete
No. Description Date
AR 96398
Ala 92953
w
y
JUU Uu
l U'JVU
U
J V U V V
JUUU
JU»
J DE3UU
UV
a
J 9 U V O
V
J IiuVJ
u
.4
co
a
N
N_
Y
cu
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n
IT
M
0
0
0
C
a�
U
L
LLI
m
f\ s
Q
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cn
0
SN
u
(D
0
^^L
n
J
0
ZONE-!
+39.0,
-52.0
ZONE-5
ZONE-4
ZONE-4
ZONE-5
+39.0,
+39.0,
+39.0,
+39.0,
-52.0
-52.0
-52.0
-52.0
Wet Bar � �b � Bath
Cl.
201 F n
4"0 EXHAUST D
UP TO ROOFCF
EXIST. AHU
Garage Loft
200
I
00-
ZONE WIT42.
0 E
I -5
MECHANICAL 2ND FLOOR PLAN
SCALE: 1/4"= V -0"
GENERAL N®TES,
1.- CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AT JOB SITE PRIOR TO FABRICATION OF DUCTWORK AND PURCHASE
OF EQUIPMENT, NOTIFY ARCHITECT/ENGINEER OF ANY SPATIAL CONFLICTS PRIOR TO INSTALLATION. VERIFY ALL
CONNECTION TO EQUIPMENT WITH MANUFACTURER'S CERTIFIED DRAWINGS, PROVIDE TRANSITIONS TO ALL EQUIPMENT AS
REQUIRED.
2.- FIELD --VERIFY ALL DIMENSIONS AND COORDINATE WITH OTHER TRADES PRIOR TO PROCUREMENT OR FABRICATION.
PROVIDE ALL REQUIRED FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK)
NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES AT NO ADDITIONAL COST, FOR PROJECTS INVOLVING RENOVATION,
COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES,
SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT.
3.- DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION
STANDARD.
4.- DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED,
5.- COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL CEILING PLANS AND EQUIPMENT OF ALL
TRADES. INSTALL ALL AIR DISTRIBUTION OUTLETS/INLETS AT LEAST 12" AWAY FROM WALLS AND CEILINGS TO
ALLOW FOR THE INSTALLATION OF CROWN -MOLDINGS WHERE APPLICABLE.
6.- ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED, PROVIDE ADDITIONAL
SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION.
7.- ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.
8.- REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT.
9.- ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR
MAINTENANCE OF ALL MECHANICAL EQUIPMENT.
10.- 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.
11.- UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE
NEAREST PLUMBING DRAIN.
12.- EQUIPMENT SPECIFIED SHALL BE ADHERED TO; HOWEVER, OWNER HAS THE FINAL DECISION ON THE TYPE AND QUALITY
OF EQUIPMENT TO BE SUPPLIED, CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE OWNER PRIOR TO
PURCHASING SUBSTITUTING EQUIPMENT. CONTRACTOR SHALL BEAR THE COST OF ALL ENGINEERING WORK RELATED TO
SUBSTITUTED EQUIPMENT.
13. TOILET EXHAUST DUCT SHALL BE SHALL BE GALVANIZED SHEET STEEL
14. EXHAUST DUCTWORK LOCATED WITHIN RETURN AIR PLENUMS SHALL BE DOUBLE WALL TYPE 'B' CONSTRUCTION.
PREFABRICATED DUCT SYSTEM EQUAL TO METALFAB SURELOCK SERIES.
