2000 E WESTMORELAND ST - LoopNet

ORIGINAL SHEET - ARCH D (24"x36")

Drawing No.Project No.

Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD

Copyright 2016 by STAMPFL ASSOCIATES, LLC, 711 Hyde Park, Doylestown, PA 18902,phone number 215-345-4609, All rights reserved.The plans, elevations, drawings,illustrations and other material contained within this set are the property of STAMPFLASSOCIATES, LLC, and may not be reproduced either in or wholly, nor are they to beassigned to any third party, without the express of written permission of STAMPFLASSOCIATES, LLC. Written dimensions on the drawing shall have precedence overscaled dimensions. Contactors shall verify, and be responsible for all dimensions andconditions on the job, and this office must be notified of any variations from thedimensions and conditions shown on these drawings. All shop drawings must besubmitted to Designblendz LLC for approval before proceeding with fabrication.

Copyright Reserved

DESIGNBLENDZ LLC4001 MAIN STSUITE 203PHILADELPHIA, PA 19127

T: 215.995.0228www.designblendz.com

SEAL

CONSULTANTS

STAMPFL ASSOCIATES711 HYDE PARKDOYLESTOWN, PA 18902

T: 215.345.4609www.stampflassociates.com

PROJECT ADDRESS

8/11/2016 9:48:51 AM

COVER SHEET

CS16052104

2016.06.10

2000 E WESTMORELAND ST,PHILADELPHIA, PA

CODE REVIEWSHEET LIST

APPLICABLE CODESINTERNATIONAL EXISTING BUILDING CODE

INTERNATIONAL MECHANICAL CODEPHILADELPHIA MECHANICAL CODE

ICC ELECTRICAL CODEPHILADELPHIA ELECTRICAL CODE

PHILADELPHIA PLUMBING CODE

200920092009

2009

* INDICATES WITH CURRENT AMENDMENTS

GENERAL BUILDING LIMITATIONS

CONSTRUCTION CLASSIFICATION

STORY LIMITATION

HEIGHT LIMITATION

AREA LIMITATIONHIGH RISE BUILDINGEXTINGUISHING REQUIREMENT

TYPE IV80 FT4 STORIES41,000 SFNOYES

T503

T503T503

OCCUPANCYOCCUPANCY CLASSIFICATION: R2

200 SF GROSSPER PERSON

TOTAL SF 38,172 SF

190 TOTAL OCCUPANTS

FIRE SEPARATION ASSEMBLIESCORRIDORS

INTERIOR BEARING WALLSEXTERIOR WALLS

1/2 HOUR2 HOUR1 HOUR T601

T601S709.3

UNIT SEPARATION 1/2 HOUR S419

WESTMORELANDARTIST LOFTS

(S) CODE SECTION(T) TABLE

PROJECT DESCRIPTION/ SCOPE

OWNERS/ CONSULTANTS

OWNERJOE LARAGIONESUSQUEHANNA AVEPHILADELPHIA, PA215.292.4073

PROJECT DESIGNERDESIGNBLENDZ,4001 MAIN ST, SUITE 203PHILADELPHIA, PA 19127215.995.0228

PROJECTLOCATION

PROJECT NORTH

N

ORIGINALLY AN INDUSTRIAL WAREHOUSE BUILDING, THE PROPOSED PLANS ARE TO INSERT ARTIST LIVE/WORK LOFTS. A VARIANCE HAS BEENGRANTED TO ALLOW THIS USE WITH NO PARKING. SMALL APARTMENTS AND LARGE COMMUNAL LOBBIES AND GALLERIES ARE DESIGNED TOFOSTER ARTIST COLLABORATION AND CREATIVITY. ALL UNITS TO BE DESIGNED TO TYPE "B" ACCESSIBILITY COMPLIANCE. ONE (1) UNIT TO BEDESIGNED TO TYPE "A" ACCESSIBILITY COMPLIANCE.

LOADS (LBS/ SF)

ATTIC WITHOUT STORAGE

ATTIC WITH LIMITED STORAGE

HABITABLE ATTICS

BALCONIES (EXTERIOR) & DECKS

FIRE ESCAPES

GUARDRAILS AND HANDRAILS

GUARDRAILS IN-FILL COMPONENTS

PASSENGER VEHICLE GARAGES

NON SLEEPING ROOMS

SLEEPING ROOMS

STAIRS

ROOF

WIND SPEED

CLIMATE ZONE

SEISMIC DESIGN CATEGORY

10 -

20 -

30 -

40 10

40 -

200 -

50 -

50 -

40 70

30 10

40 10

30 10

90 MPH

ZONE 4

CAT B

LIVE DEAD

SQUARE FOOTAGE TABLEBASEMENT

FIRST FLOOR

SECOND FLOOR

THIRD FLOOR

TOTAL

10,485 SF

10,485 SF

8,601 SF

8,601 SF

38,172 SF

2000 E WESTMORELAND STPHILADELPHIA, PA

SHEET LIST

SheetNumber Sheet Name PERMIT SET

GENERAL INFORMATIONCS COVER SHEET 2016.06.10GI-1 GENERAL NOTES AND CONDITIONS 2016.06.10GI-2 ADA MOUNTING HEIGHTS AND DETAILS 2016.06.10GI-3 EGRESS PLANS 2016.06.10DEMOLTIOND-100 DEMOLITION PLANS 2016.06.10D-101 DEMOLITION PLANS 2016.06.10ARCHITECTURALA-001 SITE PLAN AND WALL LEGEND 2016.06.10A-101 BASEMENT FLOOR PLAN 2016.06.10A-102 FIRST FLOOR PLAN 2016.06.10A-103 SECOND FLOOR PLAN 2016.06.10A-104 THIRD FLOOR PLAN 2016.06.10A-105 BASEMENT AND FIRST FLOOR ELECTRICAL PLANSA-106 SECOND AND THIRD FLOOR ELECTRICAL PLANSA-200 BUILDING ELEVATIONS 2016.06.10A-201 BULDING ELEVATIONS 2016.06.10A-300 BUILDING SECTIONS 2016.06.10A-600 UNIT PLANS #1 & #2 2016.06.10A-601 UNIT PLAN #2.1 2016.06.10A-602 UNIT PLAN #2.2 2016.06.10A-603 UNIT PLAN TYPE 3/TYPE "A" 2016.06.10A-604 UNIT TYPE #3.1 2016.06.10A-605 UNIT PLAN #4 2016.06.10A-606 UNIT TYPES #4.1 2016.06.10A-607 UNIT TYPE #4.2 2016.06.10A-608 UNIT TYPE #4.3 2016.06.10A-609 UNIT TYPES #5 & #6 2016.06.10A-610 BOILER ROOM 2016.06.10A-611 BOILER ROOM SECTION AND DETAILS 2016.06.10A-700 STAIR - ELEVATOR DETAIL 2016.06.10A-701 LOADING DOCK & ADA DETAIL 2016.06.10

PROJECT ARCHITECTSTAMPFL AND ASSOC,711 HYDE PARKDOYLESTOWN, PA 18902215.345.4609

ALLOWABLE PROPOSED

MISC PROVISIONS*CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTINGUTILITIES PRIOR TO COMMENCING WITH ANY WORK. CONFIRM ALLUNDERGROUND UTILITIES PER PA ONE CALL PRIOR TO ANYEXCAVATION.

*GC TO VERIFY EXISTING CONDITIONS OF FIRE ASSEMBLIES ANDSTRUCTURAL CONDITIONS AT ADJACENT EXISTING BUILDINGS.

FULLY SPRINKLERED

T503TYPE IV

4 STORIES

NO

INTERNATIONAL BUILDING CODE*

2009INTERNATIONAL ENERGY CONSERVATION CODEPHILADELPHIA ENERGY CONSERVATION CODEPHILADELPHIA FIRE CODE

2009

2009

52' 6"

10,485

FLOOR ASSEMBLIES 1 HOUR

MIXED USE SEPARATION:R2-S2

1HR WITHSPRINKLER REDUCTION

1 GENERAL CONDITIONS

1.1 All codes having jurisdiction shall be observed strictly in the construction ofthe project, including all applicable federal, city, and county building, zoning,electrical, mechanical, plumbing and fire codes. Contractor shall verify all coderequirements before commencement of construction and bring any discrepanciesbetween code requirements and construction documents to the attention of theArchitect.

1.2 Details and sections on the drawings are shown at specific locations and areintended to show general requirements throughout. Details noted "typical" implyall conditions treated similarly. Modifications to be made by contractor toaccommodate minor variations.

1.3 All drawings shall be fully coordinated by contractor to verify all dimensions,locate depressed slabs, slopes, drains, outlets, recesses, reglets, bolt settings,sleeves, etc. Do not scale drawings, use dimensions given. Dimensions shall haveprecedence over scaled measurements and details over general drawings.

1.4 The contractor shall locate all underground utilities prior to any digging, contact OneCall.Verify and protect all service lines and existing site area from deterioration or damage.

1.5 The Architect/Engineer shall not be responsible for the safety and constructionprocedures, techniques, or the failure of the builder to carry out the work inaccordance with drawings or the required codes.

1.6 Contractor shall obtain all necessary building permits.1.7 Contractor shall bring errors and omissions which may occur in Contract

Documents to the attention of the Architect in writing and written instructionsshall be obtained before proceeding with the work. The Contractor will be heldresponsible for the results of any errors, discrepancies, or omissions in theContract Documents, of which the Contractor failed to notify the Architectbefore construction and/or fabrication of the work. Any deviation from the drawingsand/ or specifications shall be approved by the architect prior to proceeding w/ thework.

1.8 The Contractor and Subcontractor shall verify all dimensions and job conditionsat the job site sufficiently in advance of work to be performed to assure theorderly progress of the work. The contractor shall verify all existing conditions in thefield and be familiar with any local additions, exceptions or modifications to the codes.

1.9 Contractors shall maintain the premises clean and free of all trash, debris andshall protect all adjacent work from damage, soiling, paint overspray, etc.. Allfixtures, equipment, glazing, floors, etc., shall be left clean and ready foroccupancy upon completion of the project.

1.10 Shop drawings are required for all trusses & engineered lumber. Truss shopdrawings shall be submitted to the architect for review and conformance withthe design concept of the work. In areas where the drawings do not addressmethodology,the Contractor shall be bound to perform in strict compliance with themanufacturer's specifications and/or recommendations.

1.11 All manufacturer's printed warnings for handling of products must be strictlyobserved.

1.12 All codes, trade standards, and manufacturer's instructions referenced in theContract Documents shall be the latest edition.

1.13 The Contractor shall make no structural changes without written approval of theArchitect / Engineer / Building Code Official.

1.14 Bracing, shoring & sheathing - contractor shall design, furnish and install all shoring,bracing and sheathing as required for safety and for proper execution of the work andhave same removed if required when work is completed. Means and methods oftemporary bracing and shoring is the sole responsibility of the Contractor.

1.15 These drawings are the sole property of the architect. They are provided to the owner,contractor, subcontractor(s), and/or material supplier(s) for their use solely withrespect to this project. The architect shall be deemed the author of these drawingsand will retain all common law, statutory and other reserved rights, in addition to thecopyright. Any use or reproduction of these drawings, in whole or part, other thanexecution of this project without the express written consent of the architect isprohibited.

2 SITE WORK

Note: Provide compaction report as required.

2.1 Presumptive Soil Bearing Capacity is 3,000 psf on undisturbed soil. Allconcrete footings shall bear on undisturbed soil or engineering fill. Bottom offootings shall be 3'-0" below finish grade, minimum.

2.2 No excavations shall be made whose depth below the footing is greater than two timesthe horizontal distance from the nearest edge of that footing.

2.3 All backfill at structures, slabs, steps, and pavements shall be clean granular fill.Compact to 95 percent maximum dry density determined in accordance withASTM D-1557. Building site shall be dry so that erosion will not occur in thefoundation.

2.4 Backfill at lawns and unpaved areas shall be free debris, vegetable matter, waste andfrozen materials.

2.5 All slabs on grade shall bear on crushed stone capable of supporting2,000 p.s.f. Where noted and required.

2.6 Backfill shall be brought up equally on each side of walls.2.7 The maximum depth of unbalanced fill against the foundation walls shall be computed

as follows: depth is measured from the finish grade at the exterior side of the buildingdown to the top of of the basement floor or the top of inside ground level.

The maximum depth of unbalanced fill is as per IRC-2009, section R404.

2.8 Do not backfill foundation walls until floor has been applied to structure.2.9 The General Contractor must take measures to control soil erosion of steep

bank during construction. When new construction is complete, the GeneralContractor shall regrade disturbed bank areas back to natural state andreplant suitable vegetation to prevent erosion.

3 CONCRETE

3.1 All reinforced concrete shall be furnished and installed in accordance with thecurrent ACI-318 "Building Codes Requirements for Reinforced Concrete".

3.2 Concrete driveways, curbs, walks, porches, carport slabs, steps and otherflatwork exposed to the weather, and garage floor slabs shall be air-entrainedand have a minimum 28 day compressive strength of 3,500 p.s.i. All remainingconcrete shall have a minimum 28 day compressive strength of 3,000 p.s.i..

3.3 Reinforcing steel shall conform to ASTM-A615 Grade 60. Welded wire fabricshall be 6x6-W2.9xW2.9 and conform with ASTM A-185.

3.4 In on-grade concrete slabs the W.W.F. reinforcement shall be located midway inthe slab thickness. (Where applicable)

3.5 All concrete exposed to temperature changes shall be air-entrained.3.6 Concrete reinforcing bars are not required at footings bearing on undisturbed

or engineered soils with appropriate bering capacity.3.7 The top of all footings shall be roughened prior to pouring the wall.3.8 Provisions must be taken to protect all concrete work from frost damage with

special attention paid to footings and other on-grade construction prior tobackfilling and enclosing the building.

4 MASONRY

4.1 All hollow load-bearing block to conform to ASTM C9O. All solid block toconform to C145. Minimum net compressive strength (f'm) shall be 1,000 p.s.i.

4.2 Non- bearing veneer walls shall be set in Portland Cement mortar type SWcompressive strength (f'm) 3,000 p.s.i.. Install galvanized metal masonry wall tiesspaced at 16" vertical and 24" horizontal spacing staggered.. Owner to makefinish materials selection.

4.3 Fill CMU cells with grout at all units to receive expansion anchors or locateddirectly below bearing walls, doors and door frames.

4.4 Mortar and grout shall meet requirements of ASTM C270 and requirementsspecified herein. Type M mortar shall be used for exterior walls below grade;Type S mortar shall be used for walls and partitions above grade.

4.5 All top course block units to be solid or filled solid with grout.

5 METALS

5.1 Steelwork shall conform to the current specifications for the Design, Fabricationand erection of Structural Steel for buildings as adopted by the A.I.S.C.Connections shall be bolted or welded. Bolts shall conform to ASTM A-325 andbe 3/4 " diameter unless noted otherwise.

5.2 All structural steel shall be in accordance with ASTM specifications A-36. Steelfor pipe columns shall be of equivalent capacity and weldability to ASTMSpecifications A-501.

5.3 All steel shall be painted with one shop coat of protective finish.5.4 Erector shall provide adequate temporary bracing for lateral stability until

stud walls, plywood, roof trusses and sheathing are in place.5.5 Provide base plate for all structural steel beams bearing on masonry. Provide

standard anchors, inserts, ties, clips, anchor straps, hangars, bolts, and otherhardware and fastening devices as may be required.

5.6 Steel lintels for non-bearing exterior masonry walls and exterior masonry veneershall be:

a) For each 4" thickness of wall and opening: * Less than 4'-0" use 1 angle - 3/"x3/"5/16" * 4'-0" to 6'-0" use 1 angle - 4"x3/"x 5/16" * 6'-0" to 7'-6" use 1 angle - 5"x3/x5/16" * 7'-6" to 9'-4" use 1 angle - 6"x3/x5/16" * over 9'-4" see structural drawingsb) Lintels in pairs shall be bolted together with 3/4 " diameter bolts @ 18" o.c.c) Bearing at each end shall be 6" but not less than 1" for each foot of span.

6 WOOD AND PLASTICS

6.1 All woods and wood construction shall comply with specifications and codeswith modifications as specified herein:

1. American Institute of Timber Construction: (Standards Manual)2. National Forest Products Association: National Design Specifications for Wood Construction.3. Southern Pine Inspection Bureau: Standard Grading rules for Southern Pine Lumber.4. Truss Plate Institute: Design Specifications for Light Metal Plate Connected Wood Trusses (TPI-74).American Plywood Association: Guide to Plywood for floors, plywood sheathings for walls and roofs.5. American Wood Preservers Association Standards.

6.2 All framing lumber 2X6 or greater shall be No. 2 or better Hem-Firwith a min. allowable extreme fiber stress in bending (Fb) of 850 PSI and modulesof elasticity (E) of 1,300,000 PSI.

6.3 All structural lumber shall be stamped in accordance with the American Instituteof Construction's "Construction Manual".

6.4 All glu-laminated beams shall conform to A.I.T.C. Specifications. Glu-laminatedbeams shall be Southern Pine or Hem-Fir as per the properties listed in the load calucuations on the cover sheet

6.5 Design, fabrication, installation of trusses and sheet metal connectors shall be inaccordance with the following standards and specifications

a. Supplement to Engineer Bulletin # SE-266, dated 4/19/60 of A.S. Div. FHA 1/4/61b. International Conference of Building Officials Report #17414.5, dated 9/6/68.c. Design Specifications for light metal plate connected wood trusses, T.O.I. 70.d. IRC Code-2009/or current edition as adopted by Pa VCC or NJ

6.6 All members of all trusses to be fabricated from stress grade lumber having thefollowing minimum properties listed under the load calculations on the cover sheet

6.7 Shop drawings, signed and sealed by a professional engineer registered in thestate of proposed construction shall be submitted to the Architect forapproval prior to fabrication of trusses. Shop drawings shall include thefollowing items:

a. drafted plan lay-outs identifying all trusses.b. calculations for load determination on trusses, giving uniform loads (partialor otherwise) and/or point loads.c. truss configuration drawing giving stresses on all members including plates.

6.8 Hangers, framing anchors and fasteners: provide and install stamped andfabricated steel of type indicated (as required).Nails to be those furnished by manufacturer for this specific use. Nails shall befully driven in all holes in the anchor. "Teco", "Trimfast", "Simpson" or "Artcor",conforming to the requirements indicated shall be provided.

6.9 Install code compliant pressure treated lumber where lumber is in contact withconcrete.

6.10 All headers at bearing conditions shall be of sizes shown on plans.6.11 All headers at non-bearing conditions shall be as follows unless noted otherwise:

Opening Size Headerup to 4'-0" (2) 2"x6"4'-0" to 6'0" (2) 2"x8"6'-0" to 9'-0" (2) 2"x10"

6.12 Roof Sheathing: APA approved 7/16" exterior grade OSB or 1/2" CDX plywoodwith metal clips at midspan between trusses or wood rafters whenever spacing isgreater than 16" O.C. unless noted otherwise.

6.13 Floor Sheathing to be 3/4 " interior/exterior engineered sheathing using low VOC resin(unless noted otherwise).

6.14 Wall sheathing: shall be APA approved 7/16" exterior grade OSB. Installationshall be as per manufacturer's recommendations. All corners shall have 7/16"exterior OSB sheathing for a distance of 8'-0" from corner to provide lateralbracing. Provide wall bracing per PA Act 1.

6.15 Maintain a minimum of 12"+ clearance from all wood framing members toexposed earth. All wood framing members including wood sheathing, which reston exterior foundation walls and are less than 12"+ from exposed earth shall beof approved natural durable or pressure-treated wood.

6.16 Provide jack studs at all wall rough openings over 6'-0".6.16.1 Provide (2) 2x `Jack' studs and (1)2x `King' stud at each end of all headers/beams,

typical unless otherwise noted.6.17 Provide double 2x framing, double "T"-joists with filler blocking or an engineered

laminated beam at all floor or ceiling openings.6.18 Manufactured floor joists, roof rafters and beams shall be installed per all

manufacturer's recommendations and installation details.6.19 "2-stud" corners at all exterior framing corners to accomodate full "thermal break"

insulation.6.20 "Ladder" framing to be applied at all connections of interior walls to exterior wall to

accomodate full "thermal break" insulation.6.21 "Cripple" studs below window openings to follow wall stud spacing. No cripples

required at framing sill connection to "jack" or "king" studs.6.22 All decks calculated at 40# live load and balconies at 60 # live load. On dwellings

using TJI or I type joists, provide timberstrand or Microlam band joist where futuresun decks are a probability.

