Sam Sanders Selected Work

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SAM SANDERS (609)417 - 8858 ssanders4th@gmail.com ssanders4th.com assoc. aia, noma 2023 selected work
ST. RESISDENCE OXFORD, MD / 2016
MARKET

This classic boating home on Maryland’s historic Eastern shore was an exploration of preservation, context, weather resistant design, finish detail, and bold color. In order to meet the strict bar of historic standards set by Oxford’s board, this project was designed to harmoniously integrate the late 18th century street facade of the house with the contemporary boat house addition.

software: autocad

Every detail of this project was meticulously considered, down to the cabinetry handles and hinges whilst maintaining a sleek simplified look. Building off the clients use of expressive color, this addition/ renovation brandishes bold blasts of blues and garnishes glowing greens. This residence on Market Street now stands as a modern local landmark on Oxford’s historic shores.

POUND RIDGE RESIDENCE BEDFORD, NY / 2017

1.

We were tasked with expanding and modernizing an early 20th century upstate New York estate. Paying close detail to the existing context of the house and considering long lasting, quality renovations, we assembled a design for a full kitchen renovation, a sunroom expansion, and a redesign of the first floor living spaces. This project focused heavily on a range of design and detailing elements, from the base board profile to the cobbling of the stonework. Pound Ridge is currently under construction.

8 A-403.00 5 A-403.00 4 A-403.00 9' 11 1/2" 64 1 / 4 1' 10" 11 0 11' 5 1/2" 9' - 7 1/2" 46 1 / 4 74 1 2 3' 0 1/4" 20 8' - 4 1/4" 30 41 0 21 19' - 10 1/4" 34 1 2 5' 1" 1' - 9 3/4" 8 3/4" 10' 3" 1' 11 3/4" 110 106 3 3 3 3 4 A-403.00 3 R.O. 3' 4 1/2" 51 0 1 /2 26 8 A-403.00 5 A-403.00 R.O. 5' 3" R O 83 3 /4 1 R.O. 10' 4 1/2" 51 0 1 / 2 3' - 1 1/2" 3" 3" 3" 3" 1 3 4 41 1 / 2 3' - 1 1/2" 3' 1 1/2" 6 3 / 4 61 3 4 4 A-403.00 5 106 4 4 A-403.00 A-600.00 7 A-600.00 2 A-600.00 8 4 3 A-600.00 9 106 8 A-403.00 5 A-403.00 70 9' - 11 1/2" 8 A-403.00 5 A-403.00 10 1 2 16 26 81 0 68 61 1 3' 0" 8 1 4 11 1 / 2 70 1 4 81 0 2 3 3 3 83 3 / 4 110 1 1 1 4 A-403.00 3 75 Drawings and Specifications as instruments of professional service are and shall remain the property of the Architect. These documents are not to be used, in whole or in part, for any project or purpose whatsoever without the prior specific written author ization of Preservation Green LLC. N 1/2" = 1'-0" 1 NORTH SUNROOM ADDITION 1/2" = 1'-0" 2 ELEVATION - NORTH 1/2" = 1'-0" 3 ELEVATION - WEST 1/2" = 1'-0" 8 SECTION 2 - WEST TO EAST 1/2" = 1'-0" 6 SECTION - EAST TO WEST 1/2" = 1'-0" 7 SECTION - NORTH TO SOUTH 1/2" = 1'-0" 4 SECTION - SOUTH TO NORTH 1/2" = 1'-0" 5 SECTION - WEST TO EAST NEW WOOD FLOOR TO MATCH EXISTING W/ RADIANT FLOOR NEW STONE FLOOR TO MATCH EXISTING SOUTH SUNROOM W/RADIANT HEAT NEW COPPER SCREEN DOORS TO MATCH EXISTING NEW MTL. AND GLASS DOORS PTD. CASED OPENING TO MATCH EXISTING SEE NOTE #2 SEE NOTE #5 SEE NOTE #2 PTD. FLAT DRYWALL CEILING W/ DUCT WORK ABOVE STANDING SEAM MTL. ROOF ON DECK & 2 X 10 RAFTERS W/ SPACE INSULATION FOR R38 2 X 6 STUD WALL @ 16 O.C. W/ BATT INSULATION FOR R19 & BRICK VENEER MIN. 24" PERIMETER FOUNDATION AT NEW ADDITION BRICK VENEER & CORBELLING SEE NOTE #5 PTD. WOOD PANEL GENERAL NOTES
WHITE WASHED BRICK VENEER TO MATCH SOUTH SUNROOM. 2. EXTERIOR WINDOWS & FRENCH DOORS TO BE DOUBLE PANE GLASS & STEEL CASEMENTS WINDOWS & INSECT SCREENS. COLOR & FINISH T.B.D.; RE-PURPOSE COPPER SCREEN DOORS. 3. NORTH SUNROOM ADDITION TO BE 5" CONCRETE SLAB MINIMUM ON GRADE W/ GRAVEL BASE, VAPOR BARRIER REINFORCED TIE BACK TO EXISTING STONE FOUNDATIONS. SUNROOM TO HAVE FLOATING OAK WOOD FLOOR TO MATCH EXISTING. 4. VESTIBULE TO BE STONE FLAGSTONE TO MATCH SOUTH SUNROOM W/ ELEC. RADIANT HEATED FLOOR 5. INTERIOR DOORS & WINDOWS TO BE SINGLE PANE GLASS & WOOD PANEL DOORS AND HARDWARE TO MATCH EXISTING; WOOD TYPE & FINISH TO BE APPROVED BY OWNER. RE-PURPOSE EXISTING HARDWARE WHERE POSSIBLE. CONTINUOUS 1-1/2" SLATE SILL AT WINDOWS STANDING SEAM MTL. ROOF DOOR CASING TO MATCH LIVING SPACE NEW PTD. DRYWALL OVER EXISTING STONE WALL EXISTING WALLS & FLOORS PTD. DRYWALL EXISTING WALL BREAKFAST TABLE TO BE PROVIDED BY OWNER SHELF & ROD OPENING TO FAMILY ROOM SEE NOTE #1 BUILT-IN BENCH SEAT W/ PULL-OUT DRAWERS SLATE STONE SILL 4 1 4 1 4 1 FOOTING DRAIN TO BE TIED INTO EXISTING DRAINAGE LINE FOOTING DRAIN TO BE TIED INTO EXISTING DRAINAGE LINE
PETRA MINISTRIES CAFE PITTSBURGH, PA / 2017

Looking to renovate their dated and under utilized 4000 square foot nursery space with a new, fresh modern Internet cafe, PETRA Ministries looks towards designing a space that will both attract and appeal to a growing younger generation. This interior renovation job is designed to reinvigorate and bring new life to both the church and the members to the congregation.

With this addition we are adding new seating for between 60 to 100 people, increased lighting, and new Ethernet / outlet portals.

Taking the best parts of major coffee shop/ cafe chains and adding a warm and fun tone, this renovation will act as the newest phase of the overall style of PETRA Ministries.

WH Install newwindows.Install in a mannerto protectthe finished surface ofthe santurary side ofthe partition. 9 26 - 7" 28 - 7" 260 4 - 1 4 - 1 4 - 1 4 - 1 4 - 1 4 - 1 4' 8" 8'9" 0 - 5 1 - 0" 240 7' - 2" +/5'3 1/4" 10' 0" 10' 0" 10' 0" 10' 0" 14' 0" 14' 0" 11' - 0" 12' 0" 14' 0" 9' 0" 14' - 0" Existing ceiling to remain Existing ceiling grid to remain, with new acoustic ceiling panels throughout. Modify grid around bulkhead of new ceiling area. Existing ceiling grid to remain, with new acoustic ceiling panels. Modify grid around bulkhead of new ceiling area. Existing ceiling grid to remain, with new acoustic ceiling panels. Modify grid around bulkhead of new ceiling area. Existing ceiling grid to remain, with new acoustic ceiling panels. Modify grid around bulkhead of new ceiling area. 4' x 8' custom ceiling panel 5" wide bulkhead 1'-0" wide bulkhead 11' 0" 12' 0" Painted GWB ceiling A101 3 2 A103 3 A103 4 A103 5 A103 8 A103 14' - 0" Celing mounted range hood A101 4 24" dia spiral duct Existing return air grille to remain Existing return air grille to remain New supply diffuser New supply register New return register Bulkhead and duct down from high ceiling above to new supply diffuser Bulkhead and duct down from high ceiling above to new return register Paintedpanel sub structure 6" x 6" x 6" block 6" x 6" x 9" block 6" x 6" x 12" block 6" x 6" x 15" block 18"ductpenetration 8'0" 4' - 0" 2' 0" 4'0" NOTFOR CONSTRUCTION SCALE PROJECT# DWG DATE Contractorsshall verifyand be responsible forall dimensionsand conditionson the job and theArchitectshall be notified immediately ofanydescrepanciesbetween thisdrawing,jobconditionsand dimensions. Thisdrawing and the ideas/designsrepresentedtherebyareand shall remain the propertyofthe Architectand no partthereofshall be copied,issued orused withoutthe expresswritten consent of the Architect Copyright2016,FrontStudio ArchitectsLLC DRAWNBY SEAL& SIGNATURE Asindicated 9/30/2016 2:29:12 PM A101 16-0800 Space Renovation Petra InternationalMinistries 9/30/2016 Author NewConstruction Plans 3/16" = 1'-0" 1 Plan New Construction 3/16" = 1'-0" 2 RCP Plan New Construction 3/8" = 1'-0" 3 4'x8'Ceiling PanelDetail 3/8" = 1'-0" 4 4' x 8' Ceiling Panel HVAC WH WH 1' - 0" 5' 2" 25' - 8 1/2" 13'8 1/2" 8' 0" 13' 2 1/2" 11'7" 4' 5 1/2" 61' - 5" 37'11" 12' 0" 24' 0" 8' 0" 11' - 10 1/2" 35' 3" 1' 6" 5'0" 7' 0" 3' 3" DW T30 Dbl. Oven REF FRG Pantry Shelves W/D 3'0" 7 0 0 3' 0" 6' 1" 260 9' 6" 13'0" 28 - 7" 8'9" 4' 8" B24 7' - 2" 2 A103 3 A103 4 A103 Electric Cooktop BS33 B18 B2712 B2712 Open 30" B2712 5 A103 Install new windows. Install in a manner to protect the finished surface of the santurary side of the partition. A103 9 2 2 2 R B E S A ES B R E S B R R S R RES B RES D RES C EXIST RES RES RES B RES C RES C EXIST EXIST EXIS EXST 3'0x7'0 3'0x7'0 3'0x7'0 3'0 7'0 1 1 1 1 1 1 RES RES RES RES RES RES RES RES C RES C A102 1 A103 1 Infill existing opening New door opening 10'-0" 14'-0" 14'-0" 11'-0" 12'-0" Existing ceiling grid to remain,with newacousticceiling panels.Modify gridaround bulkheadofnewceiling area. Existing ceiling grid to remain,with newacousticceiling panels.Modify gridaround bulkheadofnewceiling area. Existing return airgrille to remain Newsupplydiffuser 4' - 0" 2' 0" REVISIONS No. Description Date 3/16" = 1'-0" 1 Plan NewConstruction WH Install newwindows.Install in a mannerto protectthe finished surface ofthe santurary side ofthe partition. 26 - 7" 28 - 7" 260 4 - 1" 4 - 1"4 - 1 4 - 1 4 - 1 4 - 1 4' - 8" 8' 9" 0 - 5 1 - 0 240 7' 2" +/-5'3 1/4" 10'-0" 10'-0" 10'-0" 10'-0" 14'-0" 14'-0" 11'-0" 12'-0" 14'-0" 9' - 0" 14'-0" Existing ceiling to remain Existing ceilinggridto remain,with new acousticceiling panelsthroughout. Modifygrid around bulkheadofnew ceiling area. Existing ceiling grid to remain,with newacousticceiling panels.Modify gridaround bulkheadofnewceiling area. Existing ceiling grid to remain,with newacousticceiling panels.Modify gridaround bulkheadofnewceiling area. Existing ceiling grid to remain,with newacousticceiling panels.Modify gridaround bulkheadofnewceiling area. 4'x8'customceiling panel 5"widebulkhead 1'-0"widebulkhead 11'-0" 12'-0" PaintedGWB ceiling A101 3 2 A103 3 A103 4 A103 5 A103 8 A103 14'-0" Celingmounted range hood A101 4 24"dia spiral duct Existing return airgrille to remain Existing return airgrille to remain Newsupplydiffuser Newsupplyregister Newreturn register Bulkheadandductdown fromhighceiling above to newsupplydiffuser Bulkheadandductdown fromhighceiling above to newreturnregister Painted panel sub structure 6" x 6" x 6" block 6" x 6" x 9" block 6" x 6" x 12" block 6" x 6" x 15" block 18" duct penetration 8'0" 4' 0" 2' 0" 4'0" NOTFOR CONSTRUCTION SCALE PROJECT# DWG DATE Contractorsshall verifyand be responsible conditionson the job and theArchitectshall ofanydescrepanciesbetween thisdrawing,jobconditionsand dimensions. Thisdrawing and the ideas/designsrepresentedtherebyareand shall remain the propertyofthe Architectand copied,issued orused withoutthe expresswritten Architect Copyright2016,FrontStudio ArchitectsLLC DRAWNBY Asindicated 9/30/2016 2:29:12 PM 16-0800 Space Renovation Petra InternationalMinistries 9/30/2016 Author NewConstruction 3/16" = 1'-0" 1 Plan NewConstruction 3/16" = 1'-0" 2 RCP Plan New Construction 3/8" = 1'-0" 3 4' x 8' Ceiling Panel Detail 3/8" = 1'-0" 4 4' x 8' Ceiling Panel HVAC
GOVERNMENT HOUSE RESTORATION INITIATIVE ST. JOHNS ANTIGUA, ANTIGUA & BARBUDA / 2019

LEGEND:

Located in the Caribbean heart of the capital city of the tiny island nation of Antigua & Barbuda lives the historic Government House. Established in a Parsonage dating from the 1700s, Government House has been the official residence of the islands’ Governor General since 1800.

OPTION 1:

CUT

ON 6"

CONCRETE SLAB, SEE A-002/1

Through is nearly three century history, Government House has suffered from severe weather conditions, including hurricanes, earthquakes, and neglect.

WOOD BENCH

GENERAL NOTES:

PATH W/ 8"

CUT STONE BORDER, SEE A-002/2

AREA OPTION 2: RUNNING BOND BRICK

PATH, SEE OPTIONS ABOVE

1. ALL MASONRY WALLS TO BE REPAIRED, INCLUDING REPLACING AND REPOINTING TO MEET STRUCTURAL REQUIREMENTS, SSD.

2. INSTALL NEW FLOORING AND SUB-FLOORING OVER GRADED SOIL.

3. REPORT ARCHAEOLOGICAL OR HISTORIC FINDINGS TO A SUPERVISOR AND SUSPEND WORK IN AREA UNTIL SITE HAS BEEN EXAMINED AND REVIEWED. WORK MAY ONLY RESUME WILL WRITTEN APPROVAL TO PROCEED.

4. ALL DIMENSIONS AND LOCATIONS TO BE VERIFIED IN FIELD.

5. FINAL GRADING AND HEIGHTS TO BE COORDINATED BY CONTRACTOR, TO BE REVIEWED & APPROVED BY GHRI TEAM

The grounds, overgrown and romantic, feature exquisite mature specimen trees, including West Indian mahogany, red cedar, and lignum vitae. Conservation measures for the house, outbuildings, and the gardens are needed to stem the progressing decay, which, if ignored, will soon be impossible to repair and even more costly to reinstate.

GHRI has been a project for the people.

1 PROPOSED SITE PLAN 1/16" = 1'-0"
CROSS STREET CHURCH STREET INDEPENDENCE ROAD MOTORCOURT MAIN BUILDING WEST WING
EXISTING TREES
NEW ROYAL PALMNEW TREES
RANDOM
STONE
SEATING
WALKING
72" TYP. WOOD BENCH (NIC) 5' - 0" 8' OUTDOOR CLASSROOM W/ REASSEMBLED EXISTING STONE STEPS GATE HOUSE (NIC) GATE HOUSE PARKING (NIC) REPUROSE EXISTING BRICK FOR CROSSWALK (NIC) SERVICE BUILDING ADMIN. PARKING SERVICE COURTYARD GARAGE WOOD BENCH (NIC) 8'-0" BROOM SWEPT WALKING PATH W/ 8" SOLDIER COURSE (NIC) QUIET OUTDOOR CLASSROOM W/ POLISHED GREEN STONE MEMORIAL FOUNTAIN 5' - 0" OPTION 3: BROOM SWEPT CONCRETE WALKING PATH W/ 8" BRICK SOLDIER COURSE, SEE A-002/3 5' - 0" 8" 8" 3'-0" PHASE 1 PHASE 1 15'-6" EQ 15'-6" CROSSWALK
24" X

A local initiative to repair Government House has been developed with the goal of providing training and employment opportunities to underserved youth, people with disabilities, older people who are unable to find jobs, professionals with an interest in sharing their expertise, teachers, and the incarcerated.

Selected as the nations first LEED certified renovation and conservation project as well as being inducted into The 2018 World Monuments Watch, the WMF calls attention to the Government House and the restoration program as an opportunity to connect heritage solutions with issues of urban deprivation, health, and other social issues.

This three part design: landscaping of the Main Grounds, the renovation of the Main House, and the construction of the West Wing galleries and museum, mark a new, brighter future for such a pivotal and monumental part of the Caribbean architecture.

The GHRI is currently in construction.

software: autocad, illustrator, photoshop, model making

DLCC HOTEL CONCEPT DESIGN PITTSBURGH, PA / 2016

Built at the junction of Pittsburgh’s bustling downtown and cultural district, this conceptual proposal of the 180,000 sf David Lawrence Convention Center Hotel will be the newest shining icon in the city’s growing skyline.

Elevating the hotel five stories above Penn Avenue, overcomes the challenge of two small footprints by bridging 10th Street, and mirroring the DLCC. Connecting programatically to the DLCC, the hotel’s mixed-use program such as boutique shops, iconic restaurants and ballrooms, will be contained within a two-story hotel volume, hovering over a new urban plaza. By stretching along the entire Penn Avenue span, this will visually and perceptually unify the site and complete the street face.

At the street level plaza, a field of illuminated multicolored, multi-angular steel columns produces an intensely memorable and welcoming space. It will form a multi-sensory experience and spark visitors’ imaginations and emotions fro decades to come.

software:
autocad, sketch up, illustrator, photoshop
WARHOL HOTEL CONCEPT DESIGN PITTSBURGH, PA / 2016

Like his work, Andy Warhol has become an instantly recognizable icon.

This proposed conceptual hotel echoes Warhol’s Pop Articonography and becomes an architectural icon. Eliciting an intense emotional reaction and producing a memorable place and experience, this floating 4,000 square foot box presents itself as not only an event space and a stage, but also a beacon, a landmark and an icon.

This 125 room hotel, with places to eat, sleep, bathe and congregate, offers further opportunities to interact with visitors in dynamic and contemporary ways. Ultimately, the hotel is an amenity for and an extension of the museum, complementing the already iconic institution.

HOTEL FLOOR PLANS Number of Floors: Total Building Height: Total New Square Footage: Number of Rooms: Proposed Parking Spaces: New Retail Square Footage: New Apartment Square Footages: Parking Apartments Retail Entry Drive 10 floors 105 ft +/- 49000 sqft 43 rooms 5 spaces 2200 sqft 600 - 900 sqft STRUCTURAL DIAGRAM New Hotel Warhol Museum Event Space New trusses built into hotel structure. Truss Truss New beam New beam Tie new beams into existing columns to minimize impact on Warhol Museum. Rotate event space 7.5 from buildings and new structure. 7.5 ° New Apartments Number of Floors: Total Building Height: 125 ft Total New Square Footage: +/- 96000 sqft Number of Rooms: up to 155 rooms Existing Parking Spaces: 78 spaces (34 double-parked) Proposed Parking Spaces: 180 spaces (130% more) New Retail Square Footage: 4250 sqft New Event Space Square Footage: 4000 sqft Event Space Dimensions: 50 ft x 80 ft x 20 ft Garage Hotel Event Space Retail Hotel Entry HOTEL FLOOR PLANS HOTEL FLOOR PLANS Lobby Entry Drive Ramp to Garage Retail Restrooms Gym Conf. Service Service Loading Garage 100’ 50’ 0’ Guest Rooms Guest Rooms Typical Upper Floor Typical Lower Floor Ground Floor software: autocad, sketch up, illustrator, photoshop
PWSA: PGH20 2030 PLAN PITTSBURGH, PA / 2019 - 20

Located along the Allegheny River, the Water Treatment Plant (WTP) draws our water and treats it before it’s distributed to our customers in Pittsburgh and neighboring communities. With the last major modernization completed in 1969, the WTP, like much of the system, has suffered from a lack of investment for years.

In addition, PWSA will upgrade its two finished water pumping stations, both more than 50 years old. While the innerworkings of the plant are essential to the treatment and distribution of water, the exterior of the building, its connection to the river, and surrounding environment are also critically important to us.

The new water treatment facility will also incorporate a new community mural to highlight the historical significance of the rivers and their importance to Pittsburgh. PWSA currently estimates the initial investment to be approximately $120 million. PWSA envisions modernizing the buildings to meet current standards for energy efficiency, utilizing renewable energy, and adhering to industry leading green building standard.

software: rhino, illustrator, photoshop
WIGHTMAN PARK CONCEPT PLAN
sharpsburg public library SHARPSBURG, PA / 2015

The Borough of Sharpsburg began this project with the idea that their public library would become a centerpiece for Main Street, that would spark new vibrancy to their central commercial district. This library replaces a mundane building with a bold community asset that is sparking a change in perception of the district and be a harbinger of new development. The project involves an addition and renovation, tripling the size of the existing structure. Pittsburgh Quarterly describes the Sharpsburg Community

Library as “an effective metaphor for the experience of the library as a place where a community assembles.” Built within a tight budget of $206 /sf, the library is not only well suited to the intellectual stimulation of reading, but also captivates users and the entire community and can accommodate many activities dynamically. This library is not only an inviting and memorable experience... not just a place to go, but now, a place to be.

This former loft and multi level production factory has been converted into a modern, up and coming multi-family condominium. Located in the center of Manhattan’s financial district, this Tribeca repurposed historical landmark seamlessly blends preservation and historic conservation with clean, simplified and high end living.

This project has been laid out as a fully fledged project with full design and production engagement including: project management, systems coordination, design/ build, construction documents, ASIs, revision bulletins, door/ window and finish schedules, and spec and finish management. Covering everything from interior design to HVAC and electrical coordination, Reade Street is a highly and extensefully detail orientated project that both pays respect to the rich story of what was, but also paves the way for what will be.

66 Reade is currently under construction.

ST. CONDOMINIUM NEW YORK, NY / 2020
READE
UP 20 DN W D A 3 8 2 4 SEAL & SIGNATURE DATE: PROJECT No.: DRAWING BY: SCALE: DWG No.: PROJECT 12 AUG. 2013 READE STREET LOFT CONVERSION 66 READE STREET NEW YORK, NY 10007 DOB EMPLOYEE STAMPS & SIGNATURES DOB BSCAN STICKER ARCHITECT REVISIONS DATE DESCRIPTION PHILIP LOGAN, AIA PRESERVATION GREEN, LLC. 431 EAST 12TH STREET, NEW YORK, NY 10009 TEL 212 358 0538 OWNER HIEBER READE STREET, LLC. 66 READE STREET, NEW YORK, NY 10007 TEL 212 251 0790 1 THIRD FLOOR PLAN 1/4"= 1'-0" A-204.01 THIRD FLOOR PLAN KITCHEN 194 SF 308 GUEST BATHRM 312 ENTRANCE FOYER 77.1 SF 302 LIBRARY MEDIA RM. 127 SF 306 CL. 304 POWDER RM 303 MASTER BATH 323 WALK-IN CL. 321 MASTER BEDROOM 273.7 SF 320 GALLERY 301 GALLERY 310 CL. 319 CL. 317 BEDROOM 1 122.7 SF 318 BEDROOM 2 150.2 SF 316 BEDROOM 3 161 SF 313 GUEST BATHROOM 315 WALK-IN CL. 314 UTILITY 311 ELEV. 1 390 STAIR 1 392 DINING ROOM 419.4 SF 307 LIVING ROOM 421 SF 305 HALL 391 A700 320.A 318.A 313.A 310.A 311.A 315.A 320.C L: 30.81 V: 15.51 L: 30.81 V: 15.51 L: 30.81 V: 15.51 L: 30.81 V: 15.51 L: 30.81 V: 15.51 L: 30.81 V: 15.51 L: 30.56 V: 10.74 L: 30.56 V: 10.74 L: 30.56 V: 10.74 L: 30.56 V: 10.74 L: 30.56 V: 10.74 L: 30.56 V: 10.74 PROPERTY LINE PROPERTY LINE F.D. A508 A502 A A502 B A503 C A503 CL. 325 R R R R R R R R R R R R A509 04 NOV. 2013 APPROVED DOB SET 16 DEC. 2014 ISSUED FOR CONSTRUCTION 29 MAY 2015 REVISED 01 NOV. 2015 ALT. 1 AMENDMENT 13 APR. 2016 REISSUED FOR CONSTRUCT. GENERAL NOTES: 1.THE ENTIRE BUILDING IS TO BE WET SPRINKLERED. THE SPRINKLER WILL BE FILED UNDER A SEPARATE APPLICATION. 2.ALL TOILETS AND BATHROOMS SHALL HAVE MINIMUM OF 50 CFM EXHAUST; MECHANICAL VENTILATION WORK IS FILED UNDER A SEPARATE APPLICATION. 3.PROTECT ALL EXPOSED CAST IRON COLUMN WITH 2 SPRINKLER HEADS, TYP. 4.ALL SWITCHES TO BE DIMMER CONTROLLED, U.O.N. 5.ALL EXISTING OPENINGS WALLS TO BE VERIFIED IN FIELD. 6.ALL DIMENSIONS TO MASONRY WALLS ARE TO ROUGH OPENING (R.O.). ALL DIMENSIONS TO INTERIOR PARTITIONS ARE TO FACE OF FINISH (F.O.F.) AND TO BE VERIFIED IN FIELD. ALL DISCREPANCIES TO BE BROUGHT TO ARCHITECT'S ATTENTION. 7.ALL EXISTING EXPOSED MASONRY WALLS TO BE SCRAPED CLEAN OF LOOSE DEBRIS, REPOINTED & SEALED WITH MATTE SEALER. 8.DRYWALL NOTE, ALL FINISH DRYWALL SURFACES TO BE LEVEL FINISH 9.DRYWALL NOTE, ALL CORNERS TO HAVE CORNER BEAD 10.SEE TYP. W.C. DETAIL SHEET 11. SEE FINISH FURNITURE PLAN FOR C.T. 12. SEE FURNITURE FINISH FLOOR PLAN & FINISH SCHEDULE FOR INTERIOR FINISHES & ROOM DETAILS 13. USE TYPE X "QUIET ROCK" ON W3 PARTITION TYPE 14.MASTER BATHROOM STEAM SHOWER EQUIPMENT LOCATED IN UTILITY ROOM A511 A511 SIM. 05 OCT. 2016 ISSUED FOR DRYWALL BID TYP TYP 16 DEC. 2016 REVISED A511 1 A512 1 TYP. SPRINKLER STANDPIPE NOTE NOTE 3 GAS FIREPLACE PROVIDE ELECTRIC AND GAS 2A EXISTING MASONRY WALL, 3HR-RATED 10'-6 17'-3 2'-9 V.I.F. 67'-4 8'-0" 49'-1" 4'-10 28'-7 1'-2 4'-4 4'-10 2'-10 4'-10 3'-2 4'-10 4'-3 4'-10 3'-6" 4'-10 4 1'-5" A303 A300 2 301 A302 A301 2 PROVIDE DEDICATED SPRINKLER AT WINDOW ADJACENT TO FIRE ESCAPE PER MDL 277 7B(8) AND BC 26-653 15'-2 13'-4 5" 3'-6" 8'-2 5" 7" 10'-11 2'-0" 5" 5" 3'-0" 9'-5 5'-0" 5" 3'-10 7'-7 5" 17'-7" 17'-6" 11'-4" 10'-10 9'-5 5" 12'-10 10'-0" 15'-0 5" 5" 6 6 4 5" 7'-2" 4'-0" 5" 5'-8" 3'-0" 13'-7" 8'-3 7'-0" 16'-0" 48'-9" 8'-4 6'-0" 5" 13'-4" 3'-4" 10'-3 7'-2" 8" 5'-3 13'-4" 3'-10" 1'-10 2'-0" 5'-9 5" 3'-10" 3'-6" 4'-3 2'-0" W1b W1 W1 W1 W1 W4 W4 W5 W5 W2 2B 2B 2B 2B 2B W5 W5 W1 W1 W1 W4b W1 W4 W1 5" 13'-6" 7'-7 7" 2'-2" 8'-9" 4'-1" STONE THRESHOLD STONE THRESHOLD 6'-8" 1'-4" 10" 5" 3'-10 5" 6 5'-0" 7" 6'-4" 4'-7" 4'-9 8'-0" 4'-9 V.I.F. INT. R.O., V.I.F. INT. R.O., V.I.F. INT. R.O., V.I.F. INT. R.O., V.I.F. INT. R.O., V.I.F. INT. R.O., V.I.F. 4'-8 3'-5" 4'-8" 3'-4" 4'-8" 3'-2 4'-8 3'-4 4'-8 3'-5" 4'-8 1'-11" 2'-4 ADD LINT ACCESS PANEL @ VENT 8'-0" 1'-4" W9 W1a W9 W1b W1 W9 W9 W1 9'-7 2'-2" 31'-9 4'-4" W5 W5 SEE NOTE #7 W1a W1 W1 W1 W1 W1 W1 W1 W5 W5 W6 W1 W1 W5 W9 W2 W5 W1 8 2'-8" 10" W1b 2'-8" 5'-7 ALIGN LAMINATED GLUED GYP.BD. LAMINATED GLUED GYP.BD. LOCATION OF WT/ BOILER, SEE ASI-029.00 W5 W5 W9 W1 W1 3'-5" 6'-0" 6 6'-6 5" 17'-3 20 JUL. 2017 REVISED CL. 324 CL. 322 049 ASI 049 ASI 049 ASI W11 W11 W11 W11 W11 W11 W1b W11 W11 W11 9'-7 1'-8" 05 JUL. 2018 REVISED A-504.00 WEST PENTHOUSE BATHROOMS 5'-0" 1'-3 1/2" 2'-8" 1'-4 1/2" 2'-10" 4'-9" 5'-6" 3'-4 1/2" 2'-5" 3'-7" E WEST PENTHOUSE MASTER BATH 1/2"= 1'-0" E4 NORTH ELEVATION 1/2"= 1'-0" E3 WEST ELEVATION 1/2"= 1'-0" E2 SOUTH ELEVATION 1/2"= 1'-0" E1 EAST ELEVATION 1/2"= 1'-0" F WEST PENTHOUSE MASTER BATH 1/2" 1'-0" F4 NORTH ELEVATION 1/2"= 1'-0" F3 WEST ELEVATION 1/2"= 1'-0" F2 SOUTH ELEVATION 1/2"= 1'-0" F1 EAST ELEVATION 1/2"= 1'-0" G WEST PENTHOUSE GUEST BATH 1/2" = 1'-0" G4 NORTH ELEVATION 1/2"= 1'-0" G3 WEST ELEVATION 1/2"= 1'-0" G2 SOUTH ELEVATION 1/2"= 1'-0" G1 EAST ELEVATION 1/2"= 1'-0" SHOWER CURB UNDERMOUNT TUB (TUB-3) W/ STONE SURROUND (CS-1) GLASS PANEL 8'-6" 2'-3" 3'-0 1/2" 3'-7" 3'-2 1/2" 7'-0" 5'-6" 10 1/2" 6'-10" SEAL & SIGNATURE DATE: PROJECT No.: DRAWING BY: SCALE: DWG No.: PROJECT 17 APR. 2015 READE STREET LOFT CONVERSION 66 READE STREET NEW YORK, NY 10007 DOB EMPLOYEE STAMPS & SIGNATURES DOB BSCAN STICKER ARCHITECT REVISIONS DATE DESCRIPTION PHILIP LOGAN, AIA PRESERVATION GREEN, LLC. 431 EAST 12TH STREET, NEW YORK, NY 10009 TEL 212 358 0538 OWNER HIEBER READE STREET, LLC. 66 READE STREET, NEW YORK, NY 10007 TEL 212 251 0790 Drawings and Specifications as instruments of professional service are and shall remain the property of the Architect. These do be used, in whole or in part, for any project or purpose whatsoever without the prior specific written authorization of Preser ISSUED FOR CONSTRUCTION GENERAL NOTES: 1.ALL BATHROOMS TO HAVE LATICRETE-HYDROBAN, WATERPROOF MEMBRANE ON FLOORS AND UP 6" MIN. @ ALL WALLS. 2.SHOWERS TO HAVE LATICRETE-HYDROBAN ON ALL WALLS UP TO 7' BEFORE LAYING TILES. 3.REFER TO SPECIFICATIONS FOR FINISHES, EQUIPMENT AND FIXTURE TYPES. 4.DIMENSIONSARE TO F.O.F. UNLESS OTHERWISE NOTED. 5.ALL MOUNTED FIXTURES AND CABINETS TO HAVE BLOCKING AS REQUIRED. WALL MOUNTED RAIN SHOWER, HAND HELD SHOWER & THERMOSTAT (SHW-1.2) (SHW-4.2) (SHW-H1.2) 1/2" TEMPERED GLASS SHOWER ENCLOSURE FOR STEAM SHOWER WITH 30" HINGED DOOR STACKED STONE TILE (ST-3) RECESSED MED. CAB. (CAB-B3.2) WITH INTEGRATED (LF-B1) WALL HUNG VANITY WITH 7/8" STONE VANITY TOP (CS-1) TILED NICHE (ST-3) WITH 1/2" STONE SHELF (CS-1) THREE HOLE FIXTURE (FCT-B1.3) UNDERMOUNT SINK (SNK-B1.2) TOWEL BAR (ACS-B3.1) DUAL FLUSH (TLT-1) TOILET PAPER HOLDER (ACS-B2.1) 1/2" TEMPERED GLASS SHOWER ENCLOSURE FOR STEAM SHOWER WITH 30" HINGED DOOR WALL HUNG MIRROR TO BE FLUSH WITH MEDICINE CABINETS TOWEL BAR (ACS-B3.1) (CAB-B1.2) WITH INTEGRATED ACCENT LIGHTING (LF-B1) POCKET WOOD DOOR AND WOOD CASING 1/2" TEMPERED GLASS SHOWER ENCLOSURE FOR STEAM SHOWER WITH 30" HINGED DOOR WALL MOUNTED RAIN SHOWER, HAND HELD SHOWER THERMOSTAT (SHW-1.2) (SHW-4.2) (SHW-H1.2) WALL HUNG VANITY WITH 7/8" STONE (CS-1) THREE HOLE DECK MOUNT FIXTURE (FCT-B1.3) UNDERMOUNT SINK (SNK-B1.2) DUAL FLUSH WALL HUNG W.C. (TLT-1) WALL HUNG VANITY WITH 7/8" STONE VANITY TOP (CS-1) THREE HOLE DECK MOUNT FIXTURE (FCT-B2) (SNK-B2) DUAL FLUSH WALL HUNG W.C. (TLT-1) RECESSED MED. CAB. (CAB-B1.2) WITH INTEGRATED ACCENT LIGHTING (LF-B1) WALL-MOUNTSHOWER BAR, HAND HELD SPRAY TUB FILLER WITH THERMOSTAT (SHW-SB1.1) (SHW-HS1) (SHW-WO1) (SHW-5) (SHW-TF1) TOWEL BAR (ACS-B3.1) STACKED STONE TILE (ST-3) STACKED CERAMIC TILE (CT-1) SURFACE MOUNT MIRROR PANEL FLUSH WITH MED. CAB. STAGGERED STONE TILE (ST-3) STAGGERED STONE TILE (ST-3) STAGGERED PORCELAIN TILE (PT-3.1) 16 DEC. 2014 29 MAY 2015 REVISED 13 APR. 2016 REISSUED FOR CONSTRUCT. SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 SEE NOTE #5 6.FINISH LEVEL @ DRYWALL TO BE LEVEL 4 7.ALL MOUNTED FIXTURES AND CABINETS TO HAVE BLOCKING AS REQUIRED. 8.SEE A-001 THRU A-006 FOR ADDITIONAL GENERAL NOTES 9.COORDINATE ROUGH OPENING FOR FINAL RECESSED MED. CAB. TO BE PROVIDED BY OWNER 10.COORDINATE FRAMING WITH WALL MOUNTED CARRIER FOR W.C. 11.SEE A-006.00, FOR ALL TYPICAL ADA BLOCKING REQUIREMENTS SEE NOTE #9 SEE NOTE #9 SEE NOTE #9 3'-10 1/2" ADD TILE RECESS RECESSED 05 OCT. 2016 ISSUED FOR DRYWALL BID 2'-6" 4'-8" 3'-7" 1'-0 1/2" 3 1/2" 5" 1'-6" 5" 2'-8" 2'-5" 16 DEC. 2016 REVISED 8'-6" 8'-6" 1'-3 1/2" software: autocad
CD SAMPLES VARIES / 2018 - 2023
ADDITIONAL
REVISIONS CLIENT Drawings and Specifications as instruments of professional service are and shall remain the property of the Architect. These do cuments are not to be used, in whole or in part, for any project or purpose whatsoever without the prior specific written autho rization of Preservation Green LLC. ARCHITECT CONTRACTOR 28673 STRUCTURAL GEOTECHNICAL 1 FIRST FLOOR PLAN 1/4"= 1'-0" 2 SECOND FLOOR PLAN 1/4"= 1'-0" DINING ROOM NO CHANGE 103 BREAKFAST ROOM 106 KITCHEN N10 NORTH PORCH N14 LAUNDRY PANTRY N11 BEDROOM NO CHANGE 203 LIBRARY NO CHANGE 208 MASTER BEDROOM N20 MASTER BATHROOM N22 HALL N21 MUD ROOM N13 EAST DECK N15 UP UP 24'-812" 8'-0" V.I.F. 129'-8 4 4'-0" 10'-4 3 4 " 15'-112" 3'-0" 4'-7" 18'-512" 6'-9" 24'-812 " 10'-2" 129'-8 4 " 9'-4" 10'-2 3 8 5'-8" 17'-1112 5'-1" 5'-0 3 8 " 10'-4 3 4 " 19'-5 8 " 9'-9" 8'-6" 6'-9" 4'-0" COUNTER W/ MILLWORK VANITY AND UNDER-MOUNT SINKS WALL MOUNTED TUB FILLER CLOSE OPNG & REMOVE TRIM, FINISH WALL TO MATCH EXISTING DN DN DN RELOCATED WASHER AND DRYER SINK PURCHASED BY OWNER, CENTERED ON WINDOW WOOD BENCH WITH SHOE STORAGE COMPARTMENTS BELOW LACANCHE RANGE, CENTER BETWEEN TABLE AND COUNTER, PURCHASED BY OWNER COUNTER, ISLAND TILE, BACK SPLASH, SINK FIXTURE AND SINK PURCHASED BY OWNER & INSTALLED BY GC 32" FARM SINK, CENTER AT BANK OF WINDOWS 1X6 IPE BOARD DECK W/ 1 4 SPACING. COUNTER SUNK ST. STL. SCREWS, PLUGGED, SANDED, AND SEALED ON 2"X10" PT. JOISTS @16" O.C. REF. WOOD FLOORING THROUGHOUT TO MATCH EXISTING, REUSE SALVAGED FLOORING IF POSSIBLE WOOD FLOORING CENTER NEW WINDOWS IN KITCHEN ON EXISTING WINDOW IN SUNROOM CENTER NEW WINDOWS IN MASTER BEDROOM ON EXISTING WINDOW IN BEDROOM / WORK OFFICE VERIFY ALIGNMENT 3'-1" 1'-10" 9'-9" 4'-6" 4'-0" 11 12 13 15 14 04 02 01 03 42" REFRIGERATOR FURNISHED BY OWNER SLOPED SHOWER THRESHOLD AND FLOOR TO DRAIN 6'-212" 11'-1" 6'-612 " 113'-2 2 " 4'-8 3 4 " 5'-10" 4'-3" 8'-214 " 9'-23 8 " 7'-37 8 " 117'-6 4 " 10'-11" 4'-9 5 8 " REFRAME & FLASH FOR NEW SLIDING DOORS W/ SCREENS 3'-0'' NEW DOOR WITH REUSED SCREEN DOOR A200 1 A400 2 A400 1 A601 1 15'-2 4 3 A200 A200 2 6'-212" V.I.F. 11'-1" 6'-612 " 15'-2 4 DOUBLE HEIGHT SHELVING ALONG EDGE OF STAIRS A300 3 RELOCATED WALL OVENS STONE SILL AT TUB STAIRS TO CELLAR, (11) RISERS @ 7 " AND (10) TREADS @ 10" VERIFY LOCATION & DIMENSIONS OF EXISTING CHIMNEY TO REMAIN MARBLE CORNER BENCH A300 4 A300 3 A200 1 3 A200 GENERAL NOTES: 1. VERIFY EXISTING DIMENSIONS AND COORDINATE WITH NEW 2. EXTERIOR DIMENSIONS TO OUTSIDE FACE OF PLYWOOD SHEETING 3. ALL NEW INTERIOR DIMENSIONS TO FACE OF FINISHED DRYWALL 4. MATCH FFE OF ADDITION TO FFE OF EXISTING ADJACENT ROOM 5. WOOD FLOOR THROUGHOUT, UNLESS NOTED OTHERWISE 6. ALL WINDOWS IN ADDITION TO BE NEW UNLESS NOTED OTHERWISE 7. USE CLOSED CELL FOAM INSULATION AT ALL EXTERIOR WALLS 8. SEE STRUCTURAL DRAWINGS FOR FRAMING AND DETAILS 9. ALL WINDOWS WITHIN 18" OF FLOOR WILL HAVE APPLIED VINYL COATING AS SAFETY GUARD NEW SHELVING 3'-5" 3'-4" 4'-9" 3'-2" 4'-10 3 4 CASEMENT WINDOW PROVIDES REQUIRED 5.7 SF EGRESS FOR 2ND FLOOR BEDROOM. SEE WINDOW SCHEDULE FOR MIN. CODE REQ. BRICK LANDING & BOTTOM LANDING TO MATCH EXISTING 06 05 2-STOP RESIDENTIAL ELEVATOR STAIRS TO SECOND FLOOR, (14) RISERS @ 7 " AND (12) TREADS @ 11" EQUIP ROOM N12 NEW 2'-0" DEEP COAT CLOSET WITH ACCESS PANEL RELOCATE FIRST FLOOR AIR HANDLER TO SPACE BELOW STAIR, IF POSSIBLE, A&A TO VERIFY 6" 1'-212" 10 3 4 5'-11" LINEAR DRAIN OPEN TO BELOW, HANDRAIL AT 10" OPENING LAUNDRY CHUTE WITHIN MILLWORK, CONNECTED TO LAUNDRY PANTRY BELOW BRICK RAMP BRICK STEPS WITH SOLDIER COURSE 2X8 PT JOISTS @ 16" O.C. OR COMPOSITE F.F. ELEV. +7.81' F.F. ELEV. +7.98' F.F. ELEV. +16.31' F.F. ELEV. +16.31' F.F. ELEV. +7.98' 18" HIGH BENCH A401 1 A402 1 A401 1 A402 3 A401 2 WOOD BENCH 3'-6" 3'-0" A302 2 A302 3 5'-0" 2'-2" 2'-2" 8" 5'-0" 10'-2" EXTERIOR SUMP PIT W/ CONNECTION TO CISTERN/ DRYWELL 4" X 4" NEWEL POST A300 2 A300 2 BROOM CLOSET 72'-0" 1 A300 1 A300 SEE NOTE #9 UPPER SHELVING FOR TOWELS M. BATH SEE NOTE #9 SEE NOTE #9 A300 4 A402 2 SLOPE
CLOSED CELL SPRAY FOAM INSULATION AS REQUIRED FOR R-38 FELT UNDERLAYMENT 1 2 MIN SHEATHING CEDAR TRIM AND FASCIA TO MATCH EXISTING PAINTED 1 2 CEDAR SOFFIT WITH CONTINUOUS AIR VENT AND INSECT SCREEN TO MATCH EXISTING PROFILES + 7.98 FIRST FLOOR F.F. ELEV. GRADE VARIES + 16.31 SECOND FLOOR F.F. ELEV. GUTTER AND DOWNSPOUT TO MATCH EXISTING METAL DRIP EDGE CLIENT Drawings and Specifications as instruments of professional service are and shall remain the property of the Architect. These do cuments are not to be used, in whole or in part, for any project or purpose whatsoever without the prior specific written autho rization of Preservation Green LLC. ARCHITECT CONTRACTOR 28673 STRUCTURAL GEOTECHNICAL 1 WALL SECTION @ NEW BRICK PORCH STEPS 1 1/2" = 1'-0" 2 WALL SECTION @ NEW BRICK PORCH & ADDITION WALL 1 1/2" = 1'-0" 3 TYP. WALL SECTION @ NEW ADDITION 1 1/2" = 1'-0" SLOPE 4" 1'-0" SLOPE 1 4 1'-0" + 1.06 CRAWLSPACE F.F. ELEV. CONTINUOUS ADHESIVE HOUSE WRAP SEALALOT GASKET @ BASE OF PLYWOOD 4 PLYWOOD SHEATHING 2X10 FLOOR JOISTS @16" O.C. WITH BATT INSULATION/ OR CLOSED CELL FOAM AS REQUIRED FOR R-19 METAL DRIP EDGE 2X12 WOOD PLATE BOLTED TO FOUNDATION WALL, S.S.D. SLOPE GRADE AWAY FROM HOUSE ALONG PERIMETER INCLUDING BELOW PORCH, STAIRS, AND DECK WAFER WEEP HOLES @ 24" O.C. BRICK AND GROUT TO MATCH EXISTING COMPLETELY FILL RECESS BEHIND BRICK UP TO WEEP WITH MORTAR COMPACTED GRAVEL 12" REINFORCED CMU/ CONCRETE FOUNDATION WALL WITH BRICK SHELF BELOW GRADE WATER PROOFING, SEE GEOTECH ENGINEER CONTINUOUS EXTERIOR PERIMETER DRAINAGE STEEL REBAR AS REQ., S.S.D. CONCRETE FOOTER, S.S.D. EARTH BASE BOARD TRIM PROFILE TO MATCH EXISTING 8 GYP. BOARD WITH LEVEL 4 FINISH CLOSED CELL SPRAY FOAM INSULATION AS REQUIRED FOR R-19 AT WALLS WOOD SHINGLE SIDING WITH FURRING STRIPS @ 16" O.C., FINISH TO MATCH EXISTING 2X10 FRAMING @ 16 O.C. W/ SOUND BATTS FINISH FLOOR ASSEMBLY CLOSED CELL SPRAY FOAM INSULATION AS REQUIRED FOR R-19 AT WALLS CEDAR TRIM AND FASCIA TO MATCH EXISTING 4" CEDAR BASE TRIM CONTINUOUS METAL DRIP EDGE REINFORCED CONCRETE LANDING FOR BRICK PORCH, S.S.D. 2X12 WOOD PLATE BOLTED TO FOUNDATION WALL, S.S.D. 12" REINFORCED CMU/ CONCRETE FOUNDATION WALL WATER PROOFING, SEE GEOTECH ENGINEER 3 4 PRESSURE TREATED PLYWOOD ON 2X3 FURRING STRIPS @ 16" O.C. CONDITIONED CRAWL SPACE CLOSED CELL SPRAY FOAM INSULATION CONCRETE SHELF FOR BRICK CLADDING, SEE STRUCT. DWGS 16" REINFORCED CMU/ CONCRETE FOUNDATION WALL WITH BRICK SHELF BELOW GRADE 2" RIGID INSULATION WITH VAPOR BARRIER COMPACTED GRAVEL STEEL REBAR AS REQ., S.S.D. CONCRETE FOOTER, S.S.D. EARTH WOOD SHINGLE SIDING WITH FURRING STRIPS @ 16" O.C., FINISH TO MATCH EXISTING CONTINUOUS ADHESIVE HOUSE WRAP SEALALOT GASKET @ BASE OF PLYWOOD HALF CUT PRESSURE TREATED 4X4 POSTS CLAD WITH PTD. CEDAR TRIM WITH BEVELED EDGES 3 4 PLYWOOD SHEATHING CLOSED CELL SPRAY FOAM INSULATION AS REQUIRED FOR R-19 AT WALLS 5 8 GYP. BOARD WITH LEVEL 4 FINISH REINFORCED CONCRETE LANDING FOR BRICK PORCH, S.S.D. 1" SQUARE PTD. CEDAR PICKETS SPACED @ 4" MAX WITH 3" PTD. WOOD HANDRAIL SIMPSON POST ROD AT BASED OF POSTS AS REQUIRED, S.S.D. 2" RIGID INSULATION WITH VAPOR BARRIER COMPACTED GRAVEL BED COMPACTED GRAVEL WATER PROOFING, SEE GEOTECH ENGINEER CONTINUOUS EXTERIOR PERIMETER DRAINAGE SOLDIER COURSE BRICK ON MORTAR SETTING BED, BRICK & GROUT TO MATCH EXISTING CONCRETE SHELF FOR BRICK CLADDING, SEE STRUCT. DWGS CONCRETE SHELF FOR BRICK CLADDING, SEE STRUCT. DWGS REINFORCED CONCRETE GRADE BEAM AT LEAST 24" BELOW GRADE, S.S.D. EARTH SLOPED MODULAR BRICK PORCH, SEE A-102 FOR PAVING PATTERN 8 GYP. BOARD WITH LEVEL 4 FINISH 5" CONCRETE SLAB SLOPED TO SUMP PUT, S.S.D. STEEL HANGER, ANCHORED TO BASE PLATE AND PORCH ROOF RAFTERS 2X8 BASE PLATE AT PORCH ROOF FLASHING AT EDGE BETWEEN SIDING AND PORCH ROOF 2X10 RAFTER WOOD SHINGLE SIDING WITH FURRING STRIPS, 16" O.C. BATT. OR CLOSED CELL FOAM INSULATION AS REQUIRED FOR R-19 WALLS BIRD'S MOUTH RAFTER CUTS WOOD SHINGLES TO MATCH EXISTING SIDING OR EQUAL, HOUSE WRAP, AND SHEATHING TO RUN CONTINUOUSLY EXTERIOR GRADE T&G BOARDS PAINTED SKY BLUE HALF CUT PRESSURE TREATED 4X4 POSTS CLAD WITH PTD. CEDAR TRIM WITH BEVELED EDGES BEYOND DBL. BACK PAINTED PRESSURE TREATED 4X4 POSTS CLAD WITH PTD. CEDAR TRIM WITH BEVELED EDGES 2X10 BEAMS WITH PLYWOOD BLOCKING CEDAR TRIM & FASCIAS, DOUBLE BACK PRIMED GUTTER AND DOWNSPOUT TO MATCH EXISTING METAL FLASHING AT EDGE 2X8 RAFTER, 16" O.C. 1" MIN SHEATHING WITH 30 LBS FELT UNDERLAYMENT STANDING SEAM METAL ROOF, COLOR TO MATCH EXISTING FRONT PORCH ROOF EXTERIOR GRADE T&G BOARDS PAINTED SKY BLUE ALIGN W/ EXISTING
DW UP R/F LIVING ROOM PORCH REAR DECK GARDEN POWDER ROOM 19' 0" 18' 0" 15' 11" 6' 1/2" 3' 0" 9' 8" 3' 6" 3' 5" 3' 0" 20' 0" 2' 9" 3' 0" 3' 0" 15' 6" 19' 0" 14' 2" 5' 0" W/D KITCHEN / DINING ROOM 6' 6" M 6' 1/4" PROPERTY LINE R/F 4' 10" 4' 10" 5' 6" 14' 1/4" 2' 6" 3' 9 1/4" 14' 1/4" 8' 10" 29' 2 1/2" 20' 0" 2' 2 1/4" 1' 6" 21' 10 1/2" 10' 1/2" 1' 1/2" 2' 0" 5' 7" 6' 2" 9' 11" 17' 9" 16' 8" 9' 0" 1' 4" 5'5" BREEZEWAY KITCHEN DINING LIVING POWDER ROOM LAUNDRY MEDIA UP UP UP Bed Room Bed Room 13' 9" 12' 11" 8' 4" 4' 5" 19' 3/4" 3' 1 1/4" 3' 0" 10' 9" Bath Mas er Bath Master Bedroom 207 Tilghman PROPERTY LINE EXISTING HOUSE 3' 2" 3' 2" 2' 0" 14' 2" 15' 6" 6' 11 1/4" 6' 9 1/2" 9' 9 1/4" 5' 1/4" 10' 11 1/2" 5' 6" 8' 10" 11' 10" 1' 6" 8' 7" 3' 7 1/4" 9' 1" Bedroom/Studio Bath W/D DN DN Drawings and Specifications as instruments of professional service are and shall remain the property of the Architect. These do cuments are not to be used, in whole or in part, for any project or purpose whatsoev er without the prior specific written autho r ization of Preservation Green LLC. 1/4" = 1'-0" 2 FIRST FLOOR 1/4" = 1'-0" 1 SECOND FLOOR
EMPLOYEE LOUNGE 103 WOMENS 104 MENS 105 SAFE DEPOSIT BOXES 111 WORK ROOM 109 MECHAN CAL 108 VEST BULE 101 CORR DOR 106 LOBBY 116 TELLERS 110 4' - 0" 4' - 8" R.O. 3' 6" 4' 8" R.O. 3' 8" 4' 8" R.O. 3' 6" 4' - 8" R.O. 4' - 0" 4 A301 4 A301 A301 A301 2 A302 2 A302 4'0" 4'8" M.O. 4'0" 3'0" 4'8" R.O. 1' 8" 16'8" 1'8" 4'8" R.O. 3'0" 4'0" 1' 6" 5' 1" 7' - 8" 8' - 0" 33' - 1/2" M.O. 3' - 4 1/2" 9' 6" 4'0" 35'4" 12'8" 7'8" 18' 4" 13'4" 52'0" 7' - 8" 8' - 0" 37' 4" 10' 0" 63' - 0" 6' 7" 61' 8" 1' 4" 69' 7" 44' 4 3/8" 9' 8 3/8" 15' - 5 3/4" 7' 8 7/8" 7' 8 7/8" 5' - 4 7/8" 12'8" 17'4 7/8" 8'2 1/4" 8' - 0" 14' - 0 1/4" 11' - 11 3/8" 10' 4 7/8" 9' 8 3/8" 10'11 1/4" 27'1 1/2" A401 BRANCH MANAGER 113 CONFERENCE ROOM 114 WAIT NG 115 HOTEL 112 TELLERS 102 A703 9" 10' - 0" 3' - 0" 10' 0" 3' 0" 10' - 0" A702 3 A705 5'0" 6'4" 5'0" 5'4 3/4" 7'3 1/4" 1'6" 12'10" 1'6" 6'11 1/4" 27'1 1/2" 101A 101B 104A 103A 105A 107A 109A 108A 111A 114A 113A 112A 2D 2D 2D 2D 2D 2D 28D 2D 2D 2D 2D 28D 2D 2D 2D 2D 28D ABOVE 13'6" 8'4" R.O. 13'6" ABOVE ABOVE ALIGN ALIGN ALIGN ALIGN ALIGN FFT FFT 5'0" C L C L FEC A702 A702 2 A B 2 3 1 4'0" A103 2 A103 1 CORR DOR 107 COIN COUNTER NES CHECK CASHING DESK CONC. COND. PAD, SEE 'M' DRAWINGS E.W.C. W/ BOTTLE FILLER CASH RECYCLER BY B.E.S. LINE OF BULKHEAD ABOVE ATM BY B.E.S. NIGHT DEPOSIT SAFE BY B.E.S. GAS METER SEE 'P' DWGS ELEC METER SEE 'E' DWGS DRIVER-UP TELLER WINDOW W/ DEALER DRAWER, SEE DETAIL 3/A315 FACE OF FOUNDATION BELOW FACE OF FOUNDATION BELOW FACE OF FOUNDATION BELOW LOCKERS BY OWNER ABOVE VAT TUBES BY B.E.S. 3"X4" D.S. 3"X4" ALUM D.S. LINE OF ROOF OVERHANG ABOVE SAFE DEPOSIT BOXES BY OWNER VAT TUBES BY B.E.S. VAT TUBES BY B.E.S. PVC COVERED CONCRETE FILLED BOLLARD, TYP. OF 4 SEE DETAIL 4/A103 PVC COVERED CONCRETE FILLED BOLLARD, TYP. OF 4 SEE DETAIL 4/A103 28D ABOVE CENTER WALL ON COLUMN CENTER WALL ON COLUMN A315 A315 PVC COVERED CONCRETE FILLED BOLLARD, TYP. OF 2 SEE DETAIL 4/A103 CONCRETE DRIVEUP PAD. SEE CIVIL DRAWINGS FOR CONCRETE PAVING DETAIL. NOTE: SEE SHEET A104 FOR CONTINUATION OF DRIVE-THRU LANE A315A311 A311 4 A311 4 A311 A313 ADA TELLER FACE OF FOUND. BELOW A302 A302 FROST FREE SLAB, SEE 'S' DRAWINGS 3"X4" D.S. 3"X4" ALUM D.S. 3"X4" D.S. -EXTEND LEADER PAST METERS 3"X4" ALUM D.S. PVC COVERED CONCRETE FILLED BOLLARD, SEE DETAIL 3/A103 3"X4" ALUM D.S. 3"X4" D.S. 3"X4" D.S. 3"X4" ALUM D.S. 3"X4" ALUM D.S. F.F.T F.F.T F.F.T. F.F.T. A301 A301 2 A301 2 A301 8' 4 7/8" 12'8 3/4" 8' 4 3/8" A702 11 PVC COVERED CONCRETE PIPE BOLLARD, SEE DETAIL 3/A103 COPIER BY OWNER LINE INDICATES LIGHT COVE ABOVE LINE INDICATES LIGHT COVE ABOVE ALIGN 114B 4"x4" ALUM D.S. 4"x4" ALUM D.S. 101D 101C 9' 8 5/8" 7' - 9 5/8" 6' - 10 1/8" 10' - 4 3/8" 9' 8 5/8" 5'4 3/8" 14' - 7 5/8" CENTER TELLER CASEWORK ON CENTERLINE OF ENTRANCE DOORS AND DRIVE-UP WINDOW BREAKAWAY PIPE BOLLARD, TYP. OF 4 SEE DETAIL 5/A103 PVC COVERED CONCRETE FILLED BOLLARD, SEE DETAIL 4/A103 1'9" 1'9" 3'6" 1'9" 1'9" 3'6" 1' - 9" 1' 9" 1' 10 1/4" 3' - 6" 7' - 0 3/4" A314 STEEL POST, SEE 'S' DWGS 2A 2A 2D 2D 2A 2A 2D 2A 1'3" 10'11 1/4" A103 6 1' 6" 9" 9" 1' 6" 1' 6" 24' 6" FEC 1. DO NOT SCALE DRAWINGS. 2. FOR INTERIOR PARTITIONS -SEE PLANS FOR WALL SECTION TYPES. 3. FOR EXTERIOR WALLS -SEE WALL SECTIONS FOR WALL CONSTRUCTION. 4. FOR CURVED WALLS IF APPLICABLE -PROVIDE 2 LAYERS 1/4" GYPSUM WALL BOARD IN LIEU OF 5/8" GYPSUM WALL BOARD. 5. FOR EXTERIOR WALLS -GYPSUM WALLBOARD TO EXTEND FULL HEIGHT OF WALL. (I.E., BOTTOM EDGE OF BOTTOM PLATE TO TOP EDGE OF TOP PLATE.) JOINTS IN GYPSUM WALLBOARD PARTITIONS SHALL BE TAPED OVER THE FULL HEIGHT OF THE PARTITION. 6. STUD PARTITIONS TO HAVE DOUBLE STUDS AT ALL DOOR JAMB OPENINGS AND TRIPLE STUDS @ CORNERS. PROVIDE HEADERS BOX HEADERS AS REQUIRED FOR OPENING. 7. PROVIDE ACOUSTIC SEALANT AT ALL PARTITIONS WHICH CONTAIN SOUND ATTENUATION BLANKETS. SET BOTTOM PLATE IN TWO CONTINUOUS BEADS OF SEALANT. 8. DIMENSIONS ARE TAKEN AS FOLLOWS (UNO). *INTERIOR PARTITIONS (INCLUDING BULKHEADS) -FACE OF STUD. *EXTERIOR WALLS -FACE OF STUD AND FACE OF BRICK. *WALL & PARTITION TYPES -FULL ACTUAL THICKNESS. *EXISTING WALLS -FACE OF EXISTING WALL. 9. CONTRACTOR SHALL PROVIDE WOOD/METAL BLOCKING FOR ALL WALL-MOUNTED ITEMS. 10. CONTRACTOR SHALL VERIFY LOCATION & REQUIREMENTS OF OWNER'S EQUIPMENT. 11. FIRE STOP ALL RATED ASSEMBLIES AT CONNECTIONS/TRANSITIONS -TYP. PENETRATIONS OF ANY FIRE/SMOKE BARRIER SHALL BE FILLED WITH MATERIAL CAPABLE OF MAINTAINING FIRE/SMOKE RESISTANCE OR PROTECTED BY APPROVED DEVICES FOR SUCH PURPOSES. PER IBC 2015 -SECTION 714. PER UL DESIGN W-L-2378 OR W-L-2379 OR W-L-2406. 12. FEC = FIRE EXTINGUISHER CABINET WITH 4A-80BC 10 LB FIRE EXTINGUISHER. (SEE SPECS) INSTALL HEIGHT: 48" ABOVE FINISHED FLOOR TO TOP OF CABINET. 13. ALL CONSTRUCTION MATERIALS IN PLENUM AREA MUST BE PLENUM RATED MATERIAL. 14. UNDERSIDE OF ALL WOOD ROOF TRUSSES (AT INTERIOR ENCLOSED SPACES) TO RECEIVE 1/2" GWB UNO (FIRE TAPED) -SEE WALL SECTIONS. SEE REFLECTED CEILING PLANS AND WALL SECTIONS FOR LOCATIONS OF 5/8" GWB CEILINGS. PROVIDE ATTIC INSULATION AT WOOD TRUSSES ABOVE INTERIOR SPACES -SEE WALL SECTIONS FOR THICKNESS AND TYPE. EXPOSED GWB CEILINGS SHALL BE FINISHED IN LIEU OF FIRE TAPED. GENERAL NOTES RECESSED BACK BOX KEYPAD / CARD READER KEYFOB LOCATION, POWERED BY G.C., DEVICE BY OWNER GENERAL NOTES (CONT ) 15. PATCH REPAIR ANY GYPSUM WALL BOARD MISSING OR DAMAGED ON BOTTOM OF EXISTING ROOF TRUSSES, FIELD VERIFY. 16. ALL EXPOSED INSULATION (NEW OR EXISTING) SHALL BE COVERED WITH GYPSUM WALL BOARD OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKEDEVELOPED INDEX OF NOT MORE THAN 450. NEW INSULATION THAT IS NOT COVERED SHALL BE FSK (FOIL SKIM-KRAFT) FACED. 17. IF METAL STUDS EXTEND TO DECK OR TRUSSES ABOVE -PROVIDE SLIP TRACK TO ACCOMMODATE FOR DEFLECTION. (FIRETRACK DEFLECTION FIRESTOP TRACK -OR APPROVED EQUAL -AT RATED WALLS) 18. WHERE ALL INTERIOR GWB WALLS ABUT THE EXTERIOR GWB WALLS, MAKE SURE INTERIOR METAL STUD WALL IS ATTACHED TO EXTERIOR WALL AT 24" OC PROVIDE BLOCKING AS REQUIRED IN EXTERIOR WALL WHERE INTERIOR WALL ABUTS EXTERIOR WALL. 19. SEE ELEVATION SHEETS FOR LOCATIONS AND PLAN SHEETS FOR DETAILS OF MASONRY CONTROL JOINTS. 20. SEE ELEVATION SHEETS FOR SPANDREL GLASS LOCATIONS. 21. SEE ELEVATION SHEETS FOR WINDOW TYPES. 22. SEE TYPICAL FLOOR TRANSITION DETAILS FOR ALL FLOOR FINISH TRANSITIONS, SEE A130 SHEETS. 23. SEE SITE/CIVIL SHEETS FOR ACTUAL BUILDING ORIENTATION. 24. SEE 'S' DRAWINGS FOR COLUMN LOCATIONS AND STRUCTURAL INFORMATION. 25. REFER TO PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR MECHANICAL ROOM LAYOUT. 26. FOR CERAMIC TILE INSTALLATION ON WOOD SUBFLOORING. PROVIDE A WATERPROOF POLYETHYLENE MEMBRANE WITH A GRID STRUCTURE (SCHLUTER-DITRA OR APPROVED EQUAL) OR RUBBER MEMBRANE ON THE WOOD SUBFLOORING UNDER THE CERAMIC TILE. 27. PROVIDE VENT FLASHING AT ALL ROOF PENETRATIONS, SEE PLUMBING & MECHANICAL DWGS FOR LOCATION, QUANTITY & SIZE. MOTION ACTIVED DOOR SENSOR ABOVE A B C D E 1 2 3 4 5 5/27/2021 4:13:16 PM C:\Users\ssanders\Documents\The Dime Bank Greentown CDs (CENTRAL)_sam.sanders6LBYR.rvt N O R T H P L A N N O R T H T R U E 1/4" = 1'-0" A101 1 FLOOR PLAN
FIRST FLOOR 0' -0" RIGID INSULATION JOINT SEE "S" DRAWINGS REFER TO 1/A313 FOR TYPICAL NOTES ALUM FRAME DOOR SYSTEM 8" MO AFF + 7' -2" A603 A501 7 TYP MEMBRANE FLAT CONSTRUCTION TRUSS BEARING 10' -0" AFF 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) 2 X 8 FASCIA CLAD WITH ALUM SOFFIT CLEAT ALUM SYSTEM FASCIA A125 7'2 1/4" 2'9 3/4" 2'1 1/2" 12'1/2" TOP OF PARAPET FRAMING 12' -2 1/2" AFF FROST FREE SLAB, SEE 'S' DRAWINGS FOR FOUNDATIONS TYP FLAT ROOF CONSTRUCTION * EPDM MEMBRANE ROOFING * 5 1/2" MIN THICK AT MID POINT TAPERED POLYISOCYANURATE BOARD INSULATION * 3/4" TONGUE AND GROOVE APA RATED SHEATHING * ROOF JOISTS AND STEEL FRAMING AS SCHEDULED, SEE 'S' DWGS 8" 10'0" 2'1 1/2" 2 X 2 BLOCKING ALUM "J" CHANNEL TYPICAL FOUNDATION CONSTRUCTION, SEE "S" DRAWINGS. 2 X 6 PRESERVATIVE PRESSURE TREATED WOOD SOLE PLATE FINISH GRADE 2 X 6 STUDS @ 16" OC 5 1/2" THICK (R=21) FIBERGLASS BATT INSULATION WITH VAPOR BARRIER 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) DOUBLE 2 X 6 TOP PLATE 9 1/2" THICK (R=38) FIBERGLASS BATT INSULATION WITH VAPOR BARRIER 2" CONT RIGID PERIMETER SLAB INSULATION -VERT WITH CHAMFER -TO TOP OF FOOTING OR 48" LENGTH MAX VAPOR BARRIER 1/2" APA RATED SHEATHING WITH "TYVEK" DW OR EQUAL ON EXTERIOR FACE OF SHEATHING. 1" THK STONE AT FND. GALVANIZED METAL LATH WITH MORTAR SCRATCH COAT APPLIED STONE VENEER WITH MORTAR JOINTS M N 8" SUSPENDED ACOUSTICAL TILE CEILING AS SCHEDULED 5/8" GWB (FULL HEIGHT TO BOTTOM OF TRUSS) PLENUM RETURN SPACE TYP TRUSS BEARING 10' -0" AFF FIRST FLOOR 0' -0" 3/4" EXTRUDED POLYSTYRENE (XPS) UNFACED (R=4) CONTINUOUS BOARD INSULATION TO TRUSS BEARING WITH "TYVEK" DW OR EQUAL ON EXTERIOR FACE OF INSUL BD CONT. FLASHING BASE AS SCHEDULED TYPICAL SLAB CONSTRUCTION SEE "S" DRAWINGS A501 5 2 X 8 FASCIA CLAD WITH ALUM SOFFIT CLEAT ALUM SYSTEM FASCIA A125 TOP OF PARAPET FRAMING 12' -2 1/2" AFF 12'1/2" SLOPE 1/4"/1'-0" TYP ROOF FLAT CONSTRUCTION 12'1/2" FINISH GRADE M N 8" PLENUM RETURN SPACE TYP TRUSS BEARING 10' -0" AFF FIRST FLOOR 0' -0" PLAM SILL WOOD HEADER AS SCHEDULED ALUM FRAME STOREFRONT SYSTEM ALUM MULLION SUSPENDED ACOUSTICAL TILE CEILING AS SCHEDULED REFER TO 1/A313 FOR TYPICAL NOTES RO AFF + 2' -8" RO AFF + 8' -0" 8" 2'8" 5'4"RO 2'0" 2'1 1/2" A603 16 A603 13 A501 5 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) 9 1/2" THICK (R=38) FIBERGLASS BATT INSULATION WITH VAPOR BARRIER 2 X 8 FASCIA CLAD WITH ALUM SOFFIT CLEAT ALUM SYSTEM FASCIA A125 4 TOP OF PARAPET FRAMING 12' -2 1/2" AFF VINYL TRIM VINYL TRIM CONTINIOUS FLASHING WITH DRIP EDGE TYP FLAT ROOF CONSTRUCTION * EPDM MEMBRANE ROOFING * 5 1/2" MIN THICK AT MID POINT TAPERED POLYISOCYANURATE BOARD INSULATION * 3/4" TONGUE AND GROOVE APA RATED SHEATHING * ROOF JOISTS AND STEEL FRAMING AS SCHEDULED, SEE 'S' DWGS 8" 10'0" 2'1 1/2" FINISH GRADE 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) 9 1/2" THICK (R=38) FIBERGLASS BATT INSULATION WITH VAPOR BARRIER M N 8" TRUSS BEARING 10' -0" AFF FIRST FLOOR 0' -0" A501 5 A125 4 TOP OF PARAPET FRAMING 12' -2 1/2" AFF 12'1/2" REFER TO 1/A313 FOR TYPICAL NOTES LOWER TRUSS BEARING 10' - 0" FACE OF STUD 12 7 TYP ROOF CONSTRUCTION *FIBERGLASS BASED ASPHALT SHINGLES *ROOFING UNDERLAYMENT PER SPEC *APA RATED SHEATHING -SEE "S" DWGS *WOOD ROOF TRUSS -SEE "S" DWGS SIZED PER TRUSS MFR 24" CORRUGATED POLYSTYRENE INSUL BAFFLE BETWEEN EACH TRUSS ALUM ROOF APRON TO BE LOCKING WITH GUTTER SYSTEM ALUM CLAD 2 X 8 FASCIA ALUM VENTED SOFFIT 2' - 0" UPPER TRUSS BEARING 15' -0" AFF 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) 9 1/2" THICK (R=38) FIBERGLASS BATT INSULATION WITH VAPOR BARRIER S P A C E T Y P PLENUM RETURN TYP FLAT ROOF CONSTRUCTION A125 8 BELOW 12" THICK (R=38) FIBERGLASS BATT INSUL. WITH VAPOR BARRIER 1/2" GWB ON UNDERSIDE OF ALL TRUSSES, TYP (FIRE TAPED) DOUBLE 2X6 TOP PLATE HURRICANE CLIP PER TRUSS MFR'S. REC., TYP ALL TRUSSES SUSPENDED ACOUSTICAL TILE CEILING AS SCHEDULED 1/2" PLYWOOD SHEATHING AT SHEAR WALL, SEE WALL TYPES A125 8 BELOW LIGHTING COVE, SEE DETAIL 8/A125 SLOPE 1/4"/1'-0" A B C D E 1 2 3 4 5 5/27/2021 4:18:34 PM C:\Users\ssanders\Documents\The Dime Bank Greentown CDs (CENTRAL)_sam.sanders6LBYR.rvt 3/4" = 1'-0" A313 4 WALL SECTION 3/4" = 1'-0" A313 WALL SECTION 3/4" = 1'-0" A313 3 WALL SECTION 3/4" = 1'-0" A313 2 WALL SECTION 3/4" = 1'-0" A313 5 WALL SECTION
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