L. TRIANA & ASSOCIATES, INC.
CONSULTING ENGINEERS
CERTIFICATE OF AUTHORIZATION; 26644
9701 SW 56TH STREET
MIAMI, FLORIDA 33165
PH: (305)595-9765 FAX: (305)566-1014
WEB: http'.1Amww.ltrlapa.com
❑ LESTER TRIANA, P.E. Florida No. PE65707
❑ LORENZO TRIANA, P.E. Florida No.PE39657
xx
STEEL HANGER WIRE
4" SHEET METAL
EXHAUST DUCT
tL CEILING CABINET
iST FAN WITH BACKDRAFT
:R, LOW NOISE LEVEL
10 VIBRATION.
FRONT FACE GRILLE WITH
FASTENING SCREENS
EXHAUST FAN HANGING
BRACKET (ADJUSTABLE)
CEILING MOUNTED CABINET
EXHAUST FAN DETAIL
N.•r.s. ��
FAN SCHEDULE
i
MECHANICAL FLOOR PLAN
SCALE: 1/4" =1' -0"
4"0 DRYER EXHAUST UP TO ROOF
CAP WITH BACK -DRAFT DAMPERS
(NO SCREEN). DRYER EXAUST DUCT
gHAI_L BE MINIMUM 20 GA. GALV. STEEL
DRYER EXHAUST; DUCT SHALL BE MINIMUM 2'_0" MIN
20 GA. GALV. STEEL. PROVIDE ABOVE ROOF
BACKDRAFT DAMPER. NO SCREEN
DRAW BANG
BATHROOM EXHAUST: DUCT SHALL BE MINIMUM
GALVANIZED SHEET STEEL, PROVIDE METAL HOOD
BACKDRAFT DAMPER & $IRDSCREEN J / '— METAL SLEEVE
TAG =MODEL('RFLOW EXT.S:). FAN �TYPE
FAN MOTOR MOTOR VOLT/ NOISE LVL WEIGHT FAN
CFM'S) { W.G. TYPERPM RPMWATTS/HP PHASE SONES (LBS) SERVICE
EF-1 FV-05VK3 50 0.1" CENT. DIRECT 1100 1100 25/- 120/1 0.3 15 BATHROOMS
NOTES:
1, FAN MODEL BASED ON UNIT AS MANUFACTURED BY: PANASONIC
2. INTERLOCK EXHAUST FAN WITH CORRESPONDING LIGHT SWITCH. COORDINATE WITH HOME AUTOMATION INSTALLER FOR ADDITIONAL INTERLOCKS.
3. PROVIDE A VIBRATION FREE INSTALLATION OF ALL EQUIPMENT AND DUCTWORK,
4. PROVIDE A BACKDRAFT DAMPER ON FAN DISCHARGE.
5. PROVIDE FANS WITH SOLID STATE SPEED CONTROLLER FOR BALANCING AND ADJUSTING PURPOSES.
6. EXHAUST FANS EF-1 & EF-2 SHALL BE UL LISTED FOR WET (SHOWER) LOCATIONS.
SEBASTIAN EILERT, AIA, LEE
DANIEL G. LEWIS, AIA
SUSTAINABLE
ARCHITECTURE
AND CONSULTING
LLC AR 96398 AR 92953,
ID 5054, A26001202
I
N.T.S.
NOTES:
1-- ROOF CAP ANCHORAGE: AND DUCT GAUGE
SHALL BE CAPABLE OF SUSTAINING WIND LOAD
AS REQUIRED BY FBC.
2— DO NOT USE A SCREEN ON THE DRYER
EXHAUST CAPS.
Johnson -Thomas
Construction Documents
100 NE 101st Street
Miami Shores, FL 33138
3'-2"
Project Information
Project number 18019
Date November 4, 2019
J0
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APPROVED
DATE —LE 1.
No. Description Date
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L. TRIANA & ASSOCIATES, INC.
CONSULTING ENGINEERS
CERTIFICATE OF AUTHORIZATION: 26644
9701 SW 56TH STREET
MIAMI, FLORIDA 33165
PH: {305) 505-97E5 FAX: (305) 596-t814
WEB: h1tp:1'WffWAr1ana.00n'
GENERAL NOTES.
1. ELECTRICAL LAYOUT DRAWINGS ARE PARTIALLY DIAGRAMMATIC. REFER TO ARCHITECTURAL,
STRUCTURAL, MECHANICAL AND HVAC DRAWINGS FOR GUIDANCE ON DIMENSIONS, CEILING HEIGHTS,
DOOR SWINGS, ROOM FINISHES, STRUCTURAL AND ARCHITECTURAL DETAILS, LOCATIONS OF DUCTS,
PIPES AND STRUCTURAL STEEL. INSTALL THE ELECTRICAL SYSTEMS WITHOUT INTERFERING WITH
DUCTS, PIPES, STRUCTURAL STEEL OR OTHER SYSTEMS. LOCATE LIGHTING SYMMETRICALLY IN
PROPER RELATION TO FINISHED AREAS EXCEPT WHERE DIMENSIONED ON THE DRAWINGS OR
LOCATED ON REFLECTED CEILING PLANS.
2, THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION (2014 NFPA 70)
OF THE NATIONAL ELECTRICAL CODE (N.E.C.), THE LATEST RULES AND REGULATIONS OF THE SAFETY
ORDERS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY, THE NATIONAL BOARD OF FIRE
UNDERWRITERS AND ALL APPLICABLE STATE AND LOCAL CODES ISSUED BY AUTHORITIES HAVING
JURISDICTION INCLUDING 2017 FLORIDA BUILDING CODE (F.B.C. 6th EDITION) AND 2017 FLORIDA FIRE
PREVENTION CODE (NFPA-101).
3. MAINTENANCE MANUALS AND INSTRUCTIONS: FURNISH THREE (3) SETS OF OPERATING INSTRUCTIONS
FOR ANY ELECTRICAL EQUIPMENT INSTALLED AS STATED IN FBC EC 505.7.4.2. THE MANUALS SHALL BE
SUBMITTED TO THE BUILDING'S OWNER AND MUST INCLUDED THE FOLLOWING:
3.1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPERATIONS FOR EACH PIECE OF
EQUIPMENT REQUIRED MAINTENANCE.
3.2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRED
MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED.
3.3. NAMES AND ADDRESSES OF AT LEAST ONE (1) QUALIFIED SERVICE AGENCY.
4. ALL, ELECTRICAL EQUIPMENT AND INSTALLATION WORK SHALL HAVE A ONE YEAR (1) WARRANTY.
FURNISH WARRANTY SO THE DEFECTIVE MATERIALS AND/OR WORKMANSHIP SHALL BE
REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR THE PERIOD
OF THE WARRANTY.
5. PERMITS: OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, FEES INSPECTIONS, AND POWER
COMPANY AID TO COMPLETE WORK SHOWN. INCLUDE ALL POWER COMPANY COSTS IN BID.
6. CUTTING AND PATCHING, PROVIDE ALL CUTTING REQUIRED TO DO THE WORK. DO NOT CUT ANY
STRUCTURAL ELEMENT WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND
MATCHING APPEARANCE OF EXISTING CONSTRUCTION. DO NOT CUT ANY STRUCTURAL ELEMENT
WITHOUT APPROVAL.
7, GROUNDING: ALL PARTS OF THE SYSTEM SHALL BE GROUNDED IN STRICT ACCORDANCE WITH ARTICLE
250 OF THE NATIONAL ELECTRICAL CODE.
8. WIRING DEVICES AND PLATES: SWITCHES SHALL BE HUBBELL OR LEVITON 20A 125VOLT AC
COMMERCIAL SPECIFICATION GRADE. COLOR WHITE UNLESS NOTED OTHERWISE. USE STEEL COVER
PLATES IN UNFINISHED AREAS AND MATCHING PLASTIC COVER PLATES IN FINISHED AREAS.
9. COORDINATION: COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADES AND LOCAL UTILITY
COMPANY. COORDINATE METERING REQUIREMENTS WITH LOCAL ELECTRICAL UTILITY COMPANY.
10. EQUIPMENT: CONNECT ALL ELECTRICALLY OPERATED EQUIPMENT. USE NEMA 3R DEVICES OUTDOORS.
VERIFY LOADS AND LOCATIONS OF EQUIPMENT BEFORE CONNECTION. SIZE BREAKERS,
DISCONNECTS, AND FUSES ACCORDING TO THE EQUIPMENT NAMEPLATE, SIZE WIRE ACCORDING TO
THE NEC. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE EQUIPMENT
SUPPLIED BY OTHER TRADES AND SHALL BE RESPONSIBLE FOR MODIFYING THE CONNECTIONS WIRE,
DISCONNECTS, BREAKERS, ETC. SHOWN ON THE DRAWINGS IN ORDER TO MAKE A COMPLETE
INSTALLATION AND TO SATISFY THE MANUFACTURER'S REQUIREMENTS, THE ELECTRICAL
CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIALS TO COMPLETE THE INSTALLATION.
11. RECORD DRAWINGS: MAINTAIN A RECORD SET OF ALL CHANGES DURING CONSTRUCTION. RECORD
CHANGES ON A CLEAN SET OF CONTRACT CONSTRUCTION DOCUMENTS WHICH SHALL BE TURNED
OVER TO THE OWNER WITH IN 30 DAYS OF COMPLETION. RECORD DRAWINGS SHALL INCLUDED A
SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS
INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION AS PER FBC EC 505.7.4.1.