6.23 Fireplace and bow/bay window bump-outs to be flashed and/or sided on theunderside when cantilevered.

6.25 All posts and point loads must be continuously supported from the initial bearingpoint to the foundation or steel.

6.24 Not Used.6.26 Paralams or equal shall not be drilled, notched or cut in any manor except to

length, without architects approval.

7 THERMAL and MOISTURE PROTECTION

7.1 The following specification shall govern with modifications as specified herein:

American Society of Heating, Refrigeration and Air Conditioning Engineers(ASHRAE)Handbook of Fundamentals.

7.2 Install flashing and sheet metal in compliance with "Architectural Sheet MetalManual" by SMACNA.

7.3 Aluminum flashing shall conform to ASTM B-209, and the minimum 0.016" thickstandard building sheet of plain finish.

7.4 Galvanized steel flashing shall conform to ASTM A-526, 0.20 percent copper,26 gauge (0.0179"): ASTM A525, designated G 90 hot-dip galvanized, millphosphatized.

7.5 Back paint flashings with bituminous paint, where expected to be in contact withcomentitious materials or dis-similar metals.

7.5a All flashing that comes in contact with ACQ must be copper. All nails that come incontact with ACQ shall be copper or other approved materials. Provide approvedfastners @ all P.J. lumber locations.

7.6 Provide and install flashing at all roof to wall conditions, projections of wood beamsthrough exterior walls, exterior openings, and elsewhere as required to providewatertight/weatherproof performance.

7.7 Roof valley flashing shall be provided of not less than No. 28 galvanized sheetgauge corrosion-resistant metal or copper and shall extend at least 11" from thecenter line each way and shall have the flow line formed as part of the flashing.Sections of flashing shall have an end flap of not less than 4".

7.8 Roofing as noted on drawing should be:

Shingles shall be Asphalt-Fiberglass composition three-tab conforming to U.L.Class"A" Fire Resistance, U.L. Wind Resistance, ASTM D3462 and ASTM D3018 Type1 with a 20 year (min) limited MFR warranty. Color as selected by owner. Shinglesshall be installed as per manufacturer's instructions.

a.Provide ice shield as required by code. Provide and install one layer No.15 Asphalt saturated unperforated organic felt complying with ASTM D226 Type 1, 36" wide, approximate weight 18 lbs. per square; under roof shingles, lapping succeeding courses 2" (min.). Provide No. 90 Asphalt roll roofing at all valleys. At alternate Lace Valleys provide two (2) layers No. 15 organic felt under shingles or one (1) layer No. 30 organic felt.

7.9 Enclosed attic spaces and roof rafters shall have cross ventilation for eachseparate space by ventilating openings protected against the entrance of rain. The net free ventilating areas shall not be less than 2/3 of one percent (1%) of thehorizontally projected roof area, or 1/3 of one percent (1%) if at least 50% of therequired ventilating area is provided by ventilators located in the upper portionof the space to be ventilated at least 3 feet above eave or cornice vents withthe balance of the required ventilation provided by eave or cornice vents.

7.10 Provide and install insulation w/ value of R-19 (insulation-only) in exterior wallsof 2x6 construction or as indicated on drawings.

7.11 Provide and install insulation w/ value of R-38 min. (insulation-only) in roof orceiling and R-19 min. crawl space floor joist as shown on drawings.

7.12 Furnish and install siding and related work as indicated on drawings. Color and finishas specified by the owner from approved manufacturer's standards. Siding shall beinstalled as per manufacturer's instructions.

Horizontal siding shall be a double-four complying with all current manufacturer'sspecification. Minimum material thickness as follows:

Aluminum (uninsulated) .019"Vinyl .042"-.044"

7.13 Provide and install slow/low expansion spray foam insulation at window shim spaces.7.14 Spray foam insulation within spaces and tight to and behind mechanical and electrical

services within the plan of insulation. Leave no gaps or voids, being sure not tocompress glass insulation.

7.15 Water-proofing: GMX Ulta Shield Exterior Wall Waterproofing (or equal)

Installation: Except as otherwise indicated, whether or not shown on drawings, applywaterproofing to all exterior below grade surfaces of exterior underground walls incontact with earthwork or other backfill, in any situation where space of any kind isenclosed on opposite side.

7.16 Provide low/no VOC sealants and caulking meeting applicable specifications where shown onthe drawings and elsewhere as required to provide a positive barrier against moisturefor passage of air.

7.17 Provide and install a 6 mil polyethylene vapor barrier complying with ASTM D-2103where shown in the drawings.

7.18 Provide and install 1" thick rigid foam plastic insulation board with a minimum insulationonly value of R-5 in accordance with manufacturer's instructions when shown ondrawings

7.19 Provide and install gutters and downspouts as per SMACNA architectural sheet metalmanual (color as selected by owner).* Gutter - 5" aluminum, .027" min. thickness "K" style, seamless with primed factoryapplied finish.Downspouts - 3" dia., .024" min. thickness with primed factory applied finish

7.20 Provide a minimum of R-13 insulation for foundation walls with 50% or more exposedsurface area.

7.21 Provide minimum of R-6 insulation for perimeter concrete slabs at living spaces includingwalkout basements.

7.22 Provide membrane flashing at all openings (windows/doors).7.23 Provide 3'-0" ice shield membrane flashing per code.7.24 Crawl space insulation:

1. R-13+ insulation shall be installed along the interior face of the exteriorfoundation wall.

2. A 6 mil+ vapor barrier (w/ 12" min. joint overlap) shall be installed at thecrawl space "floor." The v.b. shall be caulked at the foundation wall 12"+above the crawl space floor.

3. R-30+ insulation shall be installed at the crawl space ceiling/floor assemly.

8 DOORS, WINDOWS AND GLASS

8.1 Reference standards for metal doors, wood doors, and windows shall be as follows:

a. Underwriter's Laboratories Inc. Building Materials Directoryb. National Fire Protection Association: Pamphlet No. 80 Standard for Fire Doors andWindows.c. National Woodwork Manufacturer's Association: I.S. 1078: Wood Flush Doors.d. Air leakage (ASTM E283) Water resistance (ASTM E 331)

8.2 Glazing in locations which may be subject to human impact such as frameless glassdoors, glass entrance and exit doors, fixed glass panels, sliding glass doors,shower doors and tub enclosures, and storm doors shall meet the requirements setforth in the IRC and the Safety Standard for Architectural Glazing Materials(16 CFR 1201). All glazed panels located within 12" of a door which may be mistakenfor openings for human passage, unless such panels are provided with a horizontalmember 1" minimum in width located between 24" and 36" above the walking surface,shall be tempered glass. Refer to IRC Section R3.

8.3 All doors and windows opening to the exterior or to unconditioned areas shall befully weather stripped, gasketed or otherwise treated to limit air infiltration. Allmanufactured windows and sliding glass doors shall meet the air infiltration standardsof the American National Standards Institute ASTM E283-73 with a pressuredifferential of 1.57 pounds per square foot and shall be certified and labeled.

8.4 Provide a weatherproof threshold at all exterior swing doors.8.5 Provide doors, windows and glazing sizes as indicated on drawings. Contractor to

provide shop drawings on all millwork or non-stock materials for approval by architector owner per contract.

8.6 Window sizes comply with information and notes as indicated on plans.8.7 All interior swing doors shall be 1-3/8" thick. Manufacturer as

selected by owner.8.8 Bi-fold doors shall be stile and rail solid wood louvered doors, size as indicated on

drawings. Manufacturer as selected by owner.8.9 All interior means of egress doors shall be a minimum of 2'-8" in width, IRC Sect. R38.10 Unless noted otherwise, all windows shall be Andersen, 400 series

and at least one window in each bedroom shown on drawings meets egressrequirements: R308.4

Sleeping rooms emergency egress window size requirements:Min. net clear openings= 5.7sf (5.0 sf on grade floor)Min. net clear opening height= 24 inches.Tempered glass on all sliders, sidelights, ext. doors, skylights and showerdoors and per IRC sect R.

8.11 Not Used.8.12 Provide tempered safety glass at all high hazard areas, at master tubs, and in

stairways.8.13 All doors w/ glass shall have tempered glass.8.14 All windows under the following conditions shall have tempered glass:

1. exposed area of an individual pane greater than 9 SF.2. bottom edge less than 18" A.F.F.3. Top edge greater than 36" A.F.F.4. one or more walking surfaces w/in 36" horizontally of the glazing5. IRC Sect.

8.15 Interior doors are at 6'-8" unless otherwise noted.8.16 Doors from the garage to the house shall be min. 1 3/8" solid wood doors, solid or

honeycomb core steel doors min 1 3/8" thick, or 20-min. fire rated doors.8.17 All doors (or other openings) between the liveable space and a garage (or combustion

equipment) to be sealed with weather stripping.

9 FINISHES

9.1 Provide and install gypsum wallboard in accordance with "American StandardSpecifications for the Application and Finishing of Gypsum Wallboard", asapproved by the American Standards Association, latest edition: applicable partsthereof are hereby made a part of this specification, in local codes, or by themanufacturer of of the gypsum wallboard, whose requirements shall be followed.Fasterners per IRC .

9.2 Application of paint or other coating shall be in strict accordance with manufacturer'sdirections. Ready-mixed paint shall not be thinned, except as permitted in theapplication instructions. All interior paints and stains (primer and finish coats)shall be low/no VOC products.

9.3 All exterior and interior surfaces shall receive the painter's finish except colorcoordinated factory finish surfaces. Top and bottom of all doors to be sealed and painted.

9.4 All surfaces to be finished shall be clean and free of foreign materials(dirt, grease,asphalt, rust, etc.).

9.5 Application shall be in a workmanlike manner providing a smooth surface. Applicationrate shall be that recommended by the manufacturer. Application may be by brush orroller or by spray if paint is formulated for spray application. Apply prime coat and(2) two finished coats.

9.6 Exterior color selection by owner or by architect from samples provided by ownerper contract.

9.7 Provide paint and stain per owner's schedule and requests.9.8 Provide resilient flooring and wall base per owner's schedule and specifications.

Install in accordance with manufacturer's printed instructions.9.9 Provide ceramic tile and accessories complying with Tile Council of America

Specification 137.1 in colors and patterns selected by the owner from standard colorspatterns of the approved manufacturers.

9.10 Install ceramic tile in compliance with pertinent recommendations contained in the TileCouncil of America "Handbook for Ceramic Tile installation" and Manufacturer's printedinstructions.

9.11 Setting material may be either dry set mortar in compliance with ANSI A118.1 andor organic adhesive in compliance with ANSI A136.1, using Type I where exposed toprolonged water presence and using type II at all other locations.

9.12 Garages beneath habitable rooms shall be separated from all habitable rooms above bymin. 5/8" type X GWB. All garage walls shall be separated from the residence and its atticby min. 1/2" GWB applied to the garage side of the wall and any bearing walls or memberssupporting floor above garage. Framing joints to be caulked to assure air sealing betweengarage and home.

9.13 Provide and install moisture-resistant gypsum wallboard, type VII, grade W or X asrequired, 1/2 " thick, at shower or tub enclosures at walls and ceilings,or otherwise noted on the drawings.

9.14 Provide and Install gypsum wall board, 1/2 " thick at all walls and ceilingsunless otherwise indicated on drawings or specified. Contractor shall provide all trimaccessories, finish taping and spackling in accordance with American StandardSpecifications.

9.15 Finish grade to be a minimum of 8" below the top of the foundation walls.

10 SPECIALTIES

10.1 Provide kitchen accessories, bath accessories, fireplaces, hardware and miscellaneousitems per owner's schedule and specifications. All items shall be installed in strictaccordance with the respective manufacturer's published instructions and approvedinstallation drawings.

10.2 Factory built fireplaces and flues shall be in accordance with UL 127 and installedmanufacturer specifications. All interior fireplaces to include sealed doors.

10.3 Stair handrails - Height shall not be less than 34 inches nor more than 38 inches(measured vertically) above the leading edge of the treads or above the finished floor ofthe landing or walking surfaces. Handrail gripping surfaces shall be continuous for the fulllength of the flight. Handrail ends shall be returned or shall terminate at newel posts.Handrails adjacent to the wall shall have a clear space not less than 1 1/2 inchesbetween the wall and the handrail.Type I stair handrails shall have a circular cross section with an outside diameter of at least1 1/4" and not greater than 2".If the handrail is not circular, it shall have a perimeterdimension of a min, 4" and a max 6 1/4" with a max. cross section of 2 1/2". Type IIhandrails that have a perimeter greater than 6 1/4" shall provide a graspable finger recessarea on both sides of the profile. See IRC.

10.4 Handrails that form part of a guard rail shall have a height not less than 34 inches andnot more than 38 inches above the leading edge of the treads or above the finished floorof the landing or walking surfaces. Handrails required for more than (4) risers.Handrails to be continuous 1 piece w/ no interruptions.

10.5 Guard rails - Height shall not be less than 36 inches above the walking surfaces.Max. opening between intermediate rails= Less than 4 inchesGuard rails required for stairs, porches, balconies, or raised floors more than 30" abovethe floor or grade below.

10.6 All open guards and open handrails shall have balusters or be of solid material such thata sphere with a diameter of 4 inches cannot pass through any opening. Balusters shall nothave an ornamental pattern that would provide a ladder effect.

10.7 Stair requirements:Min. stair width=36"; Max. riser variation=3/8"; Min. clear headroom=6'-8"; Nosing projectionapplies to closed riser stairs only. Max. riser height shall be 8 1/4" w/ solid tread.Min. tread depth shall be 10" from nose to nose.

10.8 "Drainage Plane" system to be installed at entire exterior wall planes. Drainage planeshall include vapor retarder membrane system.

11 EQUIPMENT

N/A

12 FURNITURE

N/A

13 SPECIAL CONSTRUCTION

N/A

14 CONVEYING SYSTEMS

N/A

15 MECHANICAL/PLUMBING

As per International Residential Code 2009

16 ELECTRICAL

As per International Residential Code 2009.

17 FIRE PROTECTION

17.1 Provide draft stops at 500 square feet intervals in all floor and ceilings.17.2 Provide fire stops at all interconnections between vertical and horizontal spaces.17.3 All enclosed shafts must have fire stops at all floor and ceiling levels (i.e. metal, 3/4"

plywood, 2X or 5/8" TYPE "X" GWB17.4 Provide metal fire stops at floors and ceilings for flues and "B" vents.17.5 No penetrations are allowed within fire rated roof sheathing.17.6 Fire caulk all floor and ceiling penetrations in the framing and holes through returns.

A U.L. listed fire rated caulking shall be used, no expandable foam insulation

17.7 Smoke detectors shall be installed inside each sleeping area and interconnected,in the immediate area outside bedrooms and on each story of the dwelling.Detectors in new construction shall receive their primary power from the buildingwiring, be interconnected and have battery back-up min. 4'-0" from return air grills.

17.8 CO detectors (based on local conditions and requrements)

18 RADON

18.1 A continuous vapor barrier not less than 6 Mil. PVC Polyethylene or other approvedmaterial with all seams lapped not less than 12" shall be installed under thebasement slab. Slabs on grade and crawl spaces construction. Concrete slabs withvapor barrier shall be placed over a 4" base course of crushed stone(not more than10% passes through a #4 sleeve).

18.2 Basement slabs with interior foundation drains shall be provided with anindependent 3" vent pipe with a termination 6" to 12" above slab and to be capped orextending termination at an approved location outside of the building.

18.3 Basement slabs w/o interior foundation drains shall be provided w/ one 3" vent pipewith "T" fitting for each 1500 S.F. or portion thereof of slab area. The horizontalportion of the "T" fitting shall terminate 6" to 12" above the floor slab. These fittingsshall be clearly labeled and capped or shall be extended termination at an approvedpoint outside the building. Basements with French drains shall not be allowedunless provided with interior drains as in section 18.2.

18.4 All joints and penetrations through foundation walls, basement slabs and slabs ongrade shall be sealed using non cracking polyurethane sealant in order to seal offgas entry routes. Unstopped floor drains shall be provided with stoppers to blockgas entry.

18.5 A sump pump pit cover which closes off gas entry routes shall be provided for allinstallations if foundation drains terminate at a sump and provisions are made tovent the sump, the 3" vent pipe required by item number 18.2 need not be provided.

18.6 All duct work in crawl spaces or under slabs shall be properly taped and sealed.Sealing material that closes off gas entry routes shall be provided at all door andother openings between basements and adjoining crawl spaces that are vented tothe exterior. The tops of foundation walls, including the exterior ledges, that areconstructed of hollow masonry units shall be capped or the cores of the masonryshall be completely filled.

spray is acceptable.



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8/11/2016 9:48:56 AM

GENERAL NOTES AND CONDITIONS

GI-116052104

2016.06.10


TOILET PAPERDISPENSER

VERTICALGRAB BAR

GRABBAR

1' - 0" 3' - 6"

8"

1' - 3

"

1' - 6

" 2' - 1

0"

3' - 3

"1'

- 7"

3' - 4"

NO PROTRUDINGOBJECTS WITHIN THISAREA ABOVE/BELOWGRAB BARS (TYP)

1' - 0

"1

1/2"

TYPICAL H/C WATER CLOSET ELEVATION

2' - 0" 1' - 0"

3' - 0"

1' - 6

"2' - 1

0"

NO PROTRUDINGOBJECTS WITHIN THISAREA ABOVE/BELOWGRAB BARS (TYP)

1' - 0

"1

1/2"

TYPICAL H/C WATER CLOSET ELEVATION

CLEARFLOORSPACE

GRABBAR

1' - 0" 1' - 0"

1' - 6"

1' - 0

"3'

- 6"

5' - 0"

4' - 8

"

2' - 0"

NOTE:24" REAR GRAB BAR PERMITTEDWHEN ADJACENT TO ARECESSED FIXTURE (SECTION604.5.2 EXCEPTION 1)

GRABBAR

TYPICAL H/C AT RECESSED SINK/ LAV

CLEARFLOORSPACE

GRABBAR

GRABBAR

2' - 0" 1' - 0"

1' - 6"

1' - 0

"3'

- 6"

5' - 0"

4' - 8

"

TYPICAL H/C WATER CLOSET PLAN

GRAB BAR

5' - 0"

MIN. CLEAR 1' - 6"

4' - 8

"

3' - 6

"

MIN

. CLE

AR

CLR

INSI

DE

@ W

ALL

HU

NG

TLT

GRAB BAR

MAX.4"

4' - 1

1" C

LR IN

SIDE

@ F

LOO

R M

OUN

TED

TLT

TYPICAL H/C WATER CLOSET STALL PLAN

ELEVATION

PLAN

TOE CLEARANCE

CLEARFLOORSPACE

MAX

1' - 5

"

3' - 8

"

4' - 0"

1' - 3

"1'

- 3"

MAX

6"

9"

TYPICAL H/C URINAL

PLAN ELEVATION

CLEARFLOORSPACE

KNEE ANDTOECLEARANCE

GENERAL NOTE: WATER SUPPLY AND DRAIN PIPES UNDERLAVATORIES AND SINKS SHALL BE INSULATED. THERE SHALLBE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIESOR SINKS.

MIRROR

4' - 0

"

2' - 6"

6"8"

9"

2' - 3

"

2' - 1

0"

3' - 4

" TO

B.O

. REF

LECT

ING

SUR

FACE

25" M

AX.

17" M

IN.

TYPICAL H/C LAVATORY

PLAN

CLEARFLOORSPACE

ELEVATION

1' - 3" 1' - 3"

4' - 0

"

SPO

UT O

UTLE

T HE

IGHT

3' -

0" M

AX

SPO

UT O

UTLE

T HE

IGHT

3' -

7" M

AX

MIN

1' - 3

"M

AX5"

TYPICAL H/C DRINKING FOUNTAIN

NOTE: PROVIDE HANDHELD SHOWER WITHHOSE 59" MIN. INLENGTH, THAT CAN BEUSED AS A FIXEDSHOWER HEAD ASWELL AS A HAND HELDSHOWER.

CONTROL AREA

GRAB BAR

VERTICAL GRABBAR

0' - 4" MAX.

