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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.
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 9:48:56 AM
GENERAL NOTES AND CONDITIONS
GI-116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
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 9:48:58 AM
As indicated
ADA MOUNTING HEIGHTS ANDDETAILS
GI-216052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
ALL GLAZING ADJACENT TOEXISTING FIRE ESCAPE TO BE 1
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
ALL GLAZING ADJACENT TOEXISTING FIRE ESCAPE TO BE 1
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.
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 9:49:01 AM
As indicated
EGRESS PLANS
GI-316052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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.
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 9:48:53 AM
As indicated
DEMOLITION PLANS
D-10016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
REMOVE STAIR RAILINGS
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
REMOVE STAIR RAILINGS
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.
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 9:48:55 AM
As indicated
DEMOLITION PLANS
D-10116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
3263 EMERALD STREETEXISTING 1 STORY BUILDING
3263 EMERALD STREETEXISTING 1 STORY BUILDING
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
2X3 WD FRAMING TO STRUCTUREABOVE
IN-3A
WALL SECTION
TOP DETAIL
BOTTOM DETAIL
2X6 WD FRAMING
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2X6 WD FRAMING TO STRUCTUREABOVE
IN-2
WALL SECTION
TOP DETAIL
BOTTOM DETAIL
2X4 WD FRAMING
1/2" GYPSUM BOARD
2X4 WD FRAMING TO STRUCTUREABOVE
IN-3
WALL SECTION
TOP DETAIL
BOTTOM DETAIL
2X6 WD FRAMING
5/8" TYPE 'X' GYPSUM BOARD
2X6 WD FRAMING TO STRUCTUREABOVE
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
2X4 WD FRAMING TO STRUCTUREABOVE
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
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 9:46:20 AM
As indicated
SITE PLAN AND WALL LEGEND
A-00116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
INDICATES NEW 2 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
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 9:46:24 AM
1
As indicated
BASEMENT FLOOR PLAN
A-10116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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 IN 1A
IN 1A IN 1A IN 1A IN 1A IN 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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 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
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 9:46:27 AM
1
As indicated
FIRST FLOOR PLAN
A-10216052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/8" = 1'-0"A-1021 FIRST FLOOR PLAN
1 Revision 1 JH SW 2016.08.11
1 1/2" = 1'-0"A-1022 TYP COLUMN DETAIL
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 1A IN 1A IN 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 90 MINRATED DOOR
NEW 2 x 10 FLOOR INFINLL WITH3/4" STAINED PLYWOOD FINISH
NEW STEEL ENTRY DOORTO INFILL IN EXISTING OPENING
3' -
0"
3' -
0"
NEW 90 MINRATED DOOR
5' - 2"
1383 SFGALLERY/LOBBY
3' -
0"
NEW 60 MINRATED DOOR
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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 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
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 9:46:28 AM
1
As indicated
SECOND FLOOR PLAN
A-10316052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/8" = 1'-0"A-1031 SECOND FLOOR PLAN
1 Revision 1 JH SW 2016.08.11
1 1/2" = 1'-0"A-1032 TYP COLUMN DETAIL
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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 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
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 9:46:29 AM
1
As indicated
THIRD FLOOR PLAN
A-10416052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/8" = 1'-0"A-1041 THIRD FLOOR PLAN
1 Revision 1 JH SW 2016.08.11
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
ALL COMMON LIGHTING TO BEWIRED TO OCCUPANCY SENSORS.PLACE OCCUPANCY SENSORS AT
EACH OCCUPANCY SWITCHLOACTION
S
SS
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 9:46:36 AM
1
As indicated
BASEMENT AND FIRST FLOORELECTRICAL PLANS
A-10516052104
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1 Revision 1 JH SW 2016.08.11
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
ALL COMMON LIGHTING TO BEWIRED TO OCCUPANCY SENSORS.PLACE OCCUPANCY SENSORS AT
EACH OCCUPANCY SWITCHLOACTION
PROVIDE UTILITY OUTLETS INCOMMON AREA
NEW GFI IN BATHROOM
PROVIDE SINGLE DUPLEXOUTLET FOR EACH WASHERAND 220V DEDICATED CIRCUITFOR WACH DRYER
ALL COMMON LIGHTING TO BEWIRED TO OCCUPANCY SENSORS.PLACE OCCUPANCY SENSORS AT
EACH OCCUPANCY SWITCHLOACTION
PROVIDE UTILITY OUTLETS INCOMMON AREA
PROVIDE GFI OUTLET INNEW BATHROOM
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 9:46:42 AM
1
As indicated
SECOND AND THIRD FLOORELECTRICAL PLANS
A-10616052104
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1 Revision 1 JH SW 2016.08.11
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"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 HR RATING
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
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 9:46:55 AM
As indicated
BUILDING ELEVATIONS
A-20016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/8" = 1'-0"A-2001 WEST ELEVATION
1/8" = 1'-0"A-2002 SOUTH ELEVATION
First Floor6' - 2"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 HR RATING
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
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 9:47:15 AM
As indicated
BULDING ELEVATIONS
A-20116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/8" = 1'-0"A-2011 NORTH ELEVATION
1/8" = 1'-0"A-2012 EAST ELEVATION
First Floor6' - 2"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
INDICATES NEW 1 HR RATING
INDICATES NEW 2 HR RATING
SILL HT
First Floor6' - 2"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
Third Floor Loft39' - 10"
EXISTING ROOFTRUSSES BEYOND
CLEAN AND POINT EXPOSEDINTERIOR BRICK WALLS AS
NEEDED. TYP
2' - 9
"8'
- 6"
F-1
F-1
F-1
21' -
1"
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 9:47:27 AM
As indicated
BUILDING SECTIONS
A-30016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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
CLEAN EXPOSED BRICK AS NEEDED
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.
REMOVABLE BASE, 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
"
Second Floor18' - 9"
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.
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 9:47:32 AM
As indicated
UNIT PLANS #1 & #2
A-60016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
A-6008UNIT TYPE #2 PLAN
1/8" = 1'-0"
A-6009UNIT TYPE #2 RCP
1/4" = 1'-0"
A-60012UNIT TYPE #2 KITCHEN ELEVATION
1/4" = 1'-0"
A-60011UNIT TYPE #2 BATH ELEVATION
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
A-60014UNIT TYPE #2 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"
REMOVABLE BASE, TYP.
EXPOSED JOIST16" O.C.
(2) 2x8
(2) 2
x8
7' - 6"
9' - 0"
100 AMPELECTRICAL
PANEL
Third Floor31' - 4"
Bottom of Structure42' - 7"
2 x 8 16" O.C.
Third Floor Loft39' - 10"
(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.
FLUSH CONTROLSON OPEN SIDE OFTOILET
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"
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.
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 9:47:36 AM
As indicated
UNIT PLAN #2.1
A-60116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
Bottom of Structure42' - 7"
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.
TYPE B DWELLING NOTES
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.
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 9:47:51 AM
As indicated
UNIT PLAN #2.2
A-60216052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6024UNIT TYPE #2.2 SECTION
1/8" = 1'-0"
A-6025UNIT TYPE #2.2 RCP
1/4" = 1'-0"
A-6021UNIT TYPE #2.2 PLAN
1/8" = 1'-0"
A-6027UNIT ELECTRICAL PLAN
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"
A-6022UNIT TYPE #2.2 LOFT PLAN
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.
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 9:47:55 AM
As indicated
UNIT PLAN TYPE 3/TYPE "A"
A-60316052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6031UNIT TYPE #3 PLAN
1/8" = 1'-0"
A-6032UNIT TYPE #3 RCP
1/4" = 1'-0"
A-6036UNIT TYPE #3 KITCHEN ELEVATION
A-60310UNIT TYPE 3 AXON
1/8" = 1'-0"
A-6033UNIT TYPE #3 ELECTRICAL PLAN
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"
NEW 20 MINRATED DOOR
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.
REMOVABLE BASE, 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"
REMOVABLE BASE, TYP.
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.
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 9:47:58 AM
As indicated
UNIT TYPE #3.1
A-60416052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6041UNIT TYPE #3.1 PLAN
1/8" = 1'-0"
A-6042UNIT TYPE #3.1 RCP
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-6046UNIT TYPE #3.1 KITCHEN ELEVATION
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"
CLEAN EXPOSED BRICK AS NEEDED
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
128 SFMASTER BEDROOM
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
100 AMPELECTRICAL PANEL
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"
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.
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 9:48:03 AM
As indicated
UNIT PLAN #4
A-60516052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6051UNIT TYPE #4 PLAN
1/4" = 1'-0"
A-60510UNIT #4 SECTION
1/8" = 1'-0"
A-6056UNIT ELECTRICAL PLAN
1/4" = 1'-0"
A-6054UNIT KITCHEN ELEVATION
1/4" = 1'-0"
A-6055UNIT TYPE #4 BATH ELEVATION
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"
PROVIDE BLOCKINGAS REQ'D, TYP.
168 SFWORK 43 SF
ENTRY
203 SFLIVE
78 SFKITCHEN
NEW MINI SPLIT HVAC SYSTEM ABOVE
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
PROVIDE BLOCKINGAS REQ'D, TYP.
FLUSHCONTROLS ONOPEN SIDE OF
TOILET
REMOVABLE BASE, TYP.
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
TYPE B DWELLING NOTES
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.
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 9:48:08 AM
As indicated
UNIT TYPES #4.1
A-60616052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6061UNIT TYPE #4.1 PLAN
1/4" = 1'-0"
A-6062UNIT TYPE #4.1 LOFT PLAN
1/8" = 1'-0"
A-6063UNIT TYPE #4.1 RCP
1/8" = 1'-0"
A-6065UNIT TYPE #4.1 LOFT RCP
1/8" = 1'-0"
A-6064UNIT TYPE #4.1 ELECTRICAL PLAN
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"
A-6068UNIT TYPE #4.1 KITCHEN ELEVATION
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
100 AMPELECTRICAL PANEL
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
REMOVABLE BASE, TYP.
36 x 36MIRROR
PROVIDE BLOCKINGAS REQ'D, TYP.
TILE TUBSURROUND
REMOVABLE BASE, TYP.
FLUSH CONTROLSON OPEN SIDE OFTOILET
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
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.
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 9:48:13 AM
As indicated
UNIT TYPE #4.2
A-60716052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
A-6074UNIT TYPE #4.2 LOFT RCP
1/8" = 1'-0"
A-6073UNIT TYPE #4.2 RCP
1/8" = 1'-0"
A-6076UNIT TYPE #4.2 LOFT ELECTRICAL PLAN 1/8" = 1'-0"
A-6075UNIT TYPE #4.2 ELECTRICAL PLAN
1/4" = 1'-0"
A-6078UNIT TYPE #4.2 KITCHEN ELEVATION
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"
CLEAN EXPOSED BRICK AS NEEDED
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
NEW MINI SPLIT HVAC SYSTEM ABOVE
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
PROVIDE BLOCKINGAS REQ'D, TYP.
REMOVABLE BASE, TYP.
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
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 9:48:18 AM
As indicated
UNIT TYPE #4.3
A-60816052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
A-6088UNIT TYPE #4.3 LOFT RCP
1/8" = 1'-0"
A-6084UNIT TYPE #4.3 RCP
1/8" = 1'-0"
A-6085UNIT TYPE #4.3 ELECTRICAL PLAN
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
100 AMPELECTRICAL PANEL
24 x 36MIRROR
TILE TUBSURROUND
PROVIDE BLOCKINGAS NEEDED
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
DEDICATED OUTLETFOR FRIDGE
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 BLOCKINGAS NEEDED
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
DEDICATED OUTLETFOR FRIDGE
TYPE B DWELLING NOTES
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.
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 9:48:23 AM
As indicated
UNIT TYPES #5 & #6
A-60916052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
1/4" = 1'-0"
A-6097UNIT TYPE #6 PLAN
1/4" = 1'-0"
A-6091UNIT TYPE #5 PLAN
1/8" = 1'-0"
A-6092UNIT TYPE #5 RCP
1/8" = 1'-0"
A-6093UNIT TYPE #5 ELECTRICAL PLAN
1/4" = 1'-0"
A-6094UNIT TYPE #5 BATH ELEVATION
1/4" = 1'-0"
A-6095UNIT TYPE #5 KITCHEN ELEVATION
1/8" = 1'-0"
A-6098UNIT TYPE #6 RCP
1/8" = 1'-0"
A-6099UNIT TYPE #6 ELECTRICAL PLAN
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"
A-60910UNIT TYPE #6 KITCHEN ELEVATION
A-6096UNIT TYPE #5 AXON
A-60913UNIT TYPE #6 AXON
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
200 SFKITCHEN & DINING
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
169 SFMASTER BEDROOM
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
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.
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 9:48:29 AM
As indicated
BOILER ROOM
A-61016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
A-6109UNIT ELECTRICAL PLAN
1/8" = 1'-0"
A-61010UNIT LOFT ELECTRICAL PLAN
Second Floor18' - 9"
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
200 SFKITCHEN & DINING
247 SFLIVING ROOM
67 SFSEATING AREA
169 SFMASTER BEDROOM
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
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 9:48:31 AM
As indicated
BOILER ROOM SECTION AND DETAILS
A-61116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
Third Floor Loft39' - 10"
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"
Second Floor18' - 9"
Basement Floor-4' - 0"
Third Floor31' - 4"
Bottom of Structure42' - 7"
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
NEW 90 MIN RATED DOOR
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 90 MIN RATED DOOR
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"
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 9:48:38 AM
1/4" = 1'-0"
STAIR - ELEVATOR DETAIL
A-70016052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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"
Second Floor18' - 9"
Grade0' - 0"
3' - 0"
EXISTING 26' AUTOMATICSLIDING GATE. PROVIDE NEWTENANT ACCESS CONTROLS
NEW MAN DOORINSTALLED INEXISTING GATE
First Floor6' - 2"
Second Floor18' - 9"
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
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 9:48:44 AM
As indicated
LOADING DOCK & ADA DETAIL
A-70116052104
2016.06.10
2000 E WESTMORELAND ST,PHILADELPHIA, PA
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