12. CONDUCTORS: ALL CONDUCTORS SHALL BE THWN COPPER UNLESS OTHERWISE SPECIFIED. GREEN
INSULATED GROUND CONDUCTORS SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUIT
WIRING.
13. CONDUITS: ALL INTERIOR CONDUITS SHALL BE EMT, MC CABLE OR ANY APPROVED WIRING METHOD IN
STRICT COMPLIANCE WITH NEC ARTICLES. ALL EXTERIOR AND UNDERGROUND CONDUITS SHALL BE
RIGID NON-METALLIC CONDUIT (RNC) SCHDEULE 80. ALL FEEDER AND BRANCH CIRCUIT CONDUITS
SHALL BE INSTALLED CONCEALED IN FINISHED AREAS, UNLESS OTHERWISE NOTED.
14. VOLTAGE DROP: CONTRACTOR SHALL SIZE CONDUCTORS PROPERLY DEPENDING ON DISTANCE TO
ENSURE A MAXIMUM VOLTAGE DROP ON FEEDERS TO BE LESS THAN 2% AND LESS THAN 3% ON
BRANCH CIRCUITS. IN NO EVENT SHALL THE TOTAL VOLTAGE DROP TO THE LAST DEVICE BE GREATER
THAT 5% OF THE SERVICE VOLTAGE.
15. THE CONTRACTOR, PRIOR TO BIDDING, SHALL VISIT THE JOB SITE TO BECOME ACQUAINTED WITH THE
INSTALLATION AND SYSTEMS RELATED TO THE WORK AND SHALL INCLUDE IN THE BID PROPOSAL ALL
LABOR AND MATERIALS REQUIRED FOR THE ELECTRICAL INSTALLATION TO BE COMPLETE AND
OPERATIVE. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS IN THE FIELD BEFORE
COMMENCEMENT OF THE WORK AND SHALL REPORT ANY DISCREPANCIES AND/OR INCONSISTENCIES
BETWEEN THE DRAWING AND EXISTING FIELD CONDITIONS TO THE ENGINEER FOR CLARIFICATIONS
BEFORE COMMENCEMENT OF WORK.
16. UPON COMPLETION OF HIS WORK, THE CONTRACTOR SHALL SCHEDULE AND PERFORM A COMPLETE
FUNCTIONAL TEST TO DEMONSTRATE TO THE OWNER THAT THE NEW INSTALLATION IS OPERATING AS
INTENDED. ANY DEFECTS OR DEFICIENCIES IN THE MATERIALS OR INSTALLATION WORK SHALL BE
CORRECTED IMMEDIATELY BY AND AT THE CONTRACTOR'S EXPENSE. WORKMANSHIP SHALL BE OF
THE HIGHEST QUALITY.
29. ALL ELECTRICAL EQUIPMENT SHALL BE NEW, U.L. LISTED AND APPROVED FOR INTENDED USE. ALL
ELECTRICAL EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF.
30, CONTRACTOR SHALL VERIFY FLOOD CRITERIA LEVEL BEFORE ORDERING ANY EQUIPMENT OR
COMMENCING ANY WORK. ELECTRICAL INSTALLATION MUST BE ABOVE FLOOD CRITERIA.
(30 5)253-57 8 6 Eilert Lewis
i 2nr_2 czar t 22,-,a rr
SEBASTIAN EILERT, AIA, LEE
DANIEL G. LEWIS, AIA
SUSTAINABLE
1 �J V V v i.J Y Y 1 tJ V L l.L t.1. ■ N ARCHITECTURE
Miami, FL 33186 Architects Studio LL..0 AND CONSULTING
' AR 96398 AR 92953,
ID 50543 A26001202
ELECTRICAL - SYMBOL LEGEND
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
ATS
AUTOMATIC TRANSFER SWITCH
BKR
BREAKER
C, COND.
CONDUIT
CB.
CIRCUIT BREAKER
CKT
CIRCUIT
CLG.
CEILING
DISC.
DISCONNECT
EC.
EMPTY CONDUIT
G, GND.
GROUND
GFI.
GROUND FAULT INTERRUPTER
HP.
HORSE POWER
IG
ISOLATED GROUND
MCC.
MOTOR CONTROL CENTER
MDP.
MAIN DISTRIBUTION PANEL
MLO.
MAIN LUGS ONLY
MTD.
MOUNTED
PH.
PHASE
PB.
PULL BOX
PNL.
PANEL
PWR.
POWER
SP
SURGE PROTECTOR
SW.
SWITCH
TEL.
TELEPHONE
TV.
TELEVISION
UON.
UNLESS OTHERWISE NOTED
V.
VOLTAGE
W.
WIRE
W/
WITH
WP.
WEATHER PROOF
VP
VAPOR PROOF
DISTRIBUTION EQUIPMENT
PANELBOARD.
RESIDENTIAL FIRE SAFETY SYSTEM
O SMOKE DETECTOR CEILING OR WALL MOUNTED.
ON ARC -FAULT PROTECTED CIRCUIT. INTERCONNECT
ALL SMOKE DETECTORS WITHIN UNIT. 120V SOURCE
WITH BATTERY BACK UP.
CD CARBON DIOXIDE (CO) DETECTOR CEILING OR WALL
MOUNTED. ON ARC -FAULT PROTECTED CIRCUIT.
INTERCONNECT ALL CO DETECTORS WITHIN UNIT,
120V SOURCE WITH BATTERY BACK UP.
MOTORS AND CONTROLS
/O/ MOTOR.
SWITCHES
$a SINGLE POLE TOGGLE SWITCH, 20A., 120/277 VAC.
MOUNTED 48" AFF. "a" INDICATES SWITCH LEG,
WIRING
A-1,3,5 HOMERUN TO PANEL "A".1-3-5 ARE CIRCUIT NO's,
TICKS ARE No. OF CONDUCTORS (� INDICATES
GROUND WIRE. MAXIMUM 3 CIRCUITS PER
CONDUIT EACH ON SEPERATE PHASES. RUN
HOMERUNS TO PANELS AS SHOWN ON FLOOR
PLANS, DO NOT COMBINE HOMERUNS.
INDICATES A CONDUIT RUN CONCEALED IN A
CEILING OR WALL.
RECEPTACLES
GFI GROUND FAULT INTERRUPTER TYPE, DUPLEX
RECEPTACLE 2P., 3 WIRE, GROUNDING TYPE, 20A.,
120V., MOUNTED 42" AFF. LION.
SINGLE RECEPTACLE, , 2P., 3 WIRE, GROUNDING
TYPE, 20A., 120V., MOUNTED 18" AFF. UON.
30A OR 50A, 240V, 1 PHASE, 2P., 3 WIRE,
�A GROUNDING TYPE, SINGLE RECEPTACLE
NOTES:
1. ALL DIMENSIONS ARE TO CENTERLINE UNLESS
OTHERWISE NOTED.
2. ALL SYMBOLS SHOWN ON ELECTRICAL SYMBOL
LEGEND ARE NOT NECESSARILY USED IN THIS
PROJECT.
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MANUFACTURER: SIEMENS
VOLTAGE:1201240 VAC 10 3W
TYPE: LOAD CENTER
BUS RATING:200 A
MOUNTING: FLUSH
/
SEXIST PANEL 'A r
MAIN: M.L.O.
NEUTRAL: FULL
IDENTIFICATION
#
LOAD
WIRE
TRIP
CKTCKT
TRIP
WIRE
LOAD
#
IDENTIFICATION
EXIST
1
2
EXIST
EXIST WATER HEATER
4
4.50
2P-30A
2P-30A
8.00
6
EXIST RANGE
EXIST
3
4
EXIST
##10 -'ra"C
5
6
EXIS r
J.