1' - 3" 1' - 3"

10"

3' -

2"

3' - 0"

3' -

0"0'

- 4"

1' -

6"

TYPICAL H/C SHOWER PLAN (TRANSFER)

TYPICAL H/C SHOWER (TRANSFER)

PLAN DETAIL AT H/C SHOWER SEAT

CLEARFLOORSPACE

SEAT WALL

GRABBAR

BACK WALL

CONTROL WALL

0' -

4" M

AX.

1' - 6"

3' - 0"

3' -

0"3'

- 0"

4' - 0"

24" M

IN

12" MAX 48" MIN 15" MAX

24" M

IN

12" MAX 24" MIN 24" MAX

12" M

IN

8" < X < 10"

33" <

X <

36"

33" <

X <

36" 8" < X < 10"

FIXE

D SE

AT@

HEA

D

SEAT

INSI

DE T

UB

CONTROL AREA (OPENSIDE TO CENTER LINE)

LENGTH OF TUB

(for fixed seat only)12" MIN30

" MIN TYPICAL H/C BATHTUB

*FOR ALL TYPE B UNITS PROVIDEREQUIRED BLOCKING FOR GRABBAR INSTALLATION AS DETAILED

MAX4"

18" M

IN

CONTROL AREA (OPENSIDE TO CENTER LINE)

MAX4"

3" < X < 6"

3" < X < 6"

SAME VERTICALPARAMETERS AS ABOVE

SEAT

SEAT

NOTE: THE HEIGHT OFTHE SEAT SHALL BE17" - 19" A.F.F.MEASURED TO THE TOPOF THE SEAT.

TRANSFERSHOWER

CLEARANCE

SHOWER SEAT

3' - 0

"

1' - 2"

3"2' - 7 1/2"1 1/2"

3' - 0"

1' - 4

"2

1/2"

1' - 1

0"

CLEAR WIDTH AT TURN

CLEAR WIDTH OF ACCESIBLE ROUTE

2' - 8

" MIN

3' - 0

" MIN

2' - 0" MAX 4' - 0" MIN 2' - 0" MAX

2' - 8

" MIN

3' - 0

" MIN

3' - 6" MIN 3' - 6" MIN

4' - 0

" MIN

X < 4'

RAMP AND LANDINGS

60" MIN 60" MIN

AT L

EAST

AS

WID

E AS

RAM

P RU

N

LANDING RAMP RUN LANDING

36" M

IN

11230

" MAX

RIS

E

TWO DOORS IN SERIES

MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS (NOT RECQ ON DWELLING SIDE)

(a) FRONT APPROACH

48" M

IN

(b) POCKET OR HINGE APPROACH

CLEAR WIDTH OF DOORWAYS

32" MIN

90.00°

32" MIN

32" MIN

(b) SLIDING DOOR

(a) HINGED DOOR (c) FOLDING DOOR

MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS (NOT RECQ ON DWELLING SIDE)(a) FRONT APPROACH

18" MIN60" M

IN

12" MIN*

48" M

IN

(b) HINGE APPROACH

36" MIN60" M

IN42

" MIN

42" MIN54" M

IN

54" MIN

(c) HINGE APPROACH

42" M

IN*

54" MIN

24" MIN

48" M

IN*

(d) LATCH APPROACH

42" M

IN*

24" MIN

*54" MIN WHERE CLOSER IS PROVIDED

*48" MIN WHERE BOTH CLOSERAND LATCH ARE PROVIDED*WHERE BOTH CLOSER AND LATCH ARE PROVIDED

*48" MIN WHERE CLOSER IS PROVIDED

54" MIN

42" M

IN

24" MIN42" M

IN

(b) STOP OR LATCH APPROACH

48" M

IN

48" M

IN

BEVELED CHANGES IN LEVEL

VERTICAL CHANGE IN LEVEL

1/4"

MAX

1/4"

-1/2

"

21

RAMP AND LANDINGS

60" MIN 60" MIN

AT L

EAST

AS

WID

E AS

RAM

P RU

N

LANDING RAMP RUN LANDING

36" M

IN

112

30" M

AX R

ISE

RAMP AND LANDINGS

34" M

IN, 3

8" M

AX

X <

4"

12" MIN12" MIN

(a) EXTENDED SURFACE (b) CURB OR BARRIER



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PROJECT ADDRESS

8/11/2016 9:48:58 AM

As indicated

ADA MOUNTING HEIGHTS ANDDETAILS

GI-216052104

2016.06.10


ADA MOUNTING HEIGHTS AND DETAILS

ACCESIBILITY CLEARANCES

UP

DN UP

WHWH WH

WHWHWH

WHWH

WHWH

WHWH

WHWH WH

WH WHWHWH

WHWHWH

UP

WH

DN

UP

OC

DN UP

DN

OC

OC

OC

OC

OC

OC

OC

8572 SFBASEMENT FLOOR

EXIT PATH #7

EXIT PATH #8

EXIT

130

26 0.24

EXIT

160

32 0.25

1HR FLOOR/CEILINGASSEMBLY ABOVE

INSTALL SELF-CLOSING SWING

GATE AT LANDING UPTO FIRST FLOOR.

228 SFRES.

931 SFRESIDENTIAL

8628 SFRESIDENTIAL

ALL GLAZING ADJACENT TOEXISTING FIRE ESCAPE TO BE 1

1/2HR RATED GLAZING

EXIT PATH #1 EXIT PATH #2

EXIT

130

26 0.26

EXIT

160

32 0.21

EXIT

160

32 0.23

8639 SFRESIDENTIAL

583 SFRESIDENTIAL


1/2HR RATED GLAZING

EXIT PATH #4EXIT PATH #3

EXIT PATH #9EXIT

120

36 0.37

EXIT

120

36 0.32

DEAD END CORRIDOR45 FT

8627 SFRESIDENTIAL


1/2HR RATED GLAZING

EXIT PATH #5 EXIT PATH #6

EXIT

120

36 0.38

EXIT

120

36 0.39

EXITEgressWidth

EgressFactor

ExitCapacity

#

EGRESS TRAVEL DISTANCE EXIT MARKER

EGRESS TRAVEL DISTANCE

EGRESS TAG

1 HOUR RATED WALL

2 HOUR RATED WALL

LIFE SAFETY LEGEND LIFE SAFETY GENERAL NOTES

1. ALL EXISTING EXTERIOR WALLS ARE 2HR RATED WALLS.

2. ALL GLAZING ADJACENT TO EXISTING EXTERIOR FIRESTAIR TO BE 1 1/2 HR RATED.

3. EXISTING BUILDING SPRINKLER SYSTEM TO BERENOVATED TO ACCOMODATE NEW USE, TO CODE.

4. NEW FIRE ALARM SYSTEM TO BE INSTALLED TO CODE.

5. ALLOWABLE TRAVEL DISTANCE 250 FT WITH APPROVEDAUTOMATIC SPRINKLER SYSTEM

EXTERIOR EGRESS STAIR NOTE

EXISTING EXTERIOR EGRESS FIRE ESCAPE STAIR TO REMAINPENDING APPROVAL OF LOCAL AUTHORITY. CURRENT STAIR INGOOD WORKING CONDITION.



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Issued

Revision

By Appd YYYY.MM.DD

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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:49:01 AM

As indicated

EGRESS PLANS

GI-316052104

2016.06.10


1/16" = 1'-0"GI-31 BASEMENT FLOOR

1/16" = 1'-0"GI-32 FIRST FLOOR

1/16" = 1'-0"GI-33 SECOND FLOOR

1/16" = 1'-0"GI-34 THIRD FLOOR

EXIT CAPACITY

ExitNumber Exit Type

EgressFactor

EgressWidth

ExitCapacity

1 Door 0.2 32 1602 Door 0.3 36 1203 Stair 0.2 32 1604 Stair 0.2 26 1305 Stair 0.2 32 1606 Stair 0.2 26 1307 Stair 0.3 36 1208 Door 0.3 36 1209 Door 0.3 36 120Grand total: 9 1220

PATH OF TRAVEL

Path Of Travel Name Path Of Travel Level Travel Segment Distance

24' - 4 5/8"Exit Path 1 First Floor 121' - 1 3/8"Exit Path 2 First Floor 118' - 0 1/8"Exit Path 3 Second Floor 152' - 11 5/8"Exit Path 4 Second Floor 126' - 5 3/4"Exit Path 5 Third Floor 114' - 1 1/8"Exit Path 6 Third Floor 150' - 10 7/8"Exit Path 7 Basement 150' - 6"Exit Path 8 Basement 152' - 6"Exit Path 9 Second Floor 26' - 0"

DEMOLISHED DOOR

DEMOLISHED WINDOW

DEMOLISHED WALL

DEMOLISHED WINDOW

DEMOLISHED DOOR

INDICATES EXISTING

DEMOLITION LEGEND

GENERAL DEMOLITION NOTES1. BEFORE WORK HAS BEGUN, THE CONTRACTOR SHALL MAKE ATHOROUGH SURVEY OF THE BUILDING AND NOTIFY THE OWNER ANDARCHITECT IN WRITING OF ALL DISCREPANCIES BETWEEN EXISTINGCONDITIONS AND THOSE SHOWN ON THE DRAWINGS. FAILURE BY THECONTRACTOR TO HAVE AQUATINTED HIMSELF WITH AVAILABLEINFORMATION CONCERNING EXISTING CONDITIONS SHALL NOT RELIEVETHE CONTRACTOR OF THE RESPONSIBILITIES OF PERFORMANCE OFWORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OFANYWORK DESCRIBED IN THE CONTRACT DOCUMENTS WHICH CANNOTBE PERFORMED DUE TO EXISTING CONDITIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALLEXISTING CONDITIONS WHICH ARE TO REMAIN. ANY WORK DAMAGED BYFAILING TO PROVIDE PROTECTION SHALL BE REMOVED AN REPLACEDWITH NEW WORK AT THE CONTRACTOR'S EXPENSE.

4. WHERE DEMOLITION OCCURS, THE G.C. IS REQUIRED TO PATCH ANDRESTORE ALL SURFACES AND CONSTRUCTION TO MATCH ADJACENTEXISTING CONDITIONS.

5. REMOVE OR MODIFY EXISTING CONSTRUCTION AS SHOWN. TYPICALWALL AND CEILING REMOVAL INCLUDES FINISHES, TRIMS, BASES, DOORSAND FRAMES, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMSCONTAINED THEREIN (UNLESS NOTED OTHERWISE). REMOVE ALLEXISTING DEVICES (SWITCHES, RECEPTACLES, TELEPHONE, CONDUITS,WIRE, ETC.) IN EXISTING WALLS TO BE REMOVED. EQUIPMENT WHICHWILL NO LONGER BE USED, SHALL BE REMOVED COMPLETELY BACK TOTHE POINT OF SERVICE AND CAPPED OR PLUGGED. OTHER ITEMS OF AMINOR NATURE WHICH MAY EXIST BUT ARE NOT SPECIFICALLY NOTEDON THE DRAWINGS ARE THE BE REMOVED AS REQUIRED TO ALLOWACCESS AND ALLOW ALTERATIONS OR NEW WORK TO CONTINUE.

6. EXIT DOORS, EXIT ACCESS AND ALL FIRE PROTECTION SHALL BEMAINTAINED DURING DEMOLITION AND SHALL REMAIN OPERATIONALAFTER COMPLETION OF DEMOLITION WORK.

7. THE CONTRACTOR SHALL KEEP THE PREMISES BROOM CLEANDURING THE PROGRESS OF WORK AND REMOVE ALL WASTE MATERIALWHEN RECEPTACLES BECOME FULL.

8. THE BUILDING IS TO BE OCCUPIES DURING CONSTRUCTION. THECONTRACTOR IS TO TAKE ALL MEASURES NECESSARY TO PROVIDE FORTHE PROTECTION AND SAFETY OF THE BUILDING OCCUPANTS.\

9. IF ANY HAZARDOUS MATERIAL ARE ENCOUNTERED DURING THECOURSE OF CONSTRUCTION, WORK IS TO BE STOPPED AND THEOWNER AND ARCHITECT ARE TO BE NOTIFIED IMMEDIATELY.

10. THE CONTRACTOR AT THE COMPLETION OF THE PROJECT, SHALLREMOVE ALL CONSTRICTION RELATED RUBBISH, TOOLS AND SURPLUSMATERIAL FROM THE PREMISES. THE CONTRACTOR SHALL LEAVE THEBUILDING AREAS WHERE CONSTRUCTION ACTIVITIES OCCURREDCLEAN. ALL SURFACES SHALL BE WIPED CLEAN OF DUST AND ALLWINDOWS SHALL BE CLEANED. FINAL CLEANING SHALL BE PERFORMEDAT TO LEVEL ACCEPTABLE TO THE OWNER AND FACILITY MANAGEMENTSTAFF.

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

2' - 0

"

3' - 0

"

FIRE PUMP

EXISTBATH

EXIST ELEC.ROOM

2

1

3

4

4

4

6

/1 SK4.30

9

8

8

5

EXISTING ROOMTO REMAIN

REMOVE STAIR RAILINGS

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

1

4

4

2

7

4

9

DEMOLITION KEYNOTES

REMOVE EXISTING FRIEGHT ELEVATOR IN ALL ASSOC PARTS.PREP FOR NEW PASSANGER ELEVATOR INSTALLATION.

1

REMOVE PORTION OF EXISTING MASONRY WALL IN ALL ITENTIRETY.

2

REMOVE PORTION OF EXISTING MASONRY WALL TOEXTENTS SHOWN OR NEEDED FOR NEW WINDOW/ DOORINSTALL.

3

4 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY.

5 REMOVE EXISTING FIRE PUMP, PREP FOR NEW INSTALLAND RETROFIT OF NEW SPRINKLER.

6 REMOVE STAIRS IN ALL ITS ENTIRETY.

7 REMOVE EXISTING WINDOW AND OR BLOCKED PORTION OFEXISTING OPENING.

8 PREP EXISTING SLAB AS NEEDED FOR NEW SELFLEVELING CONCRETE TOPPING

9 DEMO EXISTING CONCRETE RAMP AND STAIRS. PREP FORNEW RAMP AND STAIR INSTALL.

10 REMOVE EXISTING PARTITIONS TO EXTENTS SHOWN.



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Issued

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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:53 AM

As indicated

DEMOLITION PLANS

D-10016052104

2016.06.10


3/32" = 1'-0"

D-1001BASEMENT DEMOLITION PLAN

3/32" = 1'-0"

D-1002FIRST FLOOR DEMOLITION PLAN

DEMOLISHED DOOR

DEMOLISHED WINDOW

DEMOLISHED WALL

DEMOLISHED WINDOW

DEMOLISHED DOOR

INDICATES EXISTING

DEMOLITION LEGEND

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

61

4

4

7

7


EXISTING PARTITIONSTO REMAIN. TYP.

EXISTING FIRE ESCAPETO REMAIN

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

4

1


EXISTING FIRE ESCAPETO REMAIN EXISTING CHIMENY

GENERAL DEMOLITION NOTES1. BEFORE WORK HAS BEGUN, THE CONTRACTOR SHALL MAKE ATHOROUGH SURVEY OF THE BUILDING AND NOTIFY THE OWNER ANDARCHITECT IN WRITING OF ALL DISCREPANCIES BETWEEN EXISTINGCONDITIONS AND THOSE SHOWN ON THE DRAWINGS. FAILURE BY THECONTRACTOR TO HAVE AQUATINTED HIMSELF WITH AVAILABLEINFORMATION CONCERNING EXISTING CONDITIONS SHALL NOT RELIEVETHE CONTRACTOR OF THE RESPONSIBILITIES OF PERFORMANCE OFWORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OFANYWORK DESCRIBED IN THE CONTRACT DOCUMENTS WHICH CANNOTBE PERFORMED DUE TO EXISTING CONDITIONS.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALLEXISTING CONDITIONS WHICH ARE TO REMAIN. ANY WORK DAMAGED BYFAILING TO PROVIDE PROTECTION SHALL BE REMOVED AN REPLACEDWITH NEW WORK AT THE CONTRACTOR'S EXPENSE.

4. WHERE DEMOLITION OCCURS, THE G.C. IS REQUIRED TO PATCH ANDRESTORE ALL SURFACES AND CONSTRUCTION TO MATCH ADJACENTEXISTING CONDITIONS.

5. REMOVE OR MODIFY EXISTING CONSTRUCTION AS SHOWN. TYPICALWALL AND CEILING REMOVAL INCLUDES FINISHES, TRIMS, BASES, DOORSAND FRAMES, MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMSCONTAINED THEREIN (UNLESS NOTED OTHERWISE). REMOVE ALLEXISTING DEVICES (SWITCHES, RECEPTACLES, TELEPHONE, CONDUITS,WIRE, ETC.) IN EXISTING WALLS TO BE REMOVED. EQUIPMENT WHICHWILL NO LONGER BE USED, SHALL BE REMOVED COMPLETELY BACK TOTHE POINT OF SERVICE AND CAPPED OR PLUGGED. OTHER ITEMS OF AMINOR NATURE WHICH MAY EXIST BUT ARE NOT SPECIFICALLY NOTEDON THE DRAWINGS ARE THE BE REMOVED AS REQUIRED TO ALLOWACCESS AND ALLOW ALTERATIONS OR NEW WORK TO CONTINUE.

6. EXIT DOORS, EXIT ACCESS AND ALL FIRE PROTECTION SHALL BEMAINTAINED DURING DEMOLITION AND SHALL REMAIN OPERATIONALAFTER COMPLETION OF DEMOLITION WORK.

7. THE CONTRACTOR SHALL KEEP THE PREMISES BROOM CLEANDURING THE PROGRESS OF WORK AND REMOVE ALL WASTE MATERIALWHEN RECEPTACLES BECOME FULL.

8. THE BUILDING IS TO BE OCCUPIES DURING CONSTRUCTION. THECONTRACTOR IS TO TAKE ALL MEASURES NECESSARY TO PROVIDE FORTHE PROTECTION AND SAFETY OF THE BUILDING OCCUPANTS.\

9. IF ANY HAZARDOUS MATERIAL ARE ENCOUNTERED DURING THECOURSE OF CONSTRUCTION, WORK IS TO BE STOPPED AND THEOWNER AND ARCHITECT ARE TO BE NOTIFIED IMMEDIATELY.

10. THE CONTRACTOR AT THE COMPLETION OF THE PROJECT, SHALLREMOVE ALL CONSTRICTION RELATED RUBBISH, TOOLS AND SURPLUSMATERIAL FROM THE PREMISES. THE CONTRACTOR SHALL LEAVE THEBUILDING AREAS WHERE CONSTRUCTION ACTIVITIES OCCURREDCLEAN. ALL SURFACES SHALL BE WIPED CLEAN OF DUST AND ALLWINDOWS SHALL BE CLEANED. FINAL CLEANING SHALL BE PERFORMEDAT TO LEVEL ACCEPTABLE TO THE OWNER AND FACILITY MANAGEMENTSTAFF.

DEMOLITION KEYNOTES

REMOVE EXISTING FRIEGHT ELEVATOR IN ALL ASSOC PARTS.PREP FOR NEW PASSANGER ELEVATOR INSTALLATION.

1

REMOVE PORTION OF EXISTING MASONRY WALL IN ALL ITENTIRETY.

2

REMOVE PORTION OF EXISTING MASONRY WALL TOEXTENTS SHOWN OR NEEDED FOR NEW WINDOW/ DOORINSTALL.

3

4 REMOVE EXISTING DOOR AND FRAME IN ITS ENTIRETY.

5 REMOVE EXISTING FIRE PUMP, PREP FOR NEW INSTALLAND RETROFIT OF NEW SPRINKLER.

6 REMOVE STAIRS IN ALL ITS ENTIRETY.

7 REMOVE EXISTING WINDOW AND OR BLOCKED PORTION OFEXISTING OPENING.

8 PREP EXISTING SLAB AS NEEDED FOR NEW SELFLEVELING CONCRETE TOPPING

9 DEMO EXISTING CONCRETE RAMP AND STAIRS. PREP FORNEW RAMP AND STAIR INSTALL.

10 REMOVE EXISTING PARTITIONS TO EXTENTS SHOWN.



Title

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Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:55 AM

As indicated

DEMOLITION PLANS

D-10116052104

2016.06.10


3/32" = 1'-0"D-1011 SECOND FLOOR DEMOLITION PLAN

3/32" = 1'-0"D-1012 THIRD FLOOR PLAN

Z101 2

3263 EMERALD STREETEXISTING 1 STORY BUILDING

2024 E WESTMORELAND STREETEXISTING 1 STORY BUILDING

OPEN SPACE

OPEN SPACE

U.S. POST OFFICE3251 EMERALD ST

PRIVATE PARKINGLOT

2000 WESTMORELAND STREETEXISTING 4 STORY BUILDING

E WESTMORELAND STREET

EM

ER

ALD

STR

EE

T

E WILLARD STREET

2019 E WILLARD STREETOPEN SPACE



LOT DIMENSION

192' - 4 3/4"

93' -

8 3

/4"

65' - 2 3/4"

10' - 8 5/8"

116' - 5 3/8"

14' -

9"

LOT

DIM

ENS I

ON

75' -

2 3

/4"

4' -

3 1/

4"

11' -

6" 22

' - 9

"

26' - 3"

11' -

3"

17' - 6"

33' -

0"

32' -

10"

26' - 0"

17' - 1" 8' - 11"

8' - 1" 9' - 4"

21' -

8"

39' -

3"

FIRE ESCAPE

STREET PARKING

COBBELSTONEDRIVEWAY

ALLE

YWAY

LOADING DOCK

2 STORYATTACHEDBUILDING1 STORY

BUILDING

TRUE NORTHPROJECT NORTH

PAVERSGARDENING

AREA

PEDESTRIAN WALKWAYS

TRAFFIC LIGHT

STORM DRAIN

FIRE HYDRANT

STORM GRATE

STORM GRATE

CURB CUT

CURB CUT

12' - 6"

12' -

6"

CURB CUT

1 STORYBUILDING

STAIR TOWERAND ELEVATOR

8' - 8" 38' - 1"8' - 4"

7' - 9

"

EXISTING CHIMNEY

RAM

P U

P

COBBELSTONEDRIVEWAY

METAL CHAIN LINK GATE

AUTOMATIC SLIDING GATE

A-200 2

NEW TENANT ACCESSGATED MAIN DOOR

NEW TENANTACCESS GATEDMAIN DOOR

TOP DETAIL

BOTTOM DETAIL

2X4 WD FRAMING

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD

2X4 WD FRAMING TO STRUCTUREABOVE

IN-1

WALL SECTION

TOP DETAIL

BOTTOM DETAIL

2X3 WD FRAMING

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD


IN-3A

WALL SECTION

TOP DETAIL

BOTTOM DETAIL

2X6 WD FRAMING

1/2" GYPSUM BOARD

1/2" GYPSUM BOARD


IN-2

WALL SECTION

TOP DETAIL

BOTTOM DETAIL

2X4 WD FRAMING

1/2" GYPSUM BOARD


IN-3

WALL SECTION

TOP DETAIL

BOTTOM DETAIL

2X6 WD FRAMING

5/8" TYPE 'X' GYPSUM BOARD


IN-2A

WALL SECTION

*UL U305 SYSTEM 1 HOUR SYSTEM

R-19 FIBERGLASS INSULATION

TOP DETAIL

BOTTOM DETAIL

2X4 WD FRAMING

5/8" GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD


IN-1A

WALL SECTION

RC-1 RESILANT CHANNEL

*UL U305 SYSTEM 1 HOUR SYSTEM

F-1

TYPICAL FLOOR SECTION

EXISTING 3" MIN TIMBER FLOOR

EXISTING 6X10 HEAVY TIMBER BEAMS

1" KINETICS RIM L-2-16 FLOOR UNDERLAYMENT

3/4" PLYWOOD FLOORING

VINYL PLANK OR WOOD FINISHED FLOORING

EXPOSED TIMBER CEILING

*1 HR FLOOR CONSTRUCTION (HT CLASSIFICATION)*FLOOR CONSTUCTION TO MEET MIN FSTC45 & FICC 45

F-2

IN UNIT FLOOR SECTION

1/2" GWB CIELING

3/4" PLYWOODFLOORING STAINED ANDTREATED

2X8 OR 2X10 FRAMING ASSPECIFIED ON UNIT PLANS



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:20 AM

As indicated

SITE PLAN AND WALL LEGEND

A-00116052104

2016.06.10


1/16" = 1'-0"A-0011 SITE PLAN

GENERAL WALL LEGEND

GENERAL FLOOR LEGEND

UP

UP

UP

UP

WH

WH WH

WH

WH

WH

WH

WH

WH

WH

WH

WH

WH

WH WH

WH WH

WH WH

WH

WH

WH

WH

DN

UP

OC

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 189' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 19' - 0" 9' - 6" 8' - 11 1/2" 9' - 6"

13' -

6 1

/2"

12' -

8 1

/2"

13' -

0"

13' -

1"

A-201

2

A-200

1

2A-300

3' -

0"

EXISTING WINDOWS TOREMAIN U.N.O.

EXISTING TO REMAIN

3' - 6"

LOADING DOCKABOVE

NEW SPRINKLERMANIFOLDS ASNEEDED

NEW LOCATION OFELECTRICALMETERS

BOILER ROOM UNIT(AT GRADE)

NEW 36"HANDRAIL 8" BRICK

INFILL

6' - 0"

4' - 9

1/2

"

NEW LANDING ANDSTAIRS. NEW RAILINGSON BOTH SIDES

A-7006

1A-300

EXISTING WINDOWS TOREMAIN U.N.O.

ALIGN WITHCOLUMNS

1A

1G 2F

2A 2B

2G 1H

1B 2C

2H 1I

1C 1D

1J 2I

2D 1E

1K 1L

2E 2J

2K

7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1" 7' - 1"

5' - 9

1/2

"9'

- 11"

9' - 6

1/2

"

7' - 6 1/2"9' - 4 1/2"

6' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"3'

- 0"

3' - 0"

3' - 6"

3' -

0"

3' -

0"

3' - 0"

2' - 6"

2' -

6"

3' -

0"

COMMON UTILITYROOM

EXISTING ACCESS COURT

EXISTING FIRE ESCAPETO REMAIN

EXISTING ROOMTO REMAIN

EXISTING COURTYARD

NEW ELEVATOR WITHADJACENTMECHANICAL ROOM

EXISTINGBATHOOM

EXISTINGSTORAGE

4' - 0

"

ELECTRICALROOM

----

COMMUNITYROOM

NEW STORAGE/UTILITYSPACE FOR APARTMENTS

3' - 0"

ELECTRICIAN TO NOTESERVICE

1HR RATED DOOR

1 HR RATED DOOR

NEW RAMPABOVE

ALIG

N

ALIGN WITH COLUMN

LOCATION OF TRASH DUMPSTER

ALL NEW STORAGE WALLS TO BEIN-1A WALLS

IN 1A

IN 1A

IN 1A

IN 1A

IN 1A

IN-1B

A-1012

INSTALL SWINGGATE W/ SELF-

CLOSING HINGES.

3' - 0"

IN-1B

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING

INDICATES NEW 1 HR RATING


SILL HT

GENERAL CONSTRUCTION NOTES

1. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING, AND FIRE CODES. THEOWNER'S PRIME CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THEARCHITECT. PROJECT SHALL BE PREFORMED IN ACCORDANCE WITH 2010 PHILADELPHIA CODE.

2. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL RECQUIREMENTS THROUGHOUT. DETAILS NOTED 'TYPICAL' MAY IMPLY ALL CONDITIONS TREATED SIMILARLY.

3. ALL DRAWINGS SHALL BE FULLY COORDINATED BY OWNER'S PRIME CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PREFORMED TO ASSURE THE ORDERLYPROGRESS OF THE WORK.

4. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE OWNER'S PRIME CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THESECONTRACT DOCUMENTS OR THE REQUIRED BUILDING AND SAFETY CODES.

5. THE OWNER OR OWNER'S PRIME CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS.

6. THE PRIME CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT OR OWNER IN WRITING AND WRITTEN INSTRUCITONS SHALL BE OBTAINED BEFOREPROCEEDING WITH THE WORK. THE PRIME CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE PRIMED CONTRACTOR FAILED TO NOTIFYTHE ARCHITECT OR OWNER BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.

7. THE PRIME CONTRACTOR SHALL MAINTAIN A CLEAN PREMISES FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOIL, PAINT OVER SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC., SHALLBE LEFT CLEAN AND READ FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. THE PRIME CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM DETERIORATION AND DAMAGE.

8. ALL MANUFACTURER'S PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OVSERVED. THE WORDS 'OR APPROVED EQUAL' ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTER IS NOTED. THE OWNER OR ARCHITECTSHALL APPRVOED ALL 'OR EQUAL' SUBMISSIONS PRIOR TO ORDERING AND MATERIAL OR EQUIPMENT.

9. PROVIDE FIRESTOPPING AS REQUIRED BETWEEN ALL FLOORS.

10. DRYER & BATHROOM EXHAUSTS TO COMPLY WITH MECHANICAL CODE. (SEPARATE PERMIT REQUIRED FOR MECHANICAL WORK).

11. STAIR RAILINGS TO 34" - 38" A.F.F. HEIGHT. ALL RAILING BALUSTERS SPACED SO THAT 4” DIAMETER SPHERE CANNOT PASS THROUGH. PROVIDE MIN OF 6’-8” HEADROOM @ ALL STAIRS.

12 CONTROL JOINTS PER ACI CODE, TYP.

13.PROVIDE SHOP DRAWINGS FOR ALL ENGINEERED LUMBER.

14. ALL DIMENSIONS OF INTERIOR WALLS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED.

15. ALL WALL PARTITIONS TO BE IN-1 U.N.O.

16. ALL CLOSETS TO HAVE 1'-0" WIRE SHELVING INSTALLED PER PLANS.

17. ALL DOORS TO BE HUNG 6" FROM NEAREST WALL U.N.O.

18. ALL FINAL FINISH SELECTIONS AND COLORS TO BE VERIFIED W/ OWNER BEFORE INSTALL.

19. ALL WOOD FLOORS TO BE SANDED AND REFINISHED. PATCH/REPAIR WHERE NEEDED.

20. ALL EXISTING EXPOSED MASONRY WALLS TO BE CLEANED AS NEEDED. POINT BRICK AS NEEDED.

21. ALL DOORS ON TYPES IN-1A & IN-2A WALLS TO BE 60-MIN RATED W/CLOSER INSTALLED.

22. ALL DOORS ON TYPES IN-1B WALLS TO BE 90-MIN RATED W/CLOSER INSTALLED

6x6 HEAVY TIMBERCOLUMN

5/8" GWB

3 1/2" MINERALWOOL INSULATION

ALIGN OUTSIDE FACEOF GWBWITH FRONT FACE OFCOLUMN

FIRE CAULKAS NEEDED

RC-1 RESILANTCHANNEL

2X4 WALL FRAMING



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:24 AM

1

As indicated

BASEMENT FLOOR PLAN

A-10116052104

2016.06.10


1/8" = 1'-0"A-1011 BASEMENT FLOOR PLAN

SPRINKLERROOM

1 Revision 1 JH SW 2016.08.11

1 1/2" = 1'-0"A-1012 TYP COLUMN DETAIL

1

1

UP

DN UP

UP

DN

OC

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

APT 1GUNIT TYPE #1

450 SF

APT 1HUNIT TYPE #1

450 SF

APT 1IUNIT TYPE #1

450 SF

APT 1JUNIT TYPE #1

450 SF

APT 1KUNIT TYPE #1

450 SF

APT 1LUNIT TYPE #6

620SF

APT 1BUNIT TYPE #2

510 SF

APT 1CUNIT TYPE #2

510 SF

APT 1DUNIT TYPE #2

510 SF

APT 1EUNIT TYPE #2

530 SF

APT 1FUNIT TYPE #3/TYPE "A"

ACCESSIBLE UNIT810 SF

GALLERY/LOBBY850 SF

ELEV.

APT 1AUNIT TYPE #2

510 SF

OPENCOURTYARD

LOADING DOCK

BOILER ROOM UNIT747 SF

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

26' - 11" 17' - 9 1/2" 17' - 9 1/2" 17' - 8 1/2" 17' - 9 1/2" 17' - 8 1/2" 18' - 0 1/2"

17' -

7 1

/2"

14' -

1 1

/2"

19' -

2 1

/2"

32' -

0"

19' -

2 1

/2"

25' -

5"

6' - 4

"19

' - 2

1/2

"

26' - 10 1/2" 26' - 8" 26' - 8 1/2" 26' - 8 1/2" 27' - 3 1/2" +/- 26' - 11"

+/- 17' - 1 1/2"

10' -

4"

22' -

11"

2' - 3

"

6' - 8

1/2

"11

' - 3

"

8' - 9 1/2"

10' -

3"

16' - 7"

18' -

11"

+/- 17' - 6"

+/- 3

3' - 0

"

+/- 16' - 6 1/2" +/- 6' - 11"

5' - 5

"+/

- 32'

- 7"

9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 19' - 0" 9' - 6" 8' - 11 1/2" 9' - 6"

13' -

6 1

/2"

12' -

8 1

/2"

13' -

0"

13' -

1"

A-200

1

2A-300

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

6' -

6"

2' - 10"

2' -

10"

2' -

10"

2' -

10"

2' - 10"0' - 0"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"

2' -

10"

0' -

0"2'

- 10

"2'

- 10

"

2' - 10"

54 SFBATH

11' - 10" 11' - 10" 11' - 10" 11' - 10" 11' - 10" 1' - 11"

14' - 8 1/2" 2' - 6"4' - 10"4' - 10"4' - 10"4' - 10"4' - 10"

WINDOWS TO BERETROFITTED WITH

NEW 90 MIN RATED GLASS

NEW CAST IN PLACECONCRETE STAIRS W/36" HANDRAILS

A-7004

NEW 36" X 54" ADA LIFT

A-7011

0"

-45"

0"

-64"

1A-300

IN 1A IN 1A IN 1A IN 1A IN 1A

IN 1AIN 1A IN 1A

IN 1AIN 1A



IN 1A IN 1A IN 1A IN 1A

NEW 2 x 10 FLOOR INFILL WITH3/4" STAINED PLYWOOD FLOORING

NEW CONCRETE1:12 ADA RAMP

NEW 36" HANDRAIL

17' - 4"

EXISTING STAIRS TO REMAIN.PROVIDE PRIVATE ACCESS FOR APT 1A.

NEW 90 MINRATED DOOR

NEW STEEL ENTRY DOOR TOINFILL IN EXISTING OPENING

NEW CONCRETE FLOOR. USE SELF LEVELINGCONCRETE TO CREATE LEVEL FLOOR CONDITION.ACCOUNT FOR UP TO 1" VARIATION IN HT OFORIGINAL FLOOR.

ALIGN

OPENING TO BE INFILLED WITH MATCHING10" BRICK WALL CONSTRUCTIONCOMMON

ROOM225 SF

30x48 AREA OF RESCUE

3' -

0"

IN-1B

2' - 10"

0' -

0"

4' - 8"

4' -

0"

A-1022

1' - 6"

PROVIDE GRAB BARS AS REQ'D.FLUSH CONTROLS ON OPEN SIDE OFTOILET.

3' -

0"

IN-1B

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT

























5/8" GWB



FIRE CAULKAS NEEDED


2X4 WALL FRAMING



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:27 AM

1

As indicated

FIRST FLOOR PLAN

A-10216052104

2016.06.10


1/8" = 1'-0"A-1021 FIRST FLOOR PLAN



1

1

OC

OC

OC

OC

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

CORRIDOR

ELEV.

+/- 2

5' - 4

1/2

"

51' -

6"

9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 19' - 0" 9' - 6" 8' - 11 1/2" 9' - 6"

13' -

6 1

/2"

12' -

8 1

/2"

13' -

0"

13' -

1"

+/- 26' - 10" 26' - 7 1/2" 26' - 8 1/2" 26' - 8 1/2" 27' - 3" 26' - 11"

6' - 3

"19

' - 2

1/2

"

6' - 0 1/2" 11' - 8" +/- 17' - 1 1/2" 8' - 9 1/2"

10' -

3"

14' -

7"

25' -

4 1

/2"

16' - 7" 10' - 0 1/2"

12' -

4 1

/2"

17' -

8"

20' -

10

1/2"

+/- 17' - 7"+/- 17' - 8"+/- 17' - 7"+/- 17' - 8"+/- 17' - 8"+/- 26' - 10"

4' - 6

"7'

- 10

1/2

"

APT 2FUNIT TYPE #1

450 SF

APT 2GUNIT TYPE #1

450 SF

APT 2HUNIT TYPE #1

450 SF

APT 2IUNIT TYPE #1

450 SF

APT 2J UNIT TYPE #1

450 SF

APT 2KUNIT TYPE #5

620SF

APT 2AUNIT TYPE #2

510 SFAPT 2B

UNIT TYPE #2510 SF

APT 2C UNIT TYPE #2

510 SF

APT 2DUNIT TYPE #2

530 SF

APT 2EUNIT TYPE #3.1

810 SF

A-201

2

A-200

1

2A-300

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 0' - 0" 2' - 10"

2' -

10"

2' -

10"

0' -

0"2'

- 10

"2'

- 10

"

2' - 10" 2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"

2' -

10"

2' -

10"

0' -

0"2'

- 10

"2'

- 10

"

2' - 10" 2' - 10" 2' - 10"

54 SFBATH

A-7003

90 MINRATED GLASS

1A-300

3' - 7

1/2

" NEW STAIRS, LANDINGAND HANDRAILS

IN 1A

IN 1A IN 1A IN 1A

IN 1AIN 1AIN 1AIN 1AIN 1AIN 1A


IN 1A IN 1A IN 1A11' - 5" 11' - 7" 11' - 7" 12' - 2 1/2"

A-6091

A-6116

IN 1

A

IN 1A

IN 1A

IN 1A

IN 1A

2' - 0"

5' - 0

"

EXISTINGOPENING SIM


NEW 2 x 10 FLOOR INFINLL WITH3/4" STAINED PLYWOOD FINISH

NEW STEEL ENTRY DOORTO INFILL IN EXISTING OPENING

3' -

0"

3' -

0"


5' - 2"

1383 SFGALLERY/LOBBY

3' -

0"


3' -

0"

NEW 14" BRICK INFILLTO MATCH EXISTINGWALL CONSTRUCTION

ALIG

N

IN-1B

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

4' - 8"

4' -

0"

A-1032

1' - 6"

PROVIDE GRAB BARS ASREQ'D. FLUSH CONTROLS ONOPEN SIDE OF TOILET.

3' -

0"

IN-1B

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT

























5/8" GWB



FIRE CAULKAS NEEDED


2X4 WALL FRAMING



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:28 AM

1

As indicated

SECOND FLOOR PLAN

A-10316052104

2016.06.10


1/8" = 1'-0"A-1031 SECOND FLOOR PLAN



1

1

OC

OC

A

B

C

1 2 3 4 5 6 7 8 9 10 11 12 13 15

A.5

B.5

14 16 17 18

GALLERY/LOBBY515SF

ELEV.

BATH65 SF

CORRIDOR1520 SF 9'

- 0"

17' - 10 1/2" 35' - 8 1/2" 35' - 8 1/2" 45' - 3" 26' - 11"

2' - 9

"22

' - 7

"14

' - 7

1/2

"

8' - 9" 8' - 1"

19' -

4"

22' -

7"

45' - 3"35' - 8 1/2"26' - 8 1/2"26' - 10 1/2"

8' - 8 1/2"

19' -

2 1

/2"

32' -

0"

13' -

6 1

/2"

12' -

8 1

/2"

13' -

0"

13' -

1"

9' - 6" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 19' - 0" 9' - 6" 8' - 11 1/2" 9' - 6"

8' - 9 1/2"

10' -

3"

A-201

2

A-200

1

2A-300

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

2' -

10"

2' -

10"

2' -

10"

2' -

10"

2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"2' - 10"

2' -

10"

2' -

10"

2' -

10"

2' -

10"

A-7005

APT 3BUNIT TYPE #4

1,060 SF

APT 3CUNIT TYPE #4

1,060 SF

APT 3DUNIT TYPE #4.3

1,060 SF

APT 3HUNIT TYPE #4.2

1,060 SF

APT 3AUNIT TYPE #2.1

695 SF

APT 3FUNIT TYPE #2

510 SF

APT 3GUNIT TYPE #4.1

1,060 SF

LAUNDRY169 SF

1' - 8" 16' - 2 1/2"

11' - 7" 15' - 1 1/2" 13' - 8 1/2" 22' - 0" 18' - 4 1/2" 25' - 2" 1' - 9"

1A-300

3' - 0"

IN 3

3' -

0"

3' -

0"

0' - 0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"

3' -

0"3'

- 0"

3' -

0"

3' -

0"

4' -

0"3'

- 0"

4' - 8"

14' - 0" 2' - 0" 14' - 0" 2' - 0" 17' - 10 1/2" 2' - 0"1' - 9 1/2"

90 MINRATED GLASS NEW 90 MIN RATED DOOR

AND 10" 2HR RATED BRICK INFILLAS REQUIRED.

A-6011

A-6081

APT 3EUNIT TYPE #2.2

810 SF

IN 1A

IN 1A IN 1A IN 1A IN 1A

IN 1AIN 1AIN 1A

IN 1AIN 1A

IN 1A

IN 1AIN 1A

90 MINRATED DOOR

30 x 48 CLEAR FLOOR SPACEPARALLEL APPROACH

ALL DRYERS VENT DIRECTLYTO OUTSIDE

LINT INTERCEPTOR FILTERSAT EACH WASHER

HEAT DETECTORS IN ROOM

NEW STEEL ENTRY DOORTO INFILL EXISTING OPENING

NEW 2 x 10 FLOOR INFILL WITH3/4" STAINED PLYWOOD FINISH

ALIGN

13' - 3"

IN 1A

IN 1AIN 1A

IN 1

IN 1

3' -

0"

F-1

0' -

0"

0' -

0"

0' - 0"

1' - 6"

PROVIDE GRAB BARS ASREQ'D. FLUSH CONTROLS ONOPEN SIDE OF TOILET.

3' -

0"

IN-1B

IN-1

B

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT


























Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:29 AM

1

As indicated

THIRD FLOOR PLAN

A-10416052104

2016.06.10


1/8" = 1'-0"A-1041 THIRD FLOOR PLAN


1

1

GFI

R

OC

3

240

UP

WH

WH WH

WH

WH

WH

WH

WH

WH

WH

WH

WH

WH

WH WH

WH WH

WH WH

WH

WH

WH

WH

GFI

OC

OC

OC

OC

OC

OC

OC

DN

OC

OC

OC

OC

OC

OC

GFI

OC

6" DOWNLIGHT

12" CEILING MTD FIXTURE

BATH EXHAUST FAN

EXTERIOR LIGHT

BATH VANITY LIGHT

8" PENDANT LIGHT FIXTURE

PENDANT MOUNT CEILING FAN

EXITEXIT SIGN

LIGHTING LEGEND

90 MINUTE EMERGENCYBATTERY LIGHTS

DUPLEX TAMPER PROOF OUTLET

GFI DUPLEX OUTLET

220V OUTLET

WALL MTD OCCUPANCY SENSOR

SINGLE POLE SWITCH

THREE WAY SWITCH

240V OUTLET

COAXIAL CABLE

ELECTRICAL LEGEND

1. ALL ELECTRICAL, PLUMBING, AND MECHANICAL ENGINEERING TO BE DONE BY LICENSED PROFESSIONAL. GENERALMECHANICAL, ELECTRICAL, AND PLUMBING IS SHOWN FOR REFERENCE ONLY.

2. GC/OWNER TO PROVIDE A FULL FIRE ALARM SYSTEM TO CODE. ALL APARTMENT UNITS REQUIRE FIRE STROBES,ANNUNCIATORS, AND SMOKE ALARMS WIRED TO NEW FIRE ALARM PANEL. INCLUDE ALL NECESSARY FIRE PULLS ASNEEDED IN ALL COMMON AREAS. GC TO PROVIDE NEW FIRE EXTUINGISHERS IN ALL UNITS AND ON PER EVERY 50 FT INCOMMON AREAS.

3. ALL DRYER VENTS TO BE 4" VENTED TO EXTERIOR WALL. ALL WASHER/ DRYER UNITS TO BE STACKABLE.

4. EQUIPMENT AND DUCT SIZES TO BE VERIFIED BY LICENSED MECHANICAL CONTRACTOR OR ENGINEER.

5. NOT USED

6. ANY PENETRATIONS OF FIRE RATE WALLS/FLOORS/CEILING ETC. SHOULD INCLUDE A UL APPROVED FIRE RATEDDAMPER.

7. REFERENCES TO CODES AND STANDARDS CALLED FOR IN THE CONTRACT DOCUMENTS MEAN THE LATEST EDITION,AMENDMENT AND REVISIONS TO THE CODES AND STANDARDS IN EFFECT ON THE DATE OF THESE CONTRACTDOCUMENTS.

8. ALL WORK AND MATERIALS SHALL CONFORM TO AND BE INSTALLED, INSPECTED AND TESTED IN ACCORDANCE WITHTHE GOVERNING RULES AND REGULATIONS OF FEDERAL, STATE AND LOCAL GOVERNMENTAL AGENCIES INCLUDING THEINTERNATIONAL MECHANICAL CODE (MC), THE NATIONAL FIRE CODE, AS WELL AS THE LATEST EDITION OF ASHRAE ANDTHE 2009 ENERGY CONSERVATION CONSTRUCTION CODE, OSHA, NEMA, NFPA AND SMACNA.

9. THE CONTRACTOR SHALL HOLD A LICENSE TO PERFORM THE WORK AS REQUIRED BY THE LOCAL JURISDICTION.

10. APPLY AND INSTALL MATERIALS, EQUIPMENT AND SPECIALTIES IN ACCORDANCE WITH MANUFACTURER'S WRITTENINSTRUCTIONS. CONFLICTS BETWEEN THE MANUFACTURERS INSTRUCTIONS AND THE CONTRACT DOCUMENTS SHALL BEREFERRED TO THE ARCHITECT FOR RESOLUTION.

11. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE ANDOPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED BY CODE.

12. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TOBUILDING STRUCTURE.

13. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, PLUMBING,ELECTRICAL WORK, ET.C SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS.

14. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.

15. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED DRAWINGS. COORDINATE ANDPROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHEDEQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.

16. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS,VALVES, SMOKE DETECTORS, AND OTHER CONCEALED MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNEDOVER TO GENERAL CONTRACTOR FOR INSTALLATION. ALL EQUIPMENT, PIPING, DUCTOWKR, ETC. SHALL BE SUPPORTEDAS DETAILED, SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION.

17. LOCATIONS AND SIZE OF ALL WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH OTHER TRADES INVOLVED.

18. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK ORCLARIFICATION OF NECESSARY WORK. MECHANICAL CONTRACTOR SHALL REFER TO ROOF PLAN ON MEP-101 FORSCOPE OF ROOF WORK.

GENERAL MEP NOTES

200 AMP HOUSEELECTRICAL PANEL

PROVIDE DEDICATED ELECTRICALFOR COMMON 40 GAL HWH

WIRE EACH UNIT 30 GAL HWH TOEACH UNITS ELECTRICAL PANEL TYP

1A

1G 2F

2A 2B

2G 1H

1B 2C

2H 1I

1C 1D

1J 2I

2D 1E

1K 1L

2E 2J

2KEXISTING LIGHITNG TO REMAIN

NEWELECTRICALMETERS

NEWSPRINKLERROOM

PROVIDEELECTRICAL FORNEW ELEVATOR TOMANULFACTUERSSPECIFICATIONS ASNEEDED

PROVIDE UTILITY OUTLETSALONG BASEMENT WALL

NEW GFI IN EXISTINGBATHROOM

ALL COMMON LIGHTING TO BEWIRED TO OCCUPANCY SENSORS.PLACE OCCUPANCY SENSORS AT

EACH OCCUPANCY SWITCHLOACTION

PROVIDE UTILITY OUTLETS INCOMMON AREA

NEW GFI IN BATHROOM



S

SS



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:36 AM

1

As indicated

BASEMENT AND FIRST FLOORELECTRICAL PLANS

A-10516052104



3/32" = 1'-0"A-1051 BASEMENT ELECTRICAL PLAN

3/32" = 1'-0"A-1052 FIRST FLOOR ELECTRICAL PLAN

1

1

GFI

R

OC

3

240

OC

OC

OC

OC

OC

OC

OC

OC

GFI

OC

OC

WW

DD

DW

OC

OC

OC

OC

240

240

240

GFI

OC

OC

6" DOWNLIGHT

12" CEILING MTD FIXTURE

BATH EXHAUST FAN

EXTERIOR LIGHT

BATH VANITY LIGHT

8" PENDANT LIGHT FIXTURE

PENDANT MOUNT CEILING FAN

EXITEXIT SIGN

LIGHTING LEGEND

90 MINUTE EMERGENCYBATTERY LIGHTS

DUPLEX TAMPER PROOF OUTLET

GFI DUPLEX OUTLET

220V OUTLET

WALL MTD OCCUPANCY SENSOR

SINGLE POLE SWITCH

THREE WAY SWITCH

240V OUTLET

COAXIAL CABLE

ELECTRICAL LEGEND

1. ALL ELECTRICAL, PLUMBING, AND MECHANICAL ENGINEERING TO BE DONE BY LICENSED PROFESSIONAL. GENERALMECHANICAL, ELECTRICAL, AND PLUMBING IS SHOWN FOR REFERENCE ONLY.

2. GC/OWNER TO PROVIDE A FULL FIRE ALARM SYSTEM TO CODE. ALL APARTMENT UNITS REQUIRE FIRE STROBES,ANNUNCIATORS, AND SMOKE ALARMS WIRED TO NEW FIRE ALARM PANEL. INCLUDE ALL NECESSARY FIRE PULLS ASNEEDED IN ALL COMMON AREAS. GC TO PROVIDE NEW FIRE EXTUINGISHERS IN ALL UNITS AND ON PER EVERY 50 FT INCOMMON AREAS.

3. ALL DRYER VENTS TO BE 4" VENTED TO EXTERIOR WALL. ALL WASHER/ DRYER UNITS TO BE STACKABLE.

4. EQUIPMENT AND DUCT SIZES TO BE VERIFIED BY LICENSED MECHANICAL CONTRACTOR OR ENGINEER.

5. NOT USED

6. ANY PENETRATIONS OF FIRE RATE WALLS/FLOORS/CEILING ETC. SHOULD INCLUDE A UL APPROVED FIRE RATEDDAMPER.

7. REFERENCES TO CODES AND STANDARDS CALLED FOR IN THE CONTRACT DOCUMENTS MEAN THE LATEST EDITION,AMENDMENT AND REVISIONS TO THE CODES AND STANDARDS IN EFFECT ON THE DATE OF THESE CONTRACTDOCUMENTS.

8. ALL WORK AND MATERIALS SHALL CONFORM TO AND BE INSTALLED, INSPECTED AND TESTED IN ACCORDANCE WITHTHE GOVERNING RULES AND REGULATIONS OF FEDERAL, STATE AND LOCAL GOVERNMENTAL AGENCIES INCLUDING THEINTERNATIONAL MECHANICAL CODE (MC), THE NATIONAL FIRE CODE, AS WELL AS THE LATEST EDITION OF ASHRAE ANDTHE 2009 ENERGY CONSERVATION CONSTRUCTION CODE, OSHA, NEMA, NFPA AND SMACNA.

9. THE CONTRACTOR SHALL HOLD A LICENSE TO PERFORM THE WORK AS REQUIRED BY THE LOCAL JURISDICTION.

10. APPLY AND INSTALL MATERIALS, EQUIPMENT AND SPECIALTIES IN ACCORDANCE WITH MANUFACTURER'S WRITTENINSTRUCTIONS. CONFLICTS BETWEEN THE MANUFACTURERS INSTRUCTIONS AND THE CONTRACT DOCUMENTS SHALL BEREFERRED TO THE ARCHITECT FOR RESOLUTION.

11. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE ANDOPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED BY CODE.

12. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TOBUILDING STRUCTURE.

13. COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, PLUMBING,ELECTRICAL WORK, ET.C SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS.

14. ALL TESTS SHALL BE COMPLETED BEFORE ANY MECHANICAL EQUIPMENT OR PIPING INSULATION IS APPLIED.

15. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED DRAWINGS. COORDINATE ANDPROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHEDEQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.

16. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS,VALVES, SMOKE DETECTORS, AND OTHER CONCEALED MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNEDOVER TO GENERAL CONTRACTOR FOR INSTALLATION. ALL EQUIPMENT, PIPING, DUCTOWKR, ETC. SHALL BE SUPPORTEDAS DETAILED, SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION.

17. LOCATIONS AND SIZE OF ALL WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH OTHER TRADES INVOLVED.

18. CONTRACTOR SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK ORCLARIFICATION OF NECESSARY WORK. MECHANICAL CONTRACTOR SHALL REFER TO ROOF PLAN ON MEP-101 FORSCOPE OF ROOF WORK.

GENERAL MEP NOTES




NEW GFI IN BATHROOM

PROVIDE SINGLE DUPLEXOUTLET FOR EACH WASHERAND 220V DEDICATED CIRCUITFOR WACH DRYER




PROVIDE GFI OUTLET INNEW BATHROOM



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:42 AM

1

As indicated

SECOND AND THIRD FLOORELECTRICAL PLANS

A-10616052104



3/32" = 1'-0"A-1061 SECOND FLOOR ELECTRICAL PLAN

3/32" = 1'-0"A-1062 THIRD FLOOR PLAN

1

1

First Floor6' - 2"

Second Floor18' - 9"

Basement Floor-4' - 0"

Third Floor31' - 4"

Bottom of Structure42' - 7"

Roof52' - 5"

Grade0' - 0"

6' - 2

"12

' - 7

"12

' - 7

"11

' - 3

"9'

- 10"

LOADING DOCK

EXISTING STEELSTAIRS REMAIN

1' - 4

"

BASEMENT BEYOND

A

F

G

C

C

C

HE

B

BB

BB

BB

BBB

B BB

B

B B B B B BB

BBBBBBBBBBBBB

BBBB

B

B

B B B B

B

BB

BB

B

BBB

BBBBB

B

B B B B

B

B

B

B

B

A-6115

TYP

4' - 0

"

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

BASEMENT BEYOND

AA

B

D

D

D2' - 1

0"

5' - 0"

2' - 1

0"

5' - 0"

2' - 1

0"

4' - 6"

E

F

B B B

BBBB

B B B

B LL

9' - 1

0"12

' - 7

"6'

- 2"

4' - 0

"

30X48 AREA OF RESCUE

11' -

3"

12' -

7"

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT

ALL EXISTING WINDOWS TO REMAIN, U.N.O.B

EXISTING STEEL STAIRS TO REMAINA

NEW JULIET BALCONY AND WINDOW INFILLC

NEW BRICK WALL INFILLD

NEW MAN DOOR WITHIN EXISTING SLIDING FENCEE

EXISTING CHIMNEY TO REMAINF

EXISTING ROOF TO REMAING

EXISTING AUTOMATIC SLIDING GATEH

PATCH/REPLACE ROOF AS NEEDEDI

NEW ADA COMPLIANT RAMP AND LANDINGJ

NEW CONCRETE STAIRS AND ADA LIFT BEYONDK

HATCHED WINDOWS TO BE 1-1/2 HR RATED GLAZING INFILLL

EXISTING ELECTRICAL ROOMM

ELEVATION KEYNOTES

EXISTING FIRE ESCAPE TO REMAINN

NEW BRICK INFILL NEEDED FOR NEW DOOR IN EXISTING WINDOW OPENINGO

NEW 90-MIN RATED FIRE DOORP

NEW SKYLIGHTS INSTALLED FOR BOILER ROOM UNITQ



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:46:55 AM

As indicated

BUILDING ELEVATIONS

A-20016052104

2016.06.10


1/8" = 1'-0"A-2001 WEST ELEVATION

1/8" = 1'-0"A-2002 SOUTH ELEVATION

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

BASEMENT BEYOND

F

C

C

D

J

K

I

H

NEW BOILER ROOMUNIT BEYOND

BB

BB

B B

BB

BBB

9' - 1

0"12

' - 7

"6'

- 2"

4' - 0

"

A-6115

TYP

11' -

3"

12' -

7"

Q

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

F

G

AM

N

L

4' - 6"

8' - 8

"

4' - 6"

10' -

11

1/2"

O

O

P

P

P L L L

LL L

L

LL

LL

LL

LL

BBBB

BB

BB

BB

BB

B

BBBBBB

B B B

B B

BBB

9' - 1

0"12

' - 7

"6'

- 2"

4' - 0

"

ROOF ACCESS DOOR ONLY

11' -

3"

12' -

7"

Q

BASEMENT BEYOND

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT

ALL EXISTING WINDOWS TO REMAIN, U.N.O.B

EXISTING STEEL STAIRS TO REMAINA

NEW JULIET BALCONY AND WINDOW INFILLC

NEW BRICK WALL INFILLD

NEW MAN DOOR WITHIN EXISTING SLIDING FENCEE

EXISTING CHIMNEY TO REMAINF

EXISTING ROOF TO REMAING

EXISTING AUTOMATIC SLIDING GATEH

PATCH/REPLACE ROOF AS NEEDEDI

NEW ADA COMPLIANT RAMP AND LANDINGJ

NEW CONCRETE STAIRS AND ADA LIFT BEYONDK

HATCHED WINDOWS TO BE 1-1/2 HR RATED GLAZING INFILLL

EXISTING ELECTRICAL ROOMM

ELEVATION KEYNOTES

EXISTING FIRE ESCAPE TO REMAINN

NEW BRICK INFILL NEEDED FOR NEW DOOR IN EXISTING WINDOW OPENINGO

NEW 90-MIN RATED FIRE DOORP

NEW SKYLIGHTS INSTALLED FOR BOILER ROOM UNITQ



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:15 AM

As indicated

BULDING ELEVATIONS

A-20116052104

2016.06.10


1/8" = 1'-0"A-2011 NORTH ELEVATION

1/8" = 1'-0"A-2012 EAST ELEVATION

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

11' -

3"

12' -

7"

12' -

7"

10' -

2"

21' -

1"

REPAIR/REPLACEROOF AS NEEDED

LAUNDRY

UNIT TYPE#4

UNIT TYPE#4

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

UNIT TYPE#1

LOBBY/GALLERY

LOBBY/GALLERY

LOBBY/GALLERY

UNIT TYPE#4

EXISTING ROOFTO REMAIN

STORAGE

EXISTING FOOTINGSTO REMAIN

3-1/2" MINERAL WOOL INSULATION FOR ALLINTERIOR DEMISING WALLS

EXISTING HEAVY TIMBERTRUSSES TO REMAIN

EXISTING HEAVYTIMBER FLOORS TO

REMAIN

8' - 0

"

EXISTING LOADINGDOCK TO REMAIN

8'-0" HIGH WALL AROUNDCOMMON LAUNDRY

NEW ADA LIFT

Third Floor Loft39' - 10"

1 HR RATED HEAVYTIMBER EXISTING

FLOOR

ADD 10" CLOSED CELL SPRAYFOAM INSULATION AND 1/2"

GWB CEILNG

EXISTING ROOFTRUSSES BEYOND

NEW IN-1A WALL

F-1

F-1

F-1

4' - 0

"

9' - 1

0"

2' - 9

"8'

- 6"

NEW DOOR

NEW WINDOW

NEW WALL

NEW WINDOW

NEW DOOR

INDICATES EXISTING

CONSTUCTION LEGEND

2' -

6"

INDICATES NEW

30 X 48

WINDOW SIZING



SILL HT

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

STORAGE

LOBBY/GALLERY

LOBBY/GALLERY

LOBBY/GALLERYUNIT TYPE

#2.1

LOBBY/GALLERY

UNIT TYPE#2

EXISTING ROOFTO REMAIN

NEW STAIR

9' - 1

0"11

' - 3

"12

' - 7

"12

' - 7

"10

' - 2

"

ADD 10" CLOSED CELL SPRAYFOAM INSULATION AND 1/2"

GWB CEILNG

ALL INTERIOR DEMISING WALLSTO RECEIVE 3 -1/2" MINERAL

WOOL INSULATIONNEW STAIR

NEW DOOR IN EXISTINGOPENING W/ EXISTINGSTEP


EXISTING ROOFTRUSSES BEYOND

CLEAN AND POINT EXPOSEDINTERIOR BRICK WALLS AS

NEEDED. TYP

2' - 9

"8'

- 6"

F-1

F-1

F-1

21' -

1"



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:27 AM

As indicated

BUILDING SECTIONS

A-30016052104

2016.06.10


1/8" = 1'-0"A-3002 SECTION 1

1/8" = 1'-0"A-3001 SECTION 2

REF.

REF.

3

3

3

3

GFI GFI

GFI

GFI GFI GFI

GFI

GFI

53 SFBATHROOM

104 SFENTRY

CLST

67 SFKITCHEN

92 SFLIVE/ STUDIO

91 SFWORK

18' -

0"

7' - 1

"

2' - 6" 8' - 10"

7' - 9

"9'

- 11"

3' - 6

"

A-600

4

A-600

5

5' -

0"

2' - 10"

5' - 1

"

2' - 0" 3' - 9"

3' -

0"

3' - 4

"

7' - 6"

2' - 2"6'

- 6"

17' - 8"

1' - 8

"

IN 1A

IN 3

IN 3

IN 3

IN 3

STEEL LADDER TOACCESS ADDITIONAL

STORAGE

CLEAN EXPOSED BRICK AS NEEDED

6A-600

(2) 2X8

NEW MINI SPLITHVAC SYSTEM

30" X

48" C

LEAR

30" X 48" CLEAR 30" X 48" CLEAR 30" X 48" CLEAR

KITCHEN

BATHROOMENTRY

WORK LIVE/ STUDIO

CLST

9' - 6"7' - 0"

EXISTINGEXPOSED HEAVYTIMBER CEILING

BATH EXHAUST FAN

12' - 0"

3' - 0"9"2' - 6"2' - 6"

HOLD

3' - 0"9"

HOLD

2' - 0"9"

2' - 1

0"2'

- 0"

2' - 6

"

STEEL SHIP LADDER.VERIFY REQUIREMENTS W/

CODE OFFICIAL

36" STEEL GUARDRAIL

DEDICATED ELECTRICALFOR MICROWAVE ANDFRIDGE

DOUBLE 2X8 HEADER. STAINFINISHED END

4"

7"

1' - 6

"

3' - 0

"

REMOVABLE BASE, TYP.

30 x 36MIRROR

FURR OUT CIELING AT9' - 6"

87"

TILE TUBSURROUND,

TYP.PROVIDE

BLOCKING ASREQ'D, TYP.

REMOVABLEBASE, TYP.

FLUSHCONTROLS ONOPEN SIDE OF

TOILET

A-600

12

A-600

11

179 SFWORK

107 SFLIVE/ STUDIO

48 SFKITCHEN

53 SFCLOSET

29 SFENTRY

60 SFBATHROOM

9' - 3 1/2" 11' - 11"

2' - 10" 6' - 5 1/2"

5' - 4

"2'

- 7 1

/2"

10' -

11"

5' - 1

0"1'

- 8"

11' -

8 1

/2"

3' -

0"

2' - 10" 2' - 10"

4' - 10"

1' - 6"

26' - 7 1/2"

IN 3

IN 3

IN 3

IN 3

IN 3

IN 3IN 3

IN 3

2' - 10" 2' - 10" 2' - 10"

BUILT IN STDPLYWOODSHELVING 2' - 10"

STEEL LADDER TOACCESSADDITIONALSTORAGE

STEEL LADDER TOACCESS ADDITIONAL

STORAGE

IN 1A20 MIN RATED ENTRY DOOR


13A-600

30" X 48" CLEAR

30" X 48" CLEAR 30" X 48" CLEAR 30" X 48" CLEAR

WORK

LIVE/ STUDIO

KITCHEN

BATHROOMCLOSET

ENTRY

EQ EQ7' - 6"

7' - 6"

EXISTING EXPOSEDHEAVY TIMBERCEILING

BATH EXHAUSTFAN

12' - 0"

EQ EQ

EQ EQ

2' - 3"3' - 0"9"2' - 6"9"

HOLD

3' - 0"1' - 0"

HOLD

2' - 0"1' - 0"

2' - 11"6' - 4"

1' - 7" 1' - 7 1/2"3' - 0"

36"

60"

90"

135 1/2"

17"

35"

53"

71"

90"

135 1/2"

STEEL SHIP LADDER

STEEL SHIP LADDER

EXISTING HEAVY TIMBERBEAMS TYP

BUILT IN PLYWOODSHELVING

DEDICATED OUTLET FORMICROWAVE AND FRIDGE

REMOVABLE BASE,TYP.

36 x 42MIRROR

TILE TUBSURROUND

BUILT IN WD BATHSHELVING

36"

51"

66"

PROVIDEBLOCKING ASREQ'D, TYP.


FLUSH CONTROLSON OPEN SIDE OFTOILET

100 AMP ELECTRICALPANEL

53 SFCLOSET

29 SFENTRY

60 SFBATHROOM

2x8 JOISTS @16" OC

2x8 JOISTS @16" OC

3 1/2" MINERALWOOL INSULATIONBETWEEN UNITSTYP

EXISTINGHEAVY TIMBERJOISTS

90"

STORAGE STORAGE90"

TILE TUBSURROUND

3' - 0

"


2x8 JOISTS @16" OC

3 1/2" MINERALWOOL INSULATIONBETWEEN UNITSTYP

FURR OUT CEILING@ 9'-6"

84"

114"

TYPE B DWELLING NOTES

1. ALL SWITCHES, RECEPTACLES, THERMOSTATS, PULL STATIONS, ETC. TO BE 48"A.F.F. MAX TO TOP. 44" MAX TO TOP WHEN INSTALLED OVER A COUNTERTOP.

2. PROVIDE 2X10 SOLID BLOCKING FOR FUTURE GRAB BARS TO BE INSTALLED TOWITHSTAND 250lbs. FORCE APPLIED VERTICALLY OR HORIZONTALLY. SEE GI-2 FORPARAMETERS, TYP.

3. ALL UNIT ENTRANCE DOORS TO PROVIDE A MINIMUM OF 10" OF SMOOTH SURFACEMEASURED FROM FINISHED FLOOR.

4. KITCHEN SINK AND VANITY BASE CABINETS TO BE PROVIDED WITH REMOVABLE BASEOR BASE FRONT TO ALLOW FOR FORWARD ADA APPROACH. FLOOR/WALL SURFACESAND CABINET END PANELS TO BE FINISHED BEHIND. REQUIRED 30" CLEAR WIDTH AND27" MIN HEIGHT FROM FINISH FLOOR TO BOTTOM OF APRON.



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:32 AM

As indicated

UNIT PLANS #1 & #2

A-60016052104

2016.06.10


1/4" = 1'-0"

A-6001UNIT TYPE #1 PLAN

1/8" = 1'-0"

A-6002UNIT TYPE #1 RCP

1/4" = 1'-0"

A-6004UNIT TYPE #1 KITCHEN ELEVATION

1/4" = 1'-0"

A-6005UNIT TYPE #1 BATH ELEVATION

1/4" = 1'-0"


1/8" = 1'-0"


1/4" = 1'-0"


1/4" = 1'-0"


1/8" = 1'-0"

A-60010UNIT #2 ELECTRICAL PLAN

1/4" = 1'-0"

A-60013UNIT 2 SECTION

1/8" = 1'-0"

A-6003UNIT TYPE #1 ELECTRICAL PLAN

1/4" = 1'-0"

A-6006UNIT 1 SECTION

A-6007UNIT TYPE #1 AXON


REF

.

WH

REF

.

GFI

GFI

GFI

GFI

3

WH

3

WH

184 SFKitchen/ Dining

58 SFBathroom

45 SFEntry

105 SFWork

107 SFLive

A-601

10

-A-601

6' - 1

"5'

- 8"

19' -

11

1/2"

1' - 6"

2' - 0

"

2' - 10"

3' -

0"

2' - 10" 2' - 10"

2' -

10"

2' -

10"

3' - 6

"

4A-601

IN 3

NEW 6x6 TIMBERCOLUMN

IN 2

(2) 2 x 8

(2) 2

x 8

MIN

5' - 0"

9

8' - 3

"

5' - 2"

8' - 7 1/2"

2' - 10"

PROVIDEBLOCKING FORGRAB BAR ASREQUIRED, SEEGI-2

11

9' - 0"

12' -

3 1

/2"

6' - 5

1/2

"

2' - 8 1/2"

3' - 6

1/2

"

5' - 9 1/2"

UP

IN 3

IN 3

IN 3

2' - 1

0"

7' -

8"

3' - 0" 2' - 0" 2' - 0"

1' - 9"1' - 6"1' - 6"1' - 0"

36"

54"

84"

2' - 0"


EXPOSED JOIST16" O.C.

(2) 2x8

(2) 2

x8

7' - 6"

9' - 0"

100 AMPELECTRICAL

PANEL

Third Floor31' - 4"


2 x 8 16" O.C.


(2) 2x8

3' - 0

"

2' - 9

"8'

- 6"

FULL HT WALL

4A-601

40" SLIDING BARNDOOR ON CLOSET

36" HALF WALLHATCHED

97 SFLOFT

22 SFWIC

DN

NEW 2X6PLATFORM CIELINGOVER HWH CLOSET

5' - 1"

4' - 7

"3'

- 6"

8' - 9 1/2"

11' -

0 1

/2"

3' - 4"

RISER:0' - 7 1/4"

TREAD:0' - 10 1/2"

36" HANDRAIL

3

24 x 36MIRROR

TILE TUB SURROUND

PROVIDE BLOCKING ASREQ'D, TYP.


REMOVABLE BASE,TYP.

33" MIN

7' - 1

0"

(3) 2 x 8

(2) 2

x 8

(2) 2 x 8 STAIROPENING

9' - 1"

(2) 2

x 8

(3) 2 x 4 COLUMNBEARINGOVER HEAVYTIMBER JOISTBELOW

(3) 2 x 4 COLUMNBEARING OVERHEAVY TIMBER

JOIST BELOW

(2) 2 x 8

BEARINGON 6 x 6TIMBER

POST

2 x 8 JOIST@ 16" OC

(2) 2

x 8

LOAD BEARINGWALLSHATCHED

2 x 8 JOIST@ 16" OC

(2) 2 x 4 COLUMNBEARINGOVER HEAVYTIMBER JOISTBELOW

9" 2' - 1"9"

HOLD

2' - 6"

9" 2' - 0"2' - 6"9"

36"

54"

84"








Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:36 AM

As indicated

UNIT PLAN #2.1

A-60116052104

2016.06.10


1/4" = 1'-0"

A-6011UNIT TYPE #2.1 PLAN

1/4" = 1'-0"

A-60110KITCHEN ELEVATION A

1/8" = 1'-0"

A-6015UNIT CEILING PLAN

A-60112UNIT TYPE 2.1 AXON

1/8" = 1'-0"

A-6017UNIT ELECTRICAL PLAN

1/4" = 1'-0"

A-6014UNIT TYPE 2.1 SECTION

1/4" = 1'-0"

A-6012UNIT TYPE #2.1 LOFT PLAN

1/8" = 1'-0"

A-6016LOFT CEILING PLAN

1/8" = 1'-0"

A-6018LOFT ELECTRICAL PLAN

1/4" = 1'-0"

A-6019BATH ELEVATION

1/4" = 1'-0"

A-6013LOFT FRAMING PLAN

1/4" = 1'-0"

A-60111Elevation 1 - d

REF

.

UP

33

GFI

GFI

GFI33

UP

WH

DN

WH WH

DN

UP

Third Floor31' - 4"


2 x 10 JOIST@ 16" O.C. Third Floor Loft

39' - 10"

3' - 6

"

36 x 36MIRROR

9 SFCL

(3) 2 x 8 BEAM

144 SFBEDROOM

151 SFBedroom

82 SFBATHROOM

2' - 9

"8'

- 6"

Living

Kitchen

Entry Bathroom

Bedroom

FIXTURECENTEREDON TIMBERTRUSSABOVE

EQ EQ

281 SFLiving

151 SFBedroom

56 SFBathroom

59 SFKitchen

53 SFEntry

A-602

9

A-602

11

A-602 10

3' - 0"

2' - 10"

3' - 5

1/2

"

2' - 10" 2' - 10"

2' -

10"

2' -

10"

4A-602

IN 3

7A-6115' - 0"

2' - 5

1/2

"

OFF

SET

9 1/

2"

30" x 48" CLEAR

30" x 48" CLEAR

30" x 48" CLEAR

6' - 4

"

6' - 11"16 SFCL

11' - 9 1/2"

14' -

7 1

/2"

10' -

5"

26' - 11"

2' - 1

1"

1' - 9"

9' - 6"

6' - 4

"

2' - 8

"

10' - 6"

6' - 1"

12

2' -

10"

NEW PREMANUFACTURED 60" DSTEEL SPIRAL STAIR

30" x 48" CLEAR

1' - 0 1/2"

HOLD

2' - 6"1' - 3 1/2"

HOLD

3' - 0"1' - 6"

1' - 6" 3' - 0" 1' - 3" 2' - 6" 1' - 0"

36"

54"

84"DEDICATEDOUTLET FORMICROWAVE

DEDICATEDOUTLET FOR

FRIDGE

REMOVABLEBASE, TYP.

36 x 36MIRROR

PROVIDEBLOCKING ASREQUIRED,TYP.FLUSH

CONTROLSON OPEN

SIDE OFROOM

REMOVABLEBASE, TYP.

PROVIDE BLOCKING ASREQUIRED, TYP.

4A-602

7A-611

4' - 0"

3' - 10 1/2"

4' - 8"

2' - 7

1/2

"

42" HALF WALL

12 SFCL

144 SFBEDROOM

9 SFCL

2' - 6"

5' - 5" 3' - 5 1/2" 11' - 5 1/2" 1' - 6 1/2"

11' -

9"

3' - 8 1/2"

14' -

7 1

/2"

11' - 5 1/2"

2' - 1

1"3'

- 1 1

/2"

OPEN TO BELOW

NEW PREMANUFACTURED 60" DSTEEL SPIRAL STAIR

S

4A-602

7A-611

(3) 2

x 1

0

(3) 2

x 8

(3) 2 x 10

LOAD BEARINGWALLS HATCHED

(3) 2X4

(3) 2X4

(3) 2X4 (3) 2X4

ATTACH NEW SPIRALSTAIR TO ROOF RAFTERS

DIRECTLY

PROVIDEBLOCKING AS

REQUIRED,TYP.


1. ALL SWITCHES, RECEPTACLES,THERMOSTATS, PULL STATIONS, ETC.TO BE 48" A.F.F. MAX TO TOP. 44" MAXTO TOP WHEN INSTALLED OVER ACOUNTERTOP.

2. PROVIDE 2X10 SOLID BLOCKING FORFUTURE GRAB BARS TO BE INSTALLEDTO WITHSTAND 250lbs. FORCE APPLIEDVERTICALLY OR HORIZONTALLY. SEE GI-2 FOR PARAMETERS, TYP.

3. ALL UNIT ENTRANCE DOORS TOPROVIDE A MINIMUM OF 10" OF SMOOTHSURFACE MEASURED FROM FINISHEDFLOOR.

4. KITCHEN SINK AND VANITY BASECABINETS TO BE PROVIDED WITHREMOVABLE BASE OR BASE FRONT TOALLOW FOR FORWARD ADA APPROACH.FLOOR/WALL SURFACES AND CABINETEND PANELS TO BE FINISHED BEHIND.REQUIRED 30" CLEAR WIDTH AND 27"MIN HEIGHT FROM FINISH FLOOR TOBOTTOM OF APRON.



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:51 AM

As indicated

UNIT PLAN #2.2

A-60216052104

2016.06.10


1/4" = 1'-0"

A-6024UNIT TYPE #2.2 SECTION

1/8" = 1'-0"

A-6025UNIT TYPE #2.2 RCP

1/4" = 1'-0"


1/8" = 1'-0"


3/8" = 1'-0"

A-6029UNIT TYPE #2.2 KITCHEN ELEVATION

3/8" = 1'-0"

A-60211BATH ELEVATION B

3/8" = 1'-0"

A-60210BATH ELEVATION A

1/4" = 1'-0"


1/8" = 1'-0"

A-6026UNIT TYPE #2.2 LOFT RCP

1/8" = 1'-0"

A-6028LOFT ELECTRICAL PLAN

1/4" = 1'-0"

A-6023LOFT FRAMING PLAN

3/8" = 1'-0"

A-60212BATH ELEVATION C

REF.

WH

3 GFI

33

REF.

WH

REF.

WH

131 SFMASTER BEDROOM

10 SFCLOSET

A-603

6

A-603

3' -

0"

3' -

0"

3' - 0"

2' - 10" 2' - 10"

2' -

10"

2' -

10"

100 AMPELECTRICAL PANEL

NEW 20 MINRATED ENTRYDOOR. TYP

1' - 7 1/2"

5' - 0"

1' - 0"

202 SFLIVING

82 SFBATHROOM

70 SFENTRY

64 SFKITCHEN

13' -

2"

2' - 1

"

10' - 0 1/2"

11' -

11"

4' - 0"

4' - 8"

4' - 0"

11' - 3"8

IN 3

IN 37

A-6034

A-6035

WINDOW CONTROLS @ 48" MAXA.F.F. TYP.

A-6039

LOWBOY WATERHEATERWITH SHELVINGABOVE

IN 2

9' - 6

"

26' - 11"

A-6116

A-6116

2' - 0"

2' - 5" 2' - 11 1/2"

5' - 3 1/2"

8' - 3

1/2

"8"

0' -

0"

MASTER BEDROOM

CLOSET

EXPOSED HEAVYTIMBER CEILING

BATH EXHAUST FAN

9' - 6"

36 1/4"

60"

90"1' - 9" 1' - 3" 2' - 6" 1' - 3" 2' - 3"REMOVABLE BASE

CABNIET AT PREP AREA.FINISHED FLOORING

BELOW

1" FILLER STRIPWITH FINISHED SIDING

ADA APPROVEDDROP IN RANGE

PROVIDE DEDICATEDOUTLET FOR FRIDGE HOLD

2' - 6"1' - 6"

HOLD

2' - 7"

HOLD

2' - 6"3' - 1 1/2"

ADA SINK W/ OPEN BASE

100 AMPELECTRICALPANEL

ADA GRAB BARS FORTOILET. PROVIDE

BLOCKINGAS REQ'D, TYP.

1' - 7

" 3' - 0

"

FLUSH CONTROLSON OPEN SIDE OF

TOILET

FURR OUTCEILING @ 9'-6"

TILE TO CEILINGSURROUNDING TUB

ADA GRAB BARS FORTUB W/ SEAT AT HEAD.

PROVIDE BLOCKINGAS REQ'D. TYP.

ADA SINK W/ OPEN BASE

24 x 36MIRROR

MAX

3' - 2

"

TO BOTTOM OFREFLECTIVESURFACE

30 x 48 FRIDGE CLEAR SPACE(PARALLEL APPROACH)

60" DIA. TURNING SPACE30 x 48 OVEN CLEAR FLOOR SPACE

PARALLEL APPROACH

30" WORK AREA WITHREMOVABLE BASE

30 x 48 WORK SPACE CLEARCLEAR FLOOR AREA.(FORWARD APPROACH)

30 x 48 SINKCLEAR SPACE

(FORWARD APPROACH)

A-603

8

7

A-6039

60 x 48 TOILET CLEAR SPACE(FORWARD APPROACH)

30 x 48 CLEAR FLOOR SPACEFORWARD APPROACH

30 x 60 CLEAR FLOOR SPACE(PARALLEL APPROACH

24" HORIZONTAL GRAB BAR

20" VERTICAL GRAB BAR

TUB CONTROLS

2' - 11"

1/2" MAX THRESHOLD@ BATHROOM DOOR

60" DIA TURNING SPACE

2' - 4"

5' - 3

"

11' - 2"

2' -

0"

ADA GRAB BARS.PROVIDE BLOCKINGAS REQ'D, TYP.

TYPE A DWELLING NOTES1. ALL DOOR HARDWARE TO BE INSTALLED BETWEEN 34"-48" A.F.F.

2. ALL FIRE RATED DOORS TO HAVE A LABELED FRAME AND DOOR AND A U.L. RATED SELF CLOSING DEVICE, LEVER AND LATCH.

3. ACCESSIBLE THRESHOLDS TO BE 1/2" MAX RISE WITH A 1:2 SLOPE AND NO VERTICAL TRANSITION LARGER THAN 1/4".

4. ALL 3'-0" DOORS TO MAINTAIN A 32" CLEAR WIDTH FROM FACE OF DOOR TO STOP WHEN FULLY OPENED IN A 90 DEGREE POSITION.

5. PANIC HARDWARE TO BE LABELED AND HAVE A U.L. RATED NON-DOGGING FIRE EXIT DEVICE FOR ACTIVE LATCH.

6. DOOR CLOSING SHOULD TAKE MINIMUM OF 5 SEC. FROM FULLY OPEN POSITION OF 90 DEGRESS TO AN OPEN POSITION OF 12DEGREES.

7. PROVIDE VANITY W. REMOVABLE BASE. FINISH FLOORING TO EXTEND UNDERNEATH. WALL SURFACES TO BE FINISHED BEHIND.

8. PROVIDE FIXED LAVATORY WHERE REMOVAL OF BASE CABINET WILL NOT AFFECT FUNCTION OF LAVATORY WITHOUT REMOVAL OFREPLACEMENT OF LAVATORY.

9. SUPPLY & DRAIN PIPES TO BE INSULATED OR PROTECTED AGAINST CONTACT.

10. HAND SHOWER CONTROLS TO BE LOCATED 38"MIN AND 48" MAX ABOVE FLOOR FOR STANDARD ROLL-IN SHOWER. PROVIDE W/SAFETY STOP OVERIDE CONTROL FOR MAX TEMP AT 120F.

11. SINK BASE CABINET TO BE PROVIDED WITH REMOVABLE BASE OR BASE FRONT. WALL SURFACES AND CABINET END PANELS TO BEFINISHED BEHIND. 30" CLEAR WIDTH MIN. AND 27" MIN HEIGHT FROM FINISHED FLOOR TO BOTTOM OF APRON.

12. BOTTOM OF MIRROR GLAZING TO BE 40" A.F.F. MAX.

13. ALL DIMENSIONS NOTED ARE TO FINISH SURFACES.

14. ALL ACCESSORIES ARE TO BE INSTALLED AT 48" TO TOP OF ACCESSORY, U.N.O.

15. ALL SWITCHES, RECEPTACLES, THERMOSTATS, PULL STATIONS, ETC. TO BE 48" A.F.F. MAX TO TOP. 44" MAX TO TOP WHENINSTALLED OVER COUNTERTOP.

16. PROVIDE 2X10 SOLID BLOCKING FOR FUTURE GRAB BARS TO BE INSTALLED TO WITHSTAND 250lbs. FORCE APPLIED VERTICALLYOR HORIZONTALLY.



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:55 AM

As indicated

UNIT PLAN TYPE 3/TYPE "A"

A-60316052104

2016.06.10


1/4" = 1'-0"


1/8" = 1'-0"


1/4" = 1'-0"


A-60310UNIT TYPE 3 AXON

1/8" = 1'-0"


1/4" = 1'-0"

A-6038UNIT TYPE #3 BATHROOM ELEVATION B

1/4" = 1'-0"

A-6037UNIT TYPE #3 BATHROOM ELEVATION A

1/2" = 1'-0"

A-6034UNIT TYPE #3 KITCHEN PLAN

1/2" = 1'-0"

A-6035BATHROOM PLAN

1/4" = 1'-0"

A-6039UNIT TYPE #3 BATH ELEVATION C

REF.

REF.

33

33

GFI

GFI

2' - 1"

A-604

6

A-604

55' - 0"

8' - 9 1/2" 10' - 1"

12' -

10

1/2"3' - 0"

5' - 3

"

6' - 0 1/2"

8' - 3

"1'

- 4"

2' - 1

"

10' - 1"

5' - 7

1/2

"

16' - 6 1/2"


2' - 10" 2' - 10"

2' -

10"

2' -

10"

3' -

0"

4' -

0"

2' -

10"

2' -

10"

5' - 0"

5' -

0"

2' - 10"

4' - 8"

IN 3

IN 3

CLEAN EXPOSED BRICKAS NEEDED

128 SFBEDROOM

91 SFBEDROOM

12 SFCLST

47 SFBATHROOM

11 SFCLST

61 SFKITCHEN

219 SFLIVE / WORK

NEW 14" BRICK INFILL TO MATCH EXISTING WALL CONSTRUCTION

NEW MINI SPLIT HVAC SYSTEM

8"

3' - 5

1/2

"

4' - 1"

1' - 7"

4' - 2"

30" x 48" CLEAR

30" x 48" CLEAR 30" x 48" CLEAR

30" x 48" CLEAR

30 x 42MIRROR

TILE TUB SURROUND

PROVIDEBLOCKING ASREQ'D, TYP.


FLUSHCONTROLS ONOPEN SIDE OFTOILET

HOLD

2' - 6"1' - 0"

HOLD

2' - 6"1' - 3"3' - 0"2' - 0"

2' - 0" 3' - 0" 1' - 3"

HOLD

2' - 6" 1' - 0" 2' - 6"

PROVIDE DEDICATED OUTLETFOR FRIDGE AND MICROWAVE

36"

60"

90"









Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:47:58 AM

As indicated

UNIT TYPE #3.1

A-60416052104

2016.06.10


1/4" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

A-6043UNIT TYPE #3.1 ELECTRICAL PLAN

1/4" = 1'-0"

A-6045UNIT TYPE #3.1 BATHROOM ELEVATION

1/4" = 1'-0"


A-6044UNIT TYPE 3.1 AXON

REF

.

WH

REF

.

3

3 3

3

GFI

GFI

GFI

WH

14' - 0" 10' - 9" 5' - 1 1/2" 3' - 3" 2' - 0"

2' - 0

"

2' - 7"

7' - 3" 3' - 4 1/2" 5' - 3"

A-605 4

A-605

5

2' - 10"

2' - 6

1/2

"

2' - 8

"

3' -

0"

3' -

0"

8' - 10 1/2"

9' - 6

1/2

"

1' - 8

"

2' - 10" 2' - 10" 2' - 10" 2' - 10"


35' - 8 1/2"

IN 2

74 SFBATHROOM

49 SFSTORAGE

115 SFKITCHEN

322 SFWORK

42 SFENTRY

10A-605

NEW 20 MINRATED ENTRY

DOOR

128 SFLIVING

UP

(2) 2 x 8 (2) 2 x 8

NEW 6x6 POST BEARINGON POST BELOW

7' - 3"

UP

NEW MINI SPLIT HVAC SYSTEM ABOVE

-

3' - 3

"

PROVIDE BLOCKINGAS NEEDED

5' - 2"

6' - 1

"3'

- 2"

12' -

7"

10' - 10 1/2"

2' -

0"

PROVIDE TEMPERED SAFETY GLAZING

30" X

48"

CLE

AR30

" X 4

8" C

LEAR

30" X

48"

CLE

AR

30" X 48" CLEAR

NEW 6x6 POST

2 x 8 JOISTS @ 16"W/ STANDARD 3/4"PLYWOOD FLOORS


154 SFLOFT

74 SFBATHROOM

49 SFSTORAGE

322 SFWORK

SLIDING WOOD DOORS

NEW GWB CEILING WITH NEW10" FOAM INSULATION

92"

6' - 9

1/2

"

17 SFCL


1' - 0" 3' - 0" 1' - 10"

HOLD

2' - 6" 1' - 0" 2' - 10 1/2"

7' - 8

"

DEDICATED OUTLETFOR FRIDGE

DEDICATE OUTLETFOR MICROWAVE

60"

36"

90"

REMOVABLE BASE,TYP.

30 x 36MIRROR

PROVIDE BLOCKINGAS REQ'D, TYP.

REMOVABLE BASE, TYP.FLUSH CONTROLSON OPEN SIDE OFTOILET

A-605 4

10A-605

-

2' - 10" 2' - 10" 2' - 10" 2' - 10"

UP

NEW MINI SPLIT HVAC SYSTEM

6' - 7"

8' - 7

"

EXPOSED TRUSS

OPENING W/SLIDING WDDOOR

KITCHEN BELOW

LIVING BELOW

WORK BELOW

36" HANDRAILWITH 4"

BALLISTERS

SLIDING BARNDOOR

3' - 4"5' - 0"

SILL @ 3'-0"

6' -

10 1

/2"

2' - 7 1/2" 3' - 2

"

5' -

0"

3' -

0"

128 SFMASTER BEDROOM56 SF

WIC

154 SFLOFT

17 SFCL

8' - 3 1/2"

36" HALF WALLHATCHED

150.00°

10' -

1"

13' - 1 1/2"

3' - 3

1/2

"

10' - 8 1/2"

12' -

0"

RISER:0' - 8 3/8"

TREAD:0' - 9"

8' - 8"

6' - 4

"

5' - 1"

6' - 4

"

10A-605

(2) 2 x 8 (2) 2 x 8

(2) 2 x 8

(2) 2

x 8

(2) 2

x 8 STAIR

OPENING

2x8 JOISTS2x8 JOISTS

LOAD BEARING(2) 2 x 4

(2) 2 x 4 (2) 2 x 4

(2) 2 x 6

TYP

1' - 4"








Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:03 AM

As indicated

UNIT PLAN #4

A-60516052104

2016.06.10


1/4" = 1'-0"


1/4" = 1'-0"

A-60510UNIT #4 SECTION

1/8" = 1'-0"


1/4" = 1'-0"

A-6054UNIT KITCHEN ELEVATION

1/4" = 1'-0"


1/4" = 1'-0"

A-6052UNIT TYPE #4 LOFT PLAN

1/8" = 1'-0"

A-6057UNIT CEILING PLAN

1/8" = 1'-0"

A-6059UNIT TYPE #4 LOFT RCP

1/8" = 1'-0"

A-6058UNIT #4 LOFT ELECTRICAL PLAN 1/4" = 1'-0"

A-60511UNIT TYPE #4 LOFT FRAMING PLAN

A-6053UNIT TYPE 4 AXON

REF. DW

WH

UP

DN

REF.

33 3

3 33

GFI

GFI

GFI

DW

WH

UP

3

3

3

3

WH

DN

19' - 0 1/2"

9' - 2

1/2

"9'

- 10"

2' - 0

"

3' - 5 1/2"

5' - 2"

2' - 7

"

7' - 1 1/2"

6' - 2

1/2

"

4' - 11 1/2"

35' - 8 1/2"

19' -

4"

2' - 10" 2' - 10" 2' - 10" 2' - 10"

3' -

0"

2' - 10"

2' -

0"

2' -

10"

A-606

10

A-606

9

13' - 8 1/2"

A-606

8

1' - 6"

CLEAN EXISTING EXPOSED BRICKAS NEEDED

PROVIDE SAFTEYTEMPERED GLAZING

3' - 3

"3'

- 2 1

/2"


168 SFWORK 43 SF

ENTRY

203 SFLIVE

78 SFKITCHEN


3' - 3

1/2

"

2' - 7 1/2"8' - 10 1/2"

8' -

10 1

/2"

30" X 48" CLEAR

30" X 48" CLEAR 30" X 48" CLEAR

30" X 48" CLEAR

12' -

7 1

/2"

2' - 6"15' - 10 1/2"

18' - 8"

5' - 2

"7'

- 2"

8' - 8

"

6' - 3

1/2

"2'

- 0"

6' - 0" 10' - 5 1/2"

11A-606

DN

EXISTING TRUSS

HALF (36")WALL

HALF (36")WALL

HALF (36")WALL

RISER:0' - 7 1/4"

TREAD:0' - 10 1/2"

RISER:0' - 8 3/8"

TREAD:0' - 9"

WIRE TO ABOVE

WIRE TO ABOVE

TILE TUBSURROUND

PROVIDEBLOCKING AS REQ

30 X 42MIRROR


FLUSHCONTROLS ONOPEN SIDE OF

TOILET


1' - 0" 3' - 0"

HOLD

2' - 1" 1' - 9 1/2"

HOLD

2' - 6" 1' - 0"

1' - 0" 3' - 0" 2' - 3" 1' - 9" 2' - 6" 1' - 0"

54"

84"

36"REMOVABLE

BASE, TYP.

PROVIDEDEDICATED

OUTLETS FORFRIDGE ANDMICROWAVE

(2) 2 x 8

(3) 2

x 8

(2) 2

x 8

STAIROPENING

(3) 2 x 8 (3) 2 x 8

(3) 2 x 8

8' - 10 1/2" 7' - 6 1/2"

2 x 8JOISTS

2 x 8JOISTS

TYP

1' - 4"

(2) 2 x 4

(3) 2 x 4(3) 2 x 4








Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:08 AM

As indicated

UNIT TYPES #4.1

A-60616052104

2016.06.10


1/4" = 1'-0"


1/4" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

A-6066UNIT TYPE #4.1 LOFT ELECTRICAL PLAN

1/4" = 1'-0"

A-60610UNIT TYPE #4.1 BATH ELEVATION A

1/4" = 1'-0"

A-6069UNIT TYPE #4.1 BATH ELEVATION B

1/4" = 1'-0"


1/4" = 1'-0"

A-60611UNIT TYPE #4.1 SECTION

1/4" = 1'-0"

A-6067UNIT TYPE #4.1 LOFT FRAMING PLAN

A-60612UNIT TYPE #4.1 AXON

REF.DW

UP DN

3

3DN

REF.

3 3 33

3 3

GFI

GFI DW

UP

45' - 3"

19' -

4"

3' - 7

1/2

"2'

- 6"

3' - 1"

5' - 11"

10' -

1"

5' - 2"

6' - 5

"

6' - 7"

8' -

11 1

/2"

A-607

8

A-607

11

10A-607

NEW 20 MIN RATEDENTRY DOOR TYP

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

3' -

0"

3' -

0"

2' - 10"

370 SFLIVE/WORK

176 SFKITCHEN/DINING

73 SFBATHROOM56 SF

ENTRY

2' -

6"

10 SFCL

58 SFSTOR

3' - 4

1/2

"

2' - 7"

12' - 0 1/2"

23' - 10"

UP


10' -

2 1

/2"

8' - 8 1/2" 9' - 2"

PROVIDE BLOCKING ASREQ'D, TYP.

NEW MINI SPLIT HVACSYSTEM

30" X 48" CLEAR

30" X 48" CLEAR 30" X 48" CLEAR

30" X 48" CLEAR

30" X 48" CLEAR

6' - 7"

10' - 10"

3' - 0

"

5' - 7"

4' - 5

"

10' - 10"

17' - 8 1/2"

11' -

8"

10A-607

OPEN TO BELOW

OPENING W/SLIDING WD DOOR

SILL @ 2'-6"

2' -

10"

5' - 0"

5' - 0"

EXPOSED TRUSS

6' - 5 1/2"

36" HALF WALL

3' - 1

1/2

"8'

- 2"

36" HANDRAIL

36" HALF WALL6' - 0"4' - 5 1/2"

DN

OPEN TOBELOW

STORAGELEDGE

RISER:0' - 7 3/8"

TREAD:0' - 10 1/2"RISER:0' - 7 1/4"

TREAD:0' - 10 1/2"

SLOPED GWBCEILING TO

UNDERSIDE OFROOF

SLOPED CEILING ABOVE

5/8" GWB CEILING

13' - 8" 11' - 0"

7' - 6"

EXHAUST FAN

7' - 6"

1' - 7

"

WIRE TO BELOWWIRE TO BELOW

WIRE TO ABOVEWIRE TO ABOVE BATH EXHAUST FAN

100 AMP ELECTRICAL PANEL

36"

60"

90"

HOLD

2' - 10 1/2" 1' - 3"

HOLD

2' - 0"3' - 0"1' - 9"

HOLD

2' - 6"1' - 0"

2' - 6" 1' - 0"HOLD2' - 6" 1' - 9" 3' - 0" 2' - 0" 1' - 3"

PROVIDE DEDICATEDOUTLET FOR FRIDGE

PROVIDE DEDICATEDOUTLET FOR MICROWAVE

PROVIDE DEDICATEDOUTLET FOR WASHER


36 x 36MIRROR


TILE TUBSURROUND



2 x 10 JOIST 16" O.C.

EXISTING EXPOSED HEAVYTIMBER TRUSS

INFILL TRUSS W/ IN-1 WALL

CREATE STORAGE LEDGE OVERBATHROOM CEILING

10A-607

(2) 2

x8

(3) 2x8 (3) 2x8(3) 2x8

STAIROPENING

2 x 8JOISTS

(2) 2 x 8

1' - 7

1/2

"

(3) 2

x 8

STAIR OPENING

LOAD BEARINGWALL BELOW

(3) 2 x 4

(2) 2 x 4

(3) 2 x 4(2) 2 x 4 (2) 2 x 4

CANT JOISTS OVERTRIPLE 2X8 BEAM

6X6 POSTS BELOWBEARING ON HEAVY

TIMBER BEAMSBELOW

(2) 2

x 8








Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:13 AM

As indicated

UNIT TYPE #4.2

A-60716052104

2016.06.10


1/4" = 1'-0"A-6071 UNIT TYPE #4.2 PLAN 1/4" = 1'-0"A-6072 UNIT TYPE #4.2 LOFT PLAN

1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

A-6076UNIT TYPE #4.2 LOFT ELECTRICAL PLAN 1/8" = 1'-0"


1/4" = 1'-0"


1/4" = 1'-0"A-60711 UNIT TYPE #4.2 BATH ELEVATION

1/4" = 1'-0"A-60710 UNIT TYPE #4.2 SECTION

A-6077UNIT TYPE #4.2AXON

1/4" = 1'-0"A-6079 UNIT TYPE #4.2 LOFT FRAMING PLAN

CLEAN EXPOSED BRICK WALL AS NEEDED

REF

.

UP

UP

REF

.

DN

DN

REF

.

33

3 3

3 3

GFI

GFIUP

UP

REF

.

3

3

DN

DN

3' - 8

1/2

"5'

- 10"

6' - 4" 5' - 2 1/2"

2' - 6

1/2

"

9' -

10 1

/2"

6' - 0 1/2"2' - 8"23' - 10"

45' - 3"

22' -

7"

12' -

5 1

/2"

17' - 10 1/2" 4' - 0 1/2"3' - 4"

3A-608

A-608

6

A-608 7

NEW 20 MIN RATEDENTRY DOOR

166 SFKITCHEN & DINING

330 SFLIVE

66 SFENTRY

66 SFBATHROOM

235 SFWORK

2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10"

3' -

0"

3' -

0"

2' - 10" 2' -

10"


59 SFSTORAGE

NEW 6x6POST

BEARINGON POST

BELOW

(2) 2 x 10 (2) 2 x 10 (2) 2 x 10

IN 1A

IN 1

3' - 0

"2'

- 4"

12 SFCLST


30" X

48"

CLE

AR30

" X 4

8" C

LEAR

30" X

48"

CLE

AR

30" X 48" CLEAR

2' - 2 1/2"

8' - 7

1/2

"

8' - 8

"

5' - 7"

5' - 1

"

3A-608

OPEN TO BELOW

36" HALFWALL

3' - 6

"

6' - 10" 10' - 5"

5' - 0"

4' - 0 1/2" 6' - 0"

36" HALF WALL

11' - 2 1/2"

4' - 8

"

36" HALF WALL

EXISTING EXPOSED TRUSS

SLIDING WOOD WINDOW

3' - 4"

6' - 1

1"

3' - 1

"

OPEN TOBELOW

STORAGEWALL

RISER:0' - 7 1/4"

TREAD:0' - 10 1/2"RISER:0' - 7 1/4"

TREAD:0' - 10 1/2"

4' - 4

"

4' - 3

"

6' - 5

"

OPEN TO ABOVE

7' - 8" 7' - 8"

WIRE TO ABOVE WIRE TO ABOVE 100 AMPELECTRICAL PANEL

WIRE TO BELOW WIRE TO BELOW

1' - 0" 3' - 0" 1' - 9"

HOLD

2' - 6" 1' - 0"

1' - 0" 3' - 0" 1' - 9"HOLD2' - 6" 1' - 0"

HOLD

3' - 1 1/2"

36"

60"

90"2' - 6"

PROVIDE DEDICATED OUTLETFOR MICROWAVE

PROVIDE DEDICATED OUTLETFOR FRIDGE

CLEAN EXPOSED BRICK

102"

REMOVABLEBASE, TYP.

30 x 36MIRROR

TILE TUBSURROUND



FLUSH CONTROLS ONOPEN SIDE OF TOILET

LIGHTS HANGINGFROM ROOF ABOVE

2x8 JOIST16" O.C.

92"

STAIROPENING

STAIR OPENING

2' - 7

"

TYP

1' - 4"

(2) 2 x 6

(2) 2 X 6 (2) 2 X 6 (2) 2 X 6

(2) 2 X 6

(3) 2 X 8

(2) 2

X 6

(3) 2 X 8

(3) 2

X 8

(3) 2

X 8

2 x 8JOISTS

2 x 8JOISTS

(2) 2 X 6



Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:18 AM

As indicated

UNIT TYPE #4.3

A-60816052104

2016.06.10


1/4" = 1'-0"A-6081 UNIT TYPE #4.3 PLAN 1/4" = 1'-0"A-6082 UNIT TYPE #4.3 LOFT PLAN

1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"

A-6089UNIT TYPE #4.3 LOFT ELECTRICAL PLAN

1/4" = 1'-0"A-6087 UNIT TYPE #4.3 KITCHEN ELEVATION

1/4" = 1'-0"

A-6086UNIT TYPE #4.3 BATH ELEVATION

A-60810UNIT TYPE #4.3 AXON

1/4" = 1'-0"A-6083 Section 10

1/4" = 1'-0"A-60811 UNIT TYPE #4.3 LOFT FRAMING PLAN

REF.

REF.

REF.

3

3

GFI

GFI

OC

REF.

3

3

GFI

GFI

5' - 2

1/2

"5

1/2"

5' - 1

1 1/

2"

17' -

8"

17' - 1 1/2"

36' - 4 1/2"

7' - 9

1/2

"9'

- 6"

13' - 9 1/2" 3' - 11 1/2"

4' - 0"

3' - 3 1/2"

10' - 7 1/2" 6' - 3"

A-609

10

A-609

12

A-60911

129 SFBEDROOM

37 SFCLOSET

140 SFLIVE

54 SFBATHROOM

72 SFKITCHEN/DINING

39 SFENTRY

123 SFWORK

2' - 10"

NEW MINI SPLITHVAC SYSTEM ABOVE

30" X 48" CLEAR30" X 48" CLEAR

30" X 48" CLEAR(18" MAX OFFSET)

3' -

0"

PROVIDE GRAB BAR BLOCKING AS REQUIRED, TYP. SEE GI-2.

14' -

4"

6' - 6 1/2"10' - 4 1/2"5' - 0

"6

1/2"

8' - 7 1/2" 3' - 0 1/2"

11' - 8"

9' - 8

"2'

- 0"

9' -

10 1

/2"

22' -

1 1

/2"

3' - 0 1/2"7' - 0 1/2"

10' - 3 1/2"

A-609

4

A-609

5

NEW 20 MINRATED ENTRY DOOR

123 SFBEDROOM

108 SFWORK 161 SF

KITCHEN/DINING

51 SFBATHROOM

40 SFENTRY

3' -

0"

2' - 10"

6' - 0"

2' - 10"2' - 10"

IN 3

16 SFCLST

NEW MINI SPLITHVAC SYSTEM

ABOVE

CLEAN EXPOSED BRICK

UP

2'-10" BAR MOUNTEDWITH BRACKETS AND

STANDARDS

RISER:0' - 6 7/8"

TREAD:0' - 10 1/2"

6' - 11 1/2"

5' - 2

"

EXISTING EXPOSED HEAVYTIMBER CEILING

BATH EXHAUST FAN


24 x 36MIRROR

TILE TUBSURROUND


2' - 0" 3' - 0" 2' - 6"HOLD2' - 6"

HOLD

2' - 1 1/2" 9"

HOLD

2' - 0"2' - 6"3' - 0"

36"

60"

90"

DEDICATED OUTLETFOR MICROWAVE


6' - 8"

4' - 8

1/2

"

7' - 3"

3' - 8

1/2

"

6' - 6 1/2"4' - 7

"

EXISTING EXPOSEDHEAVY TIMBERCEILING

BATH EXHAUST FAN100 AMP

ELECTRICAL PANEL

30 x 42MIRROR

TILE TUBSURROUND


PROVIDE BLOCKNIGAS REQ

36"

60"

90"2' - 3" 3' - 0" 2' - 3"

HOLD2' - 6" 9"

9"

HOLD

2' - 0"2' - 6"3' - 0"

HOLD

2' - 3 1/2"

DEDICATED OUTLETFOR MICROWAVE









Title

Revision

Scale

Issued

Revision

By Appd YYYY.MM.DD

By Appd YYYY.MM.DD


Copyright Reserved



SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:23 AM

As indicated

UNIT TYPES #5 & #6

A-60916052104

2016.06.10


1/4" = 1'-0"


1/4" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/4" = 1'-0"


1/4" = 1'-0"


1/8" = 1'-0"


1/8" = 1'-0"


1/4" = 1'-0"

A-60912UNIT TYPE #6 BATH ELEVATION A

1/4" = 1'-0"

A-60911UNIT TYPE #6 BATH ELEVATION B

1/4" = 1'-0"




REF.DW

W

WH

SSS

REF.DW

W

WH

33

3

3

S

GFI

GFIGFIGFI

GFI

S

GFI

247 SFLIVING ROOM

59 SFBATHROOM

121 SFBEDROOM

20 SFCLOSET


245 SFENTRY

7' - 11 1/2"

10' -

6"

2' - 2

1/2

"24

' - 4

"

4' - 1

1/2

"

4' - 9 1/2"

2' - 10"

2' -

10"

3' - 0"5' - 0"

3' -

0"

LOFT ABOVE

8' - 9

"10

' - 8

"1'

- 9"

A-610

4

A-610 5

2' -

6"

2' - 6"

OVER FRAMEHATCHEDAREA W/ P.T.2 x 6 FLOORTO CONCEALPLUMBING

7' - 2"

11' - 4 1/2"

4' - 0

"

8" BRICK INFILL1

A-611

IN 3

135.00°

7 FT FURRING WALL

UP

6' - 1

0"9'

- 5"

1' - 3"

IN 3

IN 3

IN 3

13' -

4"

MINI SPLIT HVAC SYSTEM

MINI SPLIT HVAC SYSTEM

3' - 7"

30" x 48" CLEAR 30" x 48" CLEAR

30" x 48" CLEAR

30" x 48" CLEAR

57 SFBATHROOM

OPEN TO BELOW OPEN TO BELOW

42" WALL

7' - 2

1/2

"11

' - 1

1"

9' - 4"

2' - 6"

11' - 4 1/2"

2' - 6

1/2

"4'

- 2"

2' - 6"

2' -

0"

7' - 4

1/2

"

2' - 8 1/2"

A-610 6

3' - 1

0"

36" BARN DOOR

36" MTL RAILING

NEW MASONRYWALL OPENING.SEE TYP. HEADERDETAIL

1A-611NEW BRICK INFILL

NEW HALFWALL ANDGLASS WALLENCLOSURE


49 SFWIC

67 SFSEATING AREA

10 SFCL

6' - 10 1/2"

DN

MINI SPLIT HVACSYSTEM

30" x 48" CLEAR

1' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 6" 2' - 6"

2' - 6"

HOLD

2' - 6"

1"

2' - 0"3' - 0"2' - 0"1' - 0"

2"HOLD

2' - 10 1/2"

8' - 0

"7'

- 0"

3' - 0

"1'

- 6"

2' - 6

"

CLEANEXPOSED

BRICKBoiler Loft

10' - 8"

36 X 42MIRRO

R

CLEAN EXPOSED BRICK

PROVIDEBLOCKING AS REQ

36 X 42MIRROR

CLEAN EXPOSEDBRICK

7' - 0

"

GLASS HALF WALL

SLOPED GWBCEILING

EXPOSEDJOISTS

8' - 0"

8' - 0"

1A-611

3' - 0"

28" x 38"

28" x 38" 28" x 38" 28" x 38"

EXISTINGCHIMNEYSTACK

4' - 6 1/2" 7' - 10 1/2" 8' - 9 1/2" 3' - 5 1/2"

13' - 10 1/2" 10' - 9"

7' - 6

"

4' - 8

"

1" /

12"

1" /

12"

1" /

12"

1" /

12"

VIF LOCATION OF EXISTING RAFTERSFOR PLACEMENT OF SKYLIGHTS

PROVIDEFLASHING

AND CRICKETAT NEW

SKYLIGHTS,TYP.

NEW DOOR FOR MAINTENANCEPURPOSES ONLY. OWNER TOPROVIDE APPROPRIATE LOCKS

3A-608

Sim

LOFT ABOVE








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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:29 AM

As indicated

BOILER ROOM

A-61016052104

2016.06.10


1/4" = 1'-0"A-6101 BOILER ROOM UNIT PLAN 1/4" = 1'-0"A-6102 BOILER ROOM LOFT UNIT PLAN

1/4" = 1'-0"

A-6104UNIT KITCHEN ELEVATION

1/4" = 1'-0"

A-6105UNIT BATHROOM ELEVATION

1/4" = 1'-0"

A-6106UNIT LOFT BATHROOM

1/8" = 1'-0"

A-6108BOILER ROOM LOFT RCP

1/8" = 1'-0"

A-6107BOILER ROOM UNIT RCP

A-61011BOILER ROOM AXON

1/4" = 1'-0"A-6103 BOILER ROOM UNIT ROOF PLAN

1/8" = 1'-0"


1/8" = 1'-0"

A-61010UNIT LOFT ELECTRICAL PLAN


Grade0' - 0"

ADJA

CENT

326

3 EM

ERAL

D

Boiler Loft10' - 8"

A-6114

8' - 1

"9'

- 10"

NEW 10" CLOSEDCELL SPRAY FOAM

INSULATION

3' - 6

"

NEW 36" X 60" CASEMENT WINDOW

EXISTING CHIMENY. VIFROOF CONDITION ISSEALED AND ROOFED

10"

NEW 2X10 FLOOR FRAMING


247 SFLIVING ROOM

67 SFSEATING AREA


PROVIDE FLASHING ANDCRICKET FOR NEWSKYLIGHT, TYP.

NEW EPDM ROOFING AS NEEDED FOR NEWSKYLIGHT INSTALLATIONVAPOR BARRIER SYSTEM

PLYWOOD SHEATHING

(2) 2x10 RIM JOISTS

10" CLOSED CELL SPRAYFOAM INSULATION

1/2" GYPSUM BOARD

EXISTING BRICKPARAPET BEYOND

P.T. 2 x 8 HORIZONTALLEDGER. USE 1/2" LEDGERBOLTS MIN STAGGEREDWEVERY 2'-0" OC

2 x 8 FLOORJOISTS @ 16" OC

2 x 8 DOUBLE RIM JOISTS FRAMING STAIR

2 x 10 FLOOR JOISTS@ 16" OC

P.T. 2 x 10 HORIZONTALLEDGER. USE 1/2" LEDGER

BOLTS MIN STAGGEREDWEVERY 2'-0" OC

P.T. 2 x 10 HORIZONTALLEDGER. USE 1/2" LEDGER

BOLTS MIN STAGGEREDWEVERY 2'-0" OC

EXISTING 10" BRICK WALL. POINTBRICK AS NEEDED AROUND NEWSAWCUT OPENING

NEW L8X4X3/4 METAL ANGLE. METALANGLE TO BEAR ONE EXISTING BRICK

BEARING WALL ADJACENT TO NEWWALL OPENING.

NEW MASONRY OPENING

42" BLK ALUMINUM GUARDRAIL ATTACHED TO BRICK.

4" BALUSTERS MIN

NEW 4'-8" TEMPEREDGLSS FRENCH DOOR IN

EXISTING WINDOWOPENING

NEW 4'-8" WAREHOUSETRANSOM WINDOW ABOVE

NEW FRENCH DOOR

4' - 8"

A-6115

7A-611

NEW 4'-8" TEMPERED GLSSFRENCH DOOR IN EXISTINGWINDOW OPENING

METAL RAILING ATTACHEDTO EXTERIOR BRICK WALL

PROVIDE THRESHOLD ANDWEATHERSTRIPPING ASNEEDED AT NEW DOOROPENING

PROVIDE BLOCKING ANDFLASHING AS NEEDED. FINISHWITH BLACK ALUMINUMEXTERIOR CAPPING

(3) 2X6 HEADER FOR NEWFRENCH DOOR AND TRANSOM

PROVIDE FLASHING ATTRANSOM SILL

BLACK ALUMINUM CAPPING ANDFLASHING TO MATCH WINDOWAND DOOR

PROVIDE BLOCKING AND FLASHINGAS NEEDED. FINISH WITH BLACKALUMINUM EXTERIOR CAPPING

42" METAL GUARDRAIL.RETURN @ SIDES ANDANCHOR TO EXISTINGBRICKWALL. USE MASONRYEPOXY ANCHORS.

42" P

ROTE

TIO

N RA

IL



Title

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By Appd YYYY.MM.DD

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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:31 AM

As indicated

BOILER ROOM SECTION AND DETAILS

A-61116052104

2016.06.10


1/4" = 1'-0"

A-6111BOILER ROOM SECTION

1 1/2" = 1'-0"A-6114 BOILER ROOM SKYLIGHT DETAIL

1/4" = 1'-0"A-6112 BOILER ROOM LOFT UNIT FRAMING PLAN 1 1/2" = 1'-0"A-6113 NEW HEADER DETAIL

1/2" = 1'-0"A-6115 JULIET BALCONY EXTERIOR ELEVATION 1/2" = 1'-0"A-6116 JULIET BALCONY

1/2" = 1'-0"A-6117 JULIET BALCONY SECTION

DN

DN

UP

First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

NEW 90 -MIN FIRE RATEDDOORS IN STAIR TOWER,

TYP.

EXISTING 14" BRICKWALL

EXISTING STEEL STAIRS TOREMAIN

NEW 42" HIGHGUARDRAILS W/ INTEGRAL

36" HIGHHANDRAILS


Boiler Loft10' - 8"

9' - 1

0"11

' - 3

"12

' - 7

"12

' - 7

"10

' - 2

"

8' - 6

"6'

- 2"

EXISTING STAIRTO REMAIN

7 1/

2" First Floor6' - 2"



Third Floor31' - 4"


Roof52' - 5"

Grade0' - 0"

W 10X33 CRANE BEAM AS NEEDEDFOR ELEVATOR INSTALLATION.CONTRACTOR TO VERIFY WITH EXACTREQ'EMENTS OF SELECTEDELEVATOR MANUFACTURER

10' -

2"

12' -

9 1

/2"

12' -

5"

12' -

1 1

/2"

V.I.F.

10' - 3"

4' - 0

"

NEW 9'-1" x 10'-3" SIZEELEVATOR INSTALLEDWITHIN EXISTING SHAFT. BASIS OF DESIGNTHYSSENKRUPP ENDURA 5000 ELEVATOR

1A-700 4' - 7"

3' - 7

"

2' - 8 1/2"

8' - 1

"

3' -

0"

1' - 0"

UP

DN

NEW 36" RAILING

NEW 90 MIN RATED DOOR

7' - 10 1/2"

15' - 2"

12" HANDRAILEXTENSIONS TYP

RETURN HANDRAIL ATDOOR

1A-700

3' -

0" UP

DN

EXISTING7 1/2" R x 10 1/2" TSTAIRS TO REMAIN

PROVIDE 12" HANDRAIL EXTENSIONS


2' - 10" 7' - 10 1/2" 4' - 5 1/2"

8' - 1

"

NEWHANDRAILSTYP

1A-700 DN

NEW 7 1/2" R x 10 1/2" TSTAIRS

NEW 36" RAILING


NEW 36" RAILING

15' - 2" 8' - 1

"

4' - 7" 7' - 10 1/2" 2' - 8 1/2"

1A-700

3' -

0"

EXISTING 14" BRICK WALLNEW 90 MIN RATED DOOR

DN

UP

NEW 90 MIN RATED DOOR TO EXTERIORCOURT

EXISTING STAIRS ANDLANDING TO REMAIN

3' -

0"

4' - 5 1/2"

8' - 1

"

INSTALL SWING GATEWITH SELF CLOSINGHINGES

2A-700

10' -

3"

9' - 1"

9'-1" x 10'-3"ELEVATOR

3'-6"



Title

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Issued

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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:38 AM

1/4" = 1'-0"

STAIR - ELEVATOR DETAIL

A-70016052104

2016.06.10


1/4" = 1'-0"A-7001 Fire Stair Section 1/4" = 1'-0"A-7002 ELEVATOR SECTION

1/4" = 1'-0"A-7003 SECOND FLOOR STAIR PLAN

1/4" = 1'-0"A-7004 FIRST FLOOR STAIR PLAN

1/4" = 1'-0"A-7005 THIRD FLOOR STAIR PLAN

1/4" = 1'-0"A-7006 BASEMENT FLOOR STAIR PLAN 1/4" = 1'-0"A-7007 ELEVATOR DETAIL

ELEVATOR NOTE:

ALL ELEVATOR DETAILS/SHOP DRAWINGS TO BE DONE BY LICENSEDELEVATOR CONTRACTOR. ARCHITECT TO REVIEW ALL DRAWINGSPRODUCED BY ELEVATOR MANUFACTUER PRIOR TOCONSTRUCTUION. BASIS OF DESIGN THYSSENKRUPP ENDURA 5000ELEVATOR

STAIR SUMMARY NOTE:

EXISTING WOOD STAIR TO REMAIN PENDINGAPPROVAL OF LOCAL AUTHORITY. EXISTING STAIRTO RECIEVE NEW HANDRAILS TO CURRENT CODEREGULATIONS.

DN

A-7013 4

2

17' - 7" 8' - 5"

4' - 0"

3' - 0"

3' - 0"

36" X 54" NEW ADAEXTERIORWHEELCHAIR LIFT

NEW 36"HANDRAIL

NEW CMU WALLS. VERIFYEXACT DIMENSIONS TO FITSELECTED WHEELCHAIRLIFT SPEC

1' - 7"

4' - 9

1/2

"

REMOVABLEGUARDRAIL

12" HANDRAILEXTENSIONS TYP

NEW 36"HANDRAIL

NEW 1:12 ADACONCRETERAMP

BOILER ROOMUNIT ACCESS

ALLEY

First Floor6' - 2"

Grade0' - 0"

7"

1" / 12"

1' - 0"

NEW CMU WALL

7' - 1

1"

6' - 2

"

Boiler Loft10' - 8"

MIN

.

3' - 6

"

34 -

38"

-

HANDRAIL TO EXTEND 12" BEYOND EDGE OF FIRST RISER.EITHER RETURN RAIL TO MASONRY WALL ORTURN DOWN TO GROUND.

NEW CAST IN PLACE CONCRETE STAIR

NEW 36" DEPTH FOOTING ASREQ FOR NEW 1:12 ADA RAMP

NEW 4" CONCRETE ADA RAMP W/EXPANISION JOINTS EVERY 5'-0"

THICKENESLAB FOOTIN ANDEXPANSION JOINT TO MEET

EXISTING SIDEWALK

EXISTING SLIDING ENTRY GATE

2' - 5

"3'

- 9"

EXISTING LOADING DOCK FLOORAND FOOTING TO REMAIN

First Floor6' - 2"


Grade0' - 0"

3' - 0"

EXISTING 26' AUTOMATICSLIDING GATE. PROVIDE NEWTENANT ACCESS CONTROLS

NEW MAN DOORINSTALLED INEXISTING GATE

First Floor6' - 2"


Grade0' - 0"

4' - 6"

EXISTINGAUTOMATIC SLIDING

SECURITY GATE

X

EXISITING LOADINGDOCK FLOOR ANDFOOTING TO REMAIN

4"

4"

3' - 0 1/2"

7' - 1

1"

MIN

.

3' - 6

"

NEW CMU WALL W/MASONRY CAP AT TOP OF

WALL

NEW 36" DEPTH FOOTING ASREQ FOR NEW 1:12 ADA RAMP

NEW 4" CONCRETE ADA RAMP W/EXPANISION JOINTS EVERY 5'-0"

THICKENESLAB FOOTING ANDEXPANSION JOINT TO MEET

EXISTING SIDEWALK

36" X 54" NEW ADAEXTERIOR WHEELCHAIR

LIFTPROVIDE DEPRESSED SLAB

AS REQ BY WHEELCHAIRLIFT MANUFACTURER

NEW 36" MTL HANDRAIL WITH 4"BALUSTER SPACING MIN



Title

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Issued

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SEAL

CONSULTANTS



PROJECT ADDRESS

8/11/2016 9:48:44 AM

As indicated

LOADING DOCK & ADA DETAIL

A-70116052104

2016.06.10


1/4" = 1'-0"A-7011 ADA RAMP ENLARGED PLAN 3/8" = 1'-0"A-7013 ENTRY GATE/ RAMP EAST ELEVATION

1/4" = 1'-0"A-7012 ENTRY GATE/ RAMP SOUTH ELEVATION 3/8" = 1'-0"A-7014 LOADING DOCK ELEVATION 3

A-7015ADA RAMP AXON