William D Morris Graduate Architecture Portfolio by William Morris

D Portfolio of Work

illiam orris

Table of Contents Biography Brief Personal Description (5)

Graduate Work (Judson University) Center for Civil Liberties, Charlottesville, VA (8) West Rockford Community Development Center, Rockford, IL (16) Palazzo for Piazza Della Rotunda, Rome, Italy (22)

Undergraduate Work (Judson University) The Artisan Tower, Elgin, IL (24) Castellum: Merit School of Music, Chicago, IL (28) Bubny Center for Constructed Art, Prague, CZ (32) Urban Farm and Market, Elgin, IL (34) World Vision Shelter, Syria (36) Study Abroad (38)

Professional Work David S. Morris Cabinet Shop (42) Strosser Architecture and Conservation (44)

Opposite: Water Color of Burg Eltz Castle, Germany 3

Biography As a native to central Pennsylvania I have grown to love the rich architecture of small towns and rural communities filled with deep history and natural beauty. Growing up in that environment instilled me with a passion to react to my world. As the son of a colonial cabinet maker I relish the creative process and high craftsmanship that comes with it. As part of my upbringing I have developed a deep love for history and historic architecture. Since boyhood I have worked in my father’s cabinet shop and helped to slowly renovate our 1890’s Pennsylvanian farmhouse into a 1790’s colonial. Moving to Chicago in the early stages of my academic career I developed a new appreciation for both design and urban culture. The ideals I have learned from both my time as an “urbanite” and a rural citizen drive me to pursue an integrity of design centered around community, family, and faith. An avid outdoorsman I love to recreate, specifically kayaking, hiking, camping, and hunting are all things that I enjoy doing with my friends and family. Other activities such as travel, music, and theater also engage me. I enjoy high culture and the arts whether it be oil on canvas or theater on stage. I have had the privilege to travel extensively in both North America and Europe. A choir tour to Ireland as a college freshman and later the Czech Republic as a study abroad student opened my eyes to cultures and ideas outside of my experience. All my travels have taught me more about the world and people than any other exercise. Every time I return home I emerged both enlightened and impassioned for my homeland the United States. Above all my faith in Christ has been the centerpiece of my life. Church going is not a social event for me, but rather an integral part of who I am as a Christian. My faith has taught me to be accepting of all peoples as an answer to the call to love thy neighbor as thyself.

Graduate Work Judson University (June 2017-May 2018)

Opposite: Detail of Cupola Model 7

The Center For Civil Liberties Charlottesville, VA

Project Narrative In August 2017, the death of Heather Heyer in Charlottesville, VA, brought great attention to a series of protests surrounding the removal of public Civil War monuments. The situation revealed many racial and cultural segregations that have proliferated Charlottesville for decades. In a nation where we believe all men are created equal and are endowed by their creator certain unalienable rights, the very thought of some factions oppressing and even removing the rights of others is appalling. However, even more disturbing is the inability for all engaged parties to settle these tensions peaceably, with mutual respect for life and fellow man. Upon a class visit to Charlottesville, in September 2017, our studio was made aware of the greater context that lead up to those August events. Racial and economic segregation have been the consequence of a power struggle in that city for many decades. As a result the minorities both, racial and economic, have been repressed so as their voice is truly no longer heard. This repression has resulted in a volatile discord among differing communities in the city. