renovation and addition

Brick

Aluminum

CMU

Concrete

Drainage fill

Earth

Insulation - batts

Insulation - rigid

Plywood

Steel

Stone - finish

Wood blocking - continuous

Wood blocking or shim - discontinuous

Wood - finish

Membrane layer

LOMBARD ST

S 1

7TH

ST

WAVERLY STADDISON ST

WAVERLY ST

PINE ST S 1

7TH

ST

PINE ST

S 1

7TH

ST

ADDISON ST

LOMBARD ST

If I am not 1" tall

this drawing was not

printed to scale

Toner Architects1901 S. 9th Street

Room 425Philadelphia, PA 19148

215.800.1968

LOCATION MAP GENERAL NOTES

SYMBOLS LIST

ABBREVIATIONSDRAWING LIST

ACT - ACOUSTICAL CEILING TILEAFF - ABOVE FINISH FLOORAHU - AIR HANDLING UNITAL - ALUMINUMALT - ALTERNATEARCH - ARCHITECTURAL

BD - BOARDBLDG - BUILDINGBO - BOTTOM OF; BY OTHERSBOT - BOTTOMBTW - BETWEEN

CG - CORNER GUARDCJ - CONTROL JOINTCL - CENTER LINECLG - CEILINGCLR - CLEARCMU - CONCRETE MASONRY UNIT(S)COL - COLUMNCONC - CONCRETECONT - CONTINUOUS

DBL - DOUBLEDEPT - DEPARTMENTDIA - DIAMETERDN - DOWNDS - DOWN SPOUT (EXTERIOR)DTL - DETAILDWG - DRAWING

EA - EACHEJ - EXPANSION JOINTEL - ELEVATIONELEC - ELECTRICALEQ - EQUALEQUIP - EQUIPMENTEXIST - EXISTINGEXP - EXPOSEDEXPAN - EXPANSIONEXT - EXTERIOR

FD - FLOOR DRAINFDN - FOUNDATIONFE - FIRE EXTINGUISHERFEC - FIRE EXTINGUISHER CABINETFS - FLOOR SINKFT - FEET; FOOT

GA - GAUGEGALV - GALVANIZEDGC - GENERAL CONTRACTORGEN - GENERALGWB - GYPSUM WALL BOARDGYP - GYPSUM

H - HIGH (DIM)HM - HOLLOW METAL

IN - INCHINT - INTERIOR

LAV - LAVATORYLTG - LIGHTING

MAX - MAXIMUMMECH - MECHANICALMFG - MANUFACTURED; MANUFACTURERMIN - MINIMUMMISC - MISCELLANEOUSMO - MASONRY OPENINGMTL - METAL

NIC - NOT IN CONTRACTNO - NUMBERNTS - NOT TO SCALE

OC - ON CENTEROD - OUTSIDE DIAMETER; OVERFLOW DRAIN

PLY - PLYWOODPR - PAIRPREFAB - PREFABRICATEDPT - PAINT; POINT, PRESSURE TREATED

R - RADIUS; RISERRCP - REFLECTED CEILING PLANREFR - REFRIGERATIONREQD - REQUIREDRD - ROOF DRAINRFRG - REFRIGERATORRM - ROOMRO - ROUGH OPENING

SC - SEALED CONCRETESCHED - SCHEDULESECT - SECTIONSIM - SIMILIARSPEC - SPECIFICATIONSSS - STAINLESS STEELSSD - SEE STRUCTURAL DRAWINGSSTD - STANDARDSTL - STEELSTOR - STORAGESTRUCT - STRUCTURALSUB - SUBSTITUTESUSP -SUSPEND; SUSPENDED

T-STAT - THERMOSTATTEMP - TEMPERATURE; TEMPORARYTO - TOP OFTLT - TOILETTYP - TYPICAL

UNO - UNLESS NOTED OTHERWISEVEST - VESTIBULEVIF - VERIFY IN FIELD

W - WIDE (DIM)W/ - WITHW/O - WITHOUTWC - WATER CLOSETWD - WOOD

1. All work shall conform to the following codes:

2015 International Residential Code2018 International Existing Building Code2017 National Electric Code2018 International Energy Conservation CodePhiladelphia Building CodePhiladelphia Residential CodePhiladelphia Existing Building CodePhiladelphia Electrical CodePhiladelphia Zoning Code

And to all other applicable Federal, State, and local regulations.

2. Do not scale drawings.

3. It shall be the responsibility of the Contractor to obtain all permits for plumbing and electrical Work, and any other Work not permitted under a general building permit.

4. Work not indicated on a part of the drawings but reasonably implied to be similar to that shown at corresponding places, shall be repeated.

5. Contractor shall coordinate openings shown on the drawings.

6. Contractor shall verify and/or establish all existing conditions and dimensions at the site.

7. If the existing field conditions do not permit the installation of the work in accordance with the details shown, the Contractor shall notify the Architect immediately and provide a sketch of the condition with Contractor’s proposed modification of the details given on the contract documents.

8. It shall be the responsibility of the General Contractor and all Sub-Contractors to coordinate the Work and verify all dimensions and inspect conditions of prior Work by all trades before proceeding with any Work. Unacceptable or incorrect prior Work shall be repaired or replaced before starting Work. Proceeding with the Work shall constitute acceptance of prior Work.

9. Where Work involves existing supporting structure, the Contractor shall provide shoring and protection required to insure the structural integrity of the existing structure.

10. In no case shall heavy equipment be permitted closer than 8'-0" from any foundation wall. If it is necessary to operate such equipment closer than 8'-0" to the wall, the Contractor shall be the sole responsible party and, at Contractor’s own expense, shall provide adequate supports or brace the wall to withstand the additional loads superimposed from such equipment.

11. All products and materials to be installed following manufacturers' recommendations.

12. All new stairs to be premanufactured wood stairs. Install per manufacturers written details and instructions. Provide handrails on one side of each stair, minimum and all open sides of stairs.

13. Interior design by others.

TA Project Number

Copyright 2021, Toner Architects, Inc.

CODE SUMMARY

Owner

CITY OF PHILADELPHIA APPROVAL STAMPS

CS

Architectural Committee Review

Renovation and Addition415 S 17th StPhiladelphia PA, 19146 1 September 2021

21031

415

S 1

7th

St

Phi

lade

lphi

a P

A, 1

9146

Brian Zoubek

415 S 17th StPhiladelphia PA, 19146

Sheet Number Sheet Name

HistoricReview(Date)

Issued forPermit &

Construction(Date)

Response toCity

Comments(Date)

CS COVER SHEET 24 August 2021

A001 SPECIFICATIONS 24 August 2021

A002 DEMOLITION PLANS 24 August 2021

A101 PLANS 24 August 2021

A102 PLANS AND SCHEDULES 24 August 2021

A103 LOCATION AND CONTEXT PLANS 24 August 2021

A201 REFLECTED CEILING PLANS 24 August 2021

A301 SITE CONTEXT PHOTOS 24 August 2021

A302 EXISTING ELEVATIONS 24 August 2021

A303 PROPOSED ELEVATIONS AND VIEWS 24 August 2021

A401 SECTIONS 24 August 2021

Use: Single Family Residential, Group R

Heights: 31'-9" to top of roof

Type of Construction: VB

Areas: Basement: 410 gsfFirst Floor: 574 gsfSecond Floor: 543 gsfThird Floor: 409 gsfTotal 1,936 gsf

1. ACCESS TO SITE: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

2. DELIVERIES: a. Schedule deliveries to minimize use of driveways, entrances and road blockages by

construction operations and to minimize space and time requirements for storage of materials and equipment on-site. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

b. Deliver products to project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

c. Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected.

3. STORAGE: a. Store products to allow for inspection and measurement of quantity or counting of units. b. Store materials in a manner that will not endanger project structure. c. Store products that are subject to damage by the elements, under cover in a weather tight

enclosure above ground, with ventilation adequate to prevent condensation. d. Protect foam plastic from exposure to sunlight, except to extent necessary for period of

installation and concealment. e. Comply with product manufacturer's written instructions for temperature, humidity,

ventilation, and weather-protection requirements for storage. f. Protect stored products from damage and liquids from freezing.

4. PRODUCT REQUIREMENTS: a. Provide products that comply with the Contract Documents, are undamaged and, unless

otherwise indicated, are new at time of installation.b. Provide products complete with accessories, trim, finish, fasteners, and other items needed

for a complete installation and indicated use and effect. c. Standard Products: If available, and unless custom products or nonstandard options are

specified, provide standard products of types that have been produced and used successfully in similar situations on other projects.

5. PRODUCT SELECTION PROCEDURES: Where construction documents name a product and include a manufacturer, the contractor must provide the specified or indicated product or submit a substitution request for a comparable product. Drawings indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Contractor is responsible for any and all changes to other work that may be required as part of not using the designated product, including any additional costs for any part of the work therein incurred.

6. PRODUCT INSTALLATION: Comply with manufacturer's written instructions. 7. WARRANTIES:

a. The contractor will warrant the completed construction for one year after substantial completion of the project as outlined in the AIA General Conditions.

b. Contractor is to document all special warranties and provide to the owner documentation at final completion.

8. CONSTRUCTION PROCESS DOCUMENTATION: Digital Photographic Documentation: Submit unaltered, original, full-size image files once a week throughout the full duration of construction. The photos are to document the full extents of the project. Photos are to be emailed to Sam Katovitch at [email protected]. Include project address in email subject line.

9. CONSTRUCTION SCHEDULE:a. Prior to the start of construction, provide a construction schedule in a digital format which

includes the full time frame of construction and major milestone dates. Provide schedule updates as required.

10. SUBMITTAL PROCEDURES: Prepare and submit submittals as required by the construction documents and for all product substitutions. a. Submit electronic submittals to Architect via email as PDF electronic files.

1. Architect will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.

b. Additional information required for product substitution requests.1. Reason for the substitution.2. Time difference.3. Cost difference.4. If a product is part of a system, the entire system, including all products and

components needs to be submitted for review.11. CONDITION OF EXISTING BUILDING: Maintain portions of existing building affected by construction

operations in a weather tight condition throughout construction period. Repair damage caused by construction operations.

12. EXISTING CONDITIONS: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities, mechanical and electrical systems, and other construction affecting the Work.

13. EXAMINATION AND ACCEPTANCE OF CONDITIONS: Before proceeding with each component of the Work, examine substrates, areas, and conditions, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.

14. FIELD MEASUREMENTS: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

15. REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS: Immediately on discovery of the need for clarification of the Contract Documents caused by differing field conditions outside the control of Contractor, submit a request for information to Architect.

16. EXECUTIONa. Structural Elements: When cutting and patching structural elements, notify Architect of

locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection

b. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that result in increased maintenance or decreased operational life or safety.

c. Other Construction Elements: Do not cut and patch other construction elements or components in a manner that could change their load-carrying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety.

d. Visual Elements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch exposed construction in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

17. INSTALLATION a. Comply with manufacturer's written instructions and recommendations for installing products

in applications indicated. b. Locate the Work and components of the Work accurately, in correct alignment and

elevation, as indicated. c. Make vertical work plumb and make horizontal work level. d. Where space is limited, install components to maximize space available for maintenance

and ease of removal for replacement. e. Conceal pipes, ducts, and wiring in finished areas unless otherwise indicated. f. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance until Substantial Completion. g. Conduct construction operations so no part of the Work is subjected to damaging operations

or loading in excess of that expected during normal conditions of occupancy. h. Sequence the Work and allow adequate clearances to accommodate movement of

construction items on site and placement in permanent locations. i. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.j. Templates: Obtain and distribute to the parties involved templates for work specified to be

factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements.

k. Attachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place, accurately located and aligned with other portions of the Work. Where size and type of attachments are not indicated, verify size and type required for load conditions.

l. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect.

m. Allow for building movement, including thermal expansion and contraction. n. Coordinate installation of anchorages. Furnish setting drawings, templates, and directions

for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

o. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

p. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

q. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.

r. Temporary Support: Provide temporary support of work to be cut. s. Limiting Exposures: Supervise construction operations to assure that no part of the

construction; completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

t. Protection: 1. Protect in-place construction during cutting and patching to prevent damage.

Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.

2. Protect completed construction to maintain in a “like new” condition. 3. Existing Utility Services and Mechanical/Electrical Systems: Where existing

services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas.

4. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.

5. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.

6. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.

7. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond core drill.

8. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations.

9. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting.

10. Proceed with patching after construction operations requiring cutting are complete.

u. Patching: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of in-place materials. Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Provide materials and comply with installation requirements specified in other Sections, where applicable. 1. Inspection: Where feasible, test and inspect patched areas after completion to

demonstrate physical integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish

restoration into retained adjoining construction in a manner that will minimize evidence of patching and refinishing.

3. Clean piping, conduit, and similar features before applying paint or other finishing materials. b. Restore damaged pipe covering to its original condition.

4. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

5. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces.

v. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.

w. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.

x. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.

18. PROGRESS CLEANING a. Clean Project site and work areas daily, including common areas. Enforce requirements

strictly. Dispose of materials lawfully. b. Comply with requirements in NFPA 241 for removal of combustible waste materials and

debris. c. Do not hold waste materials more than seven days during normal weather or three days if

the temperature is expected to rise above 80 deg F (27 deg C). d. Containerize hazardous and unsanitary waste materials separately from other waste. Mark

containers appropriately and dispose of legally, according to regulations. e. Use containers intended for holding waste materials of type to be stored. f. Coordinate progress cleaning for joint-use areas where Contractor and other contractors are

working concurrently. g. Site: Maintain Project site free of waste materials and debris. h. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for

proper execution of the Work. 1. Remove liquid spills promptly. 2. Where dust would impair proper execution of the Work, broom-clean or vacuum

the entire work area, as appropriate. i. Installed Work: Keep installed work clean. Clean installed surfaces according to written

instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces.

j. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. k. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to

ensure freedom from damage and deterioration at time of Substantial Completion. l. Waste Disposal: Do not bury or burn waste materials on-site. Do not wash waste materials

down sewers or into waterways. Construction waste shall be deposited in the dumpster. m. During handling and installation, clean and protect construction in progress and adjoining

materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

n. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

19. PROTECTION OF INSTALLED CONSTRUCTION: a. Provide final protection and maintain conditions that ensure installed Work is without

damage or deterioration at time of Substantial Completion. b. Comply with manufacturer's written instructions for temperature and relative humidity.

20. PROJECT RECORD DOCUMENTS: At the completion of construction the contractor is to submit one hard copy set of the construction documents with all changes/design deviations annotated in either pencil or ink.

21. SELECTIVE DEMOLITION: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: a. Proceed with selective demolition systematically, from higher to lower level. Complete

selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.

b. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

c. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

d. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire-suppression devices during flame-cutting operations.

e. Maintain adequate ventilation when using cutting torches.f. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and

promptly dispose of off-site. g. Remove structural framing members and lower to ground by method suitable to avoid free

fall and to prevent ground impact or dust generation. h. Locate selective demolition equipment and remove debris and materials so as not to impose

excessive loads on supporting walls, floors, or framing. i. Dispose of demolished items and materials promptly. j. Materials Ownership:

1. Unless otherwise indicated, demolition waste becomes property of Contractor. 2. Historic items, relics, antiques, and similar objects including, but not limited to,

cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to Owner that may be uncovered during demolition remain the property of Owner.

3. Carefully salvage in a manner to prevent damage and promptly return to Owner. 4. Notify Architect of discrepancies between existing conditions and Drawings before

proceeding with selective demolition. k. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

l. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.

m. Maintain fire-protection facilities in service during selective demolition operations. n. Verify that utilities have been disconnected and capped before starting selective demolition

operations. o. Review record documents of existing construction provided by Owner. Owner does not

guarantee that existing conditions are same as those indicated in record documents. p. Survey existing conditions and correlate with requirements indicated to determine extent of

selective demolition required. q. When unanticipated mechanical, electrical, or structural elements that conflict with intended

function or design are encountered, investigate and measure the nature and extent of conflict. Promptly notify Architect.

r. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

s. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities.

t. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or preconstruction videotapes.

u. Utility Services and Mechanical/Electrical Systems:1. Existing Services/Systems to Remain: Maintain services/systems indicated to

remain and protect them against damage. 2. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate,

identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, and components indicated to be removed.

4. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

v. PREPARATION 1. Site Access and Temporary Controls: Conduct selective demolition and debris

removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

2. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 1. Provide protection to ensure safe passage of people around selective

demolition area and to and from occupied portions of building. 2. Provide temporary weather protection, during interval between

selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

3. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of

selective demolition. 22. Removed and Reinstalled Items:

a. Clean and repair items to functional condition adequate for intended reuse. b. Pack or crate items after cleaning and repairing. Identify contents of containers. c. Protect items from damage during transport and storage. d. Store items in a secure area until installation.e. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

23. Salvaged Items for Owner's Use: Salvage items for Owner's use and handle as follows: a. Clean salvaged items. b. Pack or crate items after cleaning. Identify contents of containers with label indicating

elements, date of removal, quantity, and location where removed. c. Store items in a secure area until delivery to Owner.d. Transport items to storage area designated by Owner.e. Protect items from damage during transport and storage.

24. Disposal of Demolished Materialsa. General: Except for items or materials indicated to be recycled, reused, salvaged,

reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

b. Do not allow demolished materials to accumulate on-site. c. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and

areas. d. Remove debris from elevated portions of building by chute, hoist, or other device that will

convey debris to grade level in a controlled descent. e. Burning: Do not burn demolished materials. f. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

If I am not 1" tall


printed to scale

NOT FOR CONSTRUCTION

North Project North

Scale

Project number

Date

Drawn by

Checked by

1901 S. 9th StreetRoom 425

Philadelphia, PA 19148215.800.1968

www.tonerarch.com

NOTES


12" = 1'-0"

A001

SPECIFICATIONS

21031

Renovation and Addition

Brian Zoubek

1 September 2021

Author

Checker


Basis of Design Materials

Material Brand/Product Information

Underslab Vapor Barrier StegoWrap Class C vapor retarder by Stego Industries

Foundation Waterproofing Membrane Aqua-Bloc WB Elastomeric Aspalt Emulsion Waterproofing by Henry Company

Waterstop SF 302 Synko-Flex by Henry Company

Wall Insulation (exterior cavities) 1" CavityRock by Roxul

Wall Insulation (stud cavities) R-23 ComfortBatt by Roxul

Roof Insulation Closed-cell spray-foam insulation, of sufficient thickness to meet R-Values Indicated

Weather Barrier (closed joint cladding systems) Tyvek Commercial Wrap by DuPont

3-Part Stucco Metal lath stucco process by Quaker Stucco; Color TBD

Roofing White EPDM, 60-mil, Class B or better. Provide product that has a finish complyingwith Energy Star "Highly Reflective" requirements, per City code. Product selection tobe approved by Architect.

Gypsum Board Typical interior walls: 1/2" Sheetrock by USG Corporation

Gypsum Board Wet-location interior walls: 1/2" Sheetrock Mold Tough by USG Corporation

Gypsum Board Fire-rated walls and floors: See UL descriptions for acceptable products.

Tile Backing Panels Durock Next Gen by USG Corporation

Downspouts Round, 24-gauge painted aluminum, product selection to be approved by Architect.

Gutters Half-round, 24-guage painted aluminum product selection to be approved by Architect.

Roofing Regal Decks Fiberglass Waterproofing

Fiber Cement Siding HardiePanel By James Hardie Co. Color TBD - to match existing stucco

No.

Description

Date

UP

WH

WH

UPDN

DN

D

D

DE

F

F

A

B

E

A

C

A

AB

D

A

C

B

B

E

B

D

A

F

D

A

A

E

A

D

D

A

C A

B

G

A Remove walls, complete

B Remove door, complete

C

Remove plumbing fixture/appliance, complete

E

F

G

Remove stairs, complete

Remove roof, complete

Remove floor to extent shown

Demolition Keynotes

1. The order of the demolition notes is not intended to imply the order of the work.

2. The extent of the demolition is generally described. The contractor is responsible for all of the demolition work required to accommodate the installation of the proposed work.

3. These documents have been prepared based upon visible conditions available for inspection. Certain areas and portions of the work may vary from the conditions indicated herein when uncovered at the site. Each contractor shall field verify all existing conditions and promptly notify the Architect of any discrepancies between these documents and the existing conditions.

4. Verify all existing dimensions and conditions prior to initiating work. Coordinate limits of demo work with requirements of new work.

5. The contractor shall coordinate with the owner to develop acceptable route requirements of all construction debris and delivery of construction material.

6. Provide shoring, bracing or support to prevent movement, settlement or collapse of areas to remain during and subsequent to demotion.

7. Erect temporary dust partition or temporarily retain existing partitions as required and provide ventilation equipment to prevent the migration of dust and debris and to separate the public and/or occupied areas from work areas.

8. During demolition and new work procedures, the entire work area shall be clean of all dust, dirt and other debris before application of any new materials and/or finishes.

9. Each contractor is responsible to provide adequate and substantial provisions to protect the building and finished surfaces scheduled to remain, both interior and exterior, from damage during delivery of equipment and disposal of materials. All damaged surfaces shall be restored to their original condition. No vehicles will be permitted to occupy any existing street or walk unless approved by owner and the authorities having jurisdiction.

10. Each contractor shall locate, identify and protect all site utility distribution services as required prior to commencing the work and shall notify all contractors of the same. Each contractor shall protect all utility distribution services exposed during progress of the work.

11. If during the course of demotion, unstable conditions are encountered, immediately stop work and notify the Architect of such conditions.

12. Remove all items with care and for possible salvage. The owner maintains first right of refusal for all items scheduled to be removed. Protect and properly store all items called out to be reinstalled for new work.

13. Unless otherwise stated, patching and repair of areas to remain in service following demolition, including required patching and touch-up following the installation of new work, shall be the responsibility of the general trades contractor. Patch all openings resulting from the removal of existing fire protection, plumbing, mechanical, and electrical work. Coordinate with additional work shown on the fire protection, plumbing , mechanical and electrical drawings.

14. Patch and repair all existing floor systems as required and at all locations of demolished walls, partitions, fixtures, equipment, flooring and/or anchorage/fastenings. Prepare all existing floors to receive new floor finishes. Unless otherwise indicated, patch floors to match adjacent existing surfaces.

15. Patch all walls and floors necessary to accept new finishes or to match existing adjacent finishes (to remain).

16. Any trade performing core drilling or sawcutting operations shall verify location of existing floor structure prior to commencing drilling or cutting work and shall promptly notify Architect of any obstruction affecting layout of new work.

17. Protect existing active smoke detectors and fire alarm devices from dust. Protect throughout duration of the project.

18. Pipes, conduit and ductwork encountered in demolished partitions and ceilings which are to remain shall be re-routed and concealed. Those which are abandoned shall be capped and concealed in floor, walls or ceiling.

19. Salvage materials to be removed the demolition contractor and turned over to the owner shall be identified by the owner and/or architect prior to the beginning of work and are to be stored on site at a location designated by the owner.

20. Any projecting or surface mounted items to be abandoned shall be removed and concealed.

Demolition Notes

D

Remove window, complete

1 hour fire rated separation

New wall/construction

Demolished wall/construction

Wall Legend

Existing wall/construction

If I am not 1" tall


printed to scale


North Project North

Scale

Project number

Date

Drawn by

Checked by



www.tonerarch.com

NOTES


1/4" = 1'-0"

A002

DEMOLITION PLANS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A002

1 Basement Demolition Plan1/4" = 1'-0"A002

2 First Floor Demolition Plan1/4" = 1'-0"A002

3 Second Floor Demolition Plan1/4" = 1'-0"A002

4 Third Floor Demolition Plan

No.

Description

Date

WH

UP UP

DW

DN DN

WD

UP

A303 2

A303

1

1

A401

Util. Bath 1

Living/ Office

17' -

7"

5' -

6"

5' - 3" 10' - 5"

16' - 0"

11' -

2"

A1

B1

B1

B1

A1

A1

A1

B1

R @ 8"14

001 002

003

G

3' -

0"

9" Typ.

2

A401

7' - 4"

Stor.

3' -

0"

3' - 10"

Enlarge existing Bilco door opening for egress window

A303

3

A303 2

A303

1

1

A401

Kitchen

Dining

16' - 0"

22' -

4"

4' -

8"

1' - 6" 14' - 0"

9' -

3"

6' -

2"

11' -

7"

9' -

1"

17' - 2"

Garage

B1

B1

B1

A1

R @ 8 1/4"16

101

102

103

A1

A1B1

B1A A

36" railing

3' -

0"

3' -

0"

9"

2

A401

Masonry infill to match existing; patch and repair exterior stucco as necessary to match existing


D

D

A303

3

A303 2

A303

1

1

A401

Bed 2

Bath 2

Bed 1

6' -

6"

9' -

3"

7' -

0"

6' -

0"

8' -

5"

2' -

6"

16' - 4"

15' -

0"

9' -

8"

16' - 4"

R @ 8"16

A1

A1

A1

A1

A1

A1

A1

A1

A1

A1

B1

B1

B1

B1

B1

B1

B1

B1

203

204202

201

205

206

B B

3' -

0"

3' -

0"

9"

3' - 7"4' - 9"

2

A401


C

B

B

B

F




Wall Legend


If I am not 1" tall


printed to scale


North Project North

Scale

Project number

Date

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www.tonerarch.com

NOTES


1/4" = 1'-0"

A101

PLANS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A101

1 Basement Floor Plan1/4" = 1'-0"A101

2 First Floor Plan1/4" = 1'-0"A101

3 Second Floor Plan

Existing front door to remain

No.

Description

Date

DN

A303

3

A303 2

A303

1

1

A401

M. WIC

M. Bed

6' -

0"

A1

A1

B B

B

301

303

48" x 48"

3' - 5" Min.

2

A401

A1

A1

A1

M. Bath

P.R.

E

E

B

BRoof Deck

7' - 8"

14' -

5"

302

305

304

Walkable fiberglass roofing membrane

8' - 3"

7' -

0"

3' -

0"

9' -

9"

8' - 3"

10' -

11"

15' - 11"

A303

3

A303 2

A303

1

1

A401

2

A401

Roof Deck

EPDM roofing membrane

Hatched region indicates area of fire-retardant treated

roof sheathing

4' - 0"

(below)




Wall Legend


A1

0' - 4 1/2"

-

-

-

-

3 1/2"

1/2"

-

-

-

2x4

Yes

-

Insulate partitions

around bedrooms &

bathrooms

-

-

1' - 4"

Applied finish; see finish schedule

GWB

Studs

Sound batt insulation where indicated

Basic partition thickness

BPARTITIONTYPE

Partition identification plan symbol


Fire rating (hrs)

Fire test number (UL)

Acoustical rating (STC)

Acoustical text number

Insulation thickness

GWB thickness

Acoustical caulking

Fire caulking

Metal thickness

Stud size

Stud spacing (OC)

-

w/ GWB to structure above

w/ GWB to 6" above ceiling

-

Remarks:

Studs to structure above

Applied finish; see finish schedule

GWB

Studs

Sound batt insulation where indicated


APARTITIONTYPE

4 3/4"

B1

0' - 4"

-

-

-

-

3 1/2"

1/2"

-

-

-

2x4

Yes

-

New wall adjacent to

existing. GWB room

side only

-

-

1' - 4"

4 3/8"

If I am not 1" tall


printed to scale


North Project North

Scale

Project number

Date

Drawn by

Checked by



www.tonerarch.com

NOTES


As indicated

A102

PLANS AND SCHEDULES

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A102

1 Third Floor Plan1/4" = 1'-0"A102

2 Roof Deck

Door Schedule

Door Number Door Size Description Comments

001 30" x 80" Single Panel Hinged


003 30" x 80" 2-Panel Bifold

101 32" x 90" Single Panel Hinged Exterior Entry per Historic Recommendation

102 48" x 80" Sliding 2 Panel





204 30" x 80" Sliding Pocket




302 24" x 80"

303 32" x 80"


305 30" x 80" Sliding Pocket

Window Schedule

Type Mark Width Height Description Head Height Comments

A 3' - 0" 5' - 0" Double-Hung Windows 7' - 8"

B 2' - 10" 6' - 5" Double-Hung Windows 7' - 9"

C 3' - 1" 6' - 5" Double-Hung Windows 7' - 9"

D 2' - 8" 4' - 4" Double-Hung Windows 7' - 11"

E 3' - 0" 4' - 0" Double-Hung Windows 7' - 6"

F 2' - 10" 5' - 4" Double-Hung Windows 7' - 4"

G 2' - 8" 5' - 2" Double-Hung Windows 7' - 8"

Window & Door Notes:1. Windows to be U-.35 Max and Exterior Doors are to be U-.40 Max.2. Confirm existing opening sizes for replacement windows.3. All STREET FACING windows to be Pella Architectural Reserve Series. All NON-STREET FACING windows to be Pella Lifestyle Series. Pella

Representative: David Augustine (215) 970-3267 [email protected]

No.

Description

Date

A303

3

A303 2

A303

1

1

A401

2

A401

1/4"

/12"

slo

pe

Neighboring 3 story buildingLot area:Open area required:Open area existing:

Open area proposed:

816.75 SF163.35 SF37.50 SF37.50 SF

20%4.59%4.59% (No Change)

South 17th StBreakdown: 12 - 26 - 12

1 Story

New Egress Well

12' -

0"

Sid

ewal

k

Wav

erly

St

Bre

akdo

wn:

6 -

12 -

6

6' - 0" Sidewalk

2 Stories

Roof deck atop 2nd floor

Neighboring 3 story building

Exi

stin

g C

urb

Cut

Existing cornice line

3' -

0"

3' - 10"

54' -

0"

Pro

pert

y Li

ne

6' - 6" Property Line

13' -

6"

Pro

pert

y Li

ne


40' -

6"

Pro

pert

y Li

ne


7' - 8"

3 Stories

Existing bollardExisting parking meter

Existing tree to remain




Wall Legend


LOMBARD ST

S 1

7TH

ST

WAVERLY STADDISON ST

WAVERLY ST

PINE ST S 1

7TH

ST

PINE ST

S 1

7TH

ST

ADDISON ST

LOMBARD ST

If I am not 1" tall


printed to scale


North Project North

Scale

Project number

Date

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www.tonerarch.com

NOTES


As indicated

A103

LOCATION AND CONTEXTPLANS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A103

2 Site Plan

NTSA103

1 Context Plan

No.

Description

Date

CS

Living/ Office

Util. Bath 1

CS

Dining

Kitchen

Garage

Bed 1

L.C

Bath 2

Bed 2

SD

SD

CS

SD

CS

M. Bed

M. WIC

M. Bath

P.R.

Vanity Light

Item Symbol

Ceiling Symbols

Smoke Detector

Combination Smoke / Carbon Monoxide Detector

Item Symbol

Fire Protection Symbols

CS

SD

Exhaust Fan (50 CFM min)




Wall Legend


If I am not 1" tall


printed to scale


North Project North

Scale

Project number

Date

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www.tonerarch.com

NOTES


1/4" = 1'-0"

A201

REFLECTED CEILINGPLANS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A201

1 Basement Reflected Ceiling Plan1/4" = 1'-0"A201

2 First Floor Reflected Ceiling Plan1/4" = 1'-0"A201

3 Second Floor Reflected Ceiling Plan1/4" = 1'-0"A201

4 Third Floor Reflected Ceiling Plan

No.

Description

Date

If I am not 1" tall


printed to scale


Scale

Project number

Date

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Checked by



www.tonerarch.com

NOTES


12" = 1'-0"

A301

SITE CONTEXT PHOTOS

21031


Brian Zoubek

1 September 2021

SK

IMT


No.

Description

Date

First Floor0"

Second Floor11' - 0"

Existing stucco

Existing 3 story building beyond

Existing cornice

Existing painted brick

Existing wood garage door

Existing stucco

Existing brake metal flashing

Existing downspout

First Floor0"


Existing stucco

Existing cornice

Existing carved doorway

Existing brick trim

Existing brick trim

Existing sliding vinyl windows

If I am not 1" tall


printed to scale


Scale

Project number

Date

Drawn by

Checked by



www.tonerarch.com

NOTES


1/4" = 1'-0"

A302

EXISTING ELEVATIONS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A302

1 Existing North Elevation1/4" = 1'-0"A302

2 Existing West Elevation

No.

Description

Date

First Floor0"


New Third Floor21' - 8"

Roof Deck31' - 2 5/8"

Existing stucco; see stucco notes

Synthetic slate roofing; color per Historic recommendation

Existing cornice; repaint as needed

Existing painted brick; repaint as necessary to match stucco


Metal dormer trim; color per Historic recommendation

2

A401

B

Existing wood garage door; to remain

101

New wood entry door; per Historic recommendation

Existing entry door to be infilled to match existing

Existing downspout to

remain

BB

New wood windows; typ. all new street-facing wdws

DD

B B B C

New wood replacement windows; typ. all new street-facing wdws

First Floor0"



Roof Deck31' - 2 5/8"


Existing cornice; repaint as needed


Synthetic slate roofing material; color per Historic

recommendation

1

A401

32' -

8"

To

Hig

hest

Poi

nt o

f Roo

fB B

A A

B B

Existing carved stone doorway to remain



Existing sliding window to be infilled to match existing

Existing sliding window to be infilled to match existing

First Floor0"


Sidewalk-7 1/2"


Roof Deck31' - 2 5/8"

1

A401


Existing neighboring building

Wd fascia board

Wd fascia board


Fiber cement panel; color to match existing stucco

Fiber cement panel; color to match existing stucco

Wood railing; coordinate w/ Historic

and Owner

New aluminum-clad replacement window; typ. all new non-street facing wdws

Wd fascia board

New aluminum-clad window; typ. all new non-

street facing wdws

E

F




Wall Legend


If I am not 1" tall


printed to scale


Scale

Project number

Date

Drawn by

Checked by



www.tonerarch.com

NOTES


1/4" = 1'-0"

A303

PROPOSED ELEVATIONSAND VIEWS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A303

2 North (Waverly St) Elevation1/4" = 1'-0"A303

1 West (S 17th St) Elevation1/4" = 1'-0"A303

3 North

No.

Description

Date

Corner of S 17th and Waverly Sts S 17th St Elevation Waverly St Elevation

Stucco Notes:Contractor will remove small portion of existing stucco to expose brick beneath and architect will evaluate its condition. Architect will then coordinate with PHC staff to determine best course of action given the existing conditions revealed.

First Floor0"


Basement-7' - 3 1/2"

Sidewalk-7 1/2"


New Basement-9' - 3 1/2"

Roof Deck31' - 2 5/8"

2

A401

M. WIC M. Bed

Bed 2Bath 2Bed 1

Garage Kitchen Dining

Util. Living/ Office

Und

erpi

nnin

g2'

- 4

"

Und

erpi

nnin

g

2' -

4"

8' -

4"

Clg

. Hei

ght

9' -

6"

Clg

. Hei

ght

9' -

9"

Clg

. Hei

ght

9' -

3"

Pea

k C

lg. H

eigh

t

32' -

7"

To

Hig

hest

Poi

nt o

f Roo

f Dec

k

22' -

4"

Exi

stin

g C

orni

ce L

ine

003

204 205 206

M. Bath305

E

P.R.

First Floor0"


Basement-7' - 3 1/2"

Sidewalk-7 1/2"


New Basement-9' - 3 1/2"

Roof Deck31' - 2 5/8"

1

A401

M. WIC

Bath 2

Kitchen

Living/ Office

203

103

001 002

6' -

8"

Min

. Hea

d H

eigh

t6'

- 8

" M

in. H

ead

Hei

ght

6' -

8"

Min

. Hea

d H

eigh

t

304

E




Wall Legend


If I am not 1" tall


printed to scale


Scale

Project number

Date

Drawn by

Checked by



www.tonerarch.com

NOTES


1/4" = 1'-0"

A401

SECTIONS

21031


Brian Zoubek

1 September 2021

SK

IMT


1/4" = 1'-0"A401

1 Longitudinal Section1/4" = 1'-0"A401

2 Cross Section Through Stairs

No.

Description

Date