DRYER
5
5.00
2P-30R
2P-45A
9.60
8
EXIST AHU-2 U
#10 - �/4"C
7
s
Errs r
EXIST LIGHTS & RECEPTACLES
I
EXIST
1P-20A
9
10
EXIST
2P-30A
2.50
4
EXIST IRRIGATION PUMP u u
EXIST LIGHTS & RECEPTACLES
1
** I
EXIST
1P-20A
11
12
EXIST
EXIST LIGHTS & RECEPTACLES
1
**
EXIST
1P-20A
13
14
2P-20A
EXIST
5.00
7
°
EXIST CU-1
EXIST LIGHTS & RECEPTACLES
1
EXIS T
1 P-20A
15
16
EXIS T
EXIST LIGHTS & RECEPTACLES
1
"*
EXIST
1P-20A
17
18
EXIST
2P-20A
5.00
7
EXIST CU-2 u
EXIST LIGHTS & RECEPTACLES
1
**
EXIST
1P-20A
19
20
EXIST
BATH GFI RECEPTACLES
1
**
#12 -'/2"C
1P-20A
21
22
2P-20A
EXIST
2.50
4
J
EXIST WATER PUMP �
EXIST REFRIGERATOR
4
1.20
EXIST
1 P-20A
23
24
EXIS T
EXIST" DISWASHER
4
1.20
EXIST
1P-20A
25
26
1P-20A
EXIST
""
1
EXIST LIGHTS & RECEPTACLES
EXIST LIGHTS & RECEPTACLES
1
*"
EXIST
1P-15A
27
28
1P-20A,
EXIST
**
1
EXIST LIGHTS & P.ECEPTACLES
*AFCI LIGHTING
1
**
914 -'/z"C
*1 P-15A
29
30
*1 P-15A
414 -'/a"C
"*
1
*AFCI LIGHTING
EXIST
31
32
*1 P-15A
#14 - Y:'C
**
1
"AFCI LIGHTING
EXIST O VEN
B
5.00
2P-40A
EXIST
33
34
IF-15A
EXIST
**
1
EXIST LIGHTS & RECEPTACLES
EXIST LIGHTS & RECEPTACLES
1
EXIST
1P-15A
35
W
*1P-20A
#12 - Ys"C
1.50
3
*AFCI I GFCI WASHER
37
38
EXIST
SPARE
2P-30A
2P-B0A
9.60
6
EXISTAHU--1
39
40
EXIST
CONNECTED KVA LOAD
16.90
1 43.70
CONNECTED KVA LOAD
*AFC] CIRCUIT BREAKER
**AFCI & GFI
COMBO
# LOADS:
LOAD KVA
1 LIGHTS & RECEPTACLES
8.70
2 SMALL APPLIANCES
0.00
**GENERAL LIGHTINGLOAD:
3 LAUNDRY CIRCUITS LOADS
1.50
SQFT1
VV/FT'
KVA
4 APPLIANCES LOADS
11.90
2900
3
r 8.70
5 CLOTHES DRYERS
5.00
6 COO KING APPLIANCES
13.00
SUBTOTAL:
40AQ
ACIH.EAT @ 100%:
19.20
TOTAL CONNECTED:
59.30
KVA
FIRST 10 KVA @ 1Q0%
10.00
REMAINDER @ 40%
12.04
7 AIR CONDITIONING @ 100%
10.00
8 HEATING @ 65%
12.48
SUBTOTAL:
44.52
SMALLEST ACIHEAT.
10.00
TOTAL DEMAND:
34.52 KVA 1 240 VAC v
143.83 AMPS
EXISTING ABOVE GROUND
SERVICE TO FPL -^�---
ESE200 I
I ESE200
0 I J I I p III I EXIST
III GCB III I I PNL'A' I
I� I I�= =4 I I I*-1 I I
EXIST ELECTRICAL -T I I I I
METER TO REMAIN I I I L_J I
p1 ELECTRICAL REVIEW �' � EXIST MAIN I I L
� DISCONNECT TO I I I
/�P"r'FiOV�aCj IRATE � REMAIN I I_ - T - J
I E200
L 17_-J
Johnson -Thomas
Construction Documents
100 NE 101 st Street
Miami Shores, FL 33138
EXTERIOR INTERIOR
EXISTING ELECTRICAL RISER DIAGRAM
N.T.S.
FEEDER SCHEDULE
TYPE
WIRES
GROUND
CONDUIT
E200
EXIST 3#3/0 THWN (Cu)
1#6 (Cu)
2"
ESE200
EXIST 3#310 THWN (Cu)
-
2"
Project Information
Project number 18019
Date November 4, 2019
No. Description Date
AR 96398
AR 92953
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❑ LESTER TRIANA, P.E. Florida No. PE65707
❑ LORENZO TRIANA, P.E. Florida No,PE39657
SPECIFICATIONS
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1. ALL WORK TO BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 (6TH EDITION),
STATE AND LOCAL ORDINANCES.
BUILDING DRAINAGE SYSTEM TO BE SLOPED AT 118" PER FT. MIN. FALL FOR 3" PIPE AND LARGER'/"
PER FT. SLOPE FOR 2" PIPE SIZE AND SMALLER DEVIATIONS SHALL BE APPROVED BY
ARCHITECTIENGINEER.
PROVIDE CLEAN OUTS EVERY 75 FT. AND AT BASE OF EVERY WASTESTACK. ALL CLEAN -OUTS TO BE
FLUSH MOUNTED.
4, MATERIALS SHALL BE ALL NEW AND AS FOLLOWS:
A. DRAINAGE WASTE AND VENT PIPING UNDERGROUND: PVC (DWV) PIPING SCHEDULE 40
CONFORMING ASTM D-2665. ABOVE GROUND: PVC DRAINAGE WASTE & VENT (DWV)
SCHEDULE 40 CONFORMING ASTM D-2665 OR CAST IRON NO HUB PIPE AS PER CISPI
STANDARD 301. INSTALL PLASTIC (PVC) PIPES ONLY WHEN ITS APPROVED BY LOCAL
AUTHORITIES AND NOT TO BE INSTALLED IN AIR RETURN PLENUM.
B. WATER PIPING: COPPER TYPE "L" ASTM B-88 ABOVE GROUND AND COPPER TYPE "K" ASTM 8-88
UNDERGROUND,PROVIDE 1" THICK MIN. FIBERGLASS INSULATION TO ALL HOT WATER AND HOT
WATER RECIRCULATION PIPING.
C. WALL CLEAN OUTS: JOSAM SERIES 58750 WITH ACCESS COVER OR EQUAL.
D. VALVES: 125 PSI NIBCO SCOTT, STOCKHAM OR EQUAL.
AIR ADMITTANCE VALVE: STUDORO MINI -VENT® OR APPROVED EQUAL.
F. WATER HAMMER ARRESTORS (SHOCK ABSORBERS): AS PER PDI STANDARDS WH-201 "J.R.
SMITH" MODEL: HYDROTROL OR APPROVED EQUAL. PROVIDE ACCESS PANEL.
PERFORM THE FOLLOWING TEST:
A. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST OF 100 PSI FOR A
PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR.
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 TESTS.
D. COMPLETE SYSTEM FIXTURE & EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER
COMPLETION OF THE INSTALLATION.
STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORINATED LIME TO EACH
1000 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.
PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK
SHALL BE FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR
FROM DATE OF FINAL ACCEPTANCE, AND THAT HE WILL, AT HIS EXPENSE, REPAIR AND REPLACE ALL
WORK WHICH BECOMES DEFECTIVE DURING GUARANTEE PERIOD.
7, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING SANITARY & WATER POINTS OF
CONNECTION BEFORE COMMENCING ANY WORK.
PLUMBING CONTRACTOR SHALL PAY ALL FEES AND INSPECTION CHARGES REQUIRED.
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 VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE
PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT,
12. COORDINATE WORK WITH OTHER TRADES.
13. FURNISH AND INSTALL FIXTURE AS SPECIFIED IN PLUMBING FIXTURE SCHEDULE.
14. EACH PLUMBING FIXTURE SHALL BE PROVIDE WITH AIR CHAMBER OR WATER HAMMER ARRESTORS
(SHOCK ABSORBER) AS PER FBC 604.9
15. PROVIDE SHUTOFF VALVE FOR EACH FIXTURE, JUST BEFORE CONNECTING TO FIXTURE.
16. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO
CONNECT BOTH TYPES OF PIPES.
17. ALL PLUMBING FIXTURES & FAUCETS SHALL COMPLY WITH THE MAXIMUM FLOW RATE &
CONSUMPTION STATED ON F.B.C. TABLE 604.4.
18, PLUMBING FIXTURES & EQUIPMENT SHALL CONFORM WITH THE SPECIFICATIONS, CONNECTIONS
AND TESTING LABORATORIES APPROVALS AS STATED ON F.B.C. SECTION 406 THRU 421
PLUMBING LEGEND
cvhApni I DESCRIPTION
------------
d
i
COLD WATER PIPE (CW)
HOT WATER PIPE (HW)
SANITARY WASTE PIPE (SAN)
SANITARY VENT PIPE (V)
WATER HAMMER ARRESTOR AND TYPE
AIR CHAMBER
GATE OR BALL VALVE
"P" TRAP
WALL CLEAN OUT (CO)
CONNECT TO EXISTING
VENT THRU ROOF
FIXTURE UNIT
NOTES:
1, CONTRACT[
STYLE, FINIS
2. ALL PLUMBII
CONSUMPTI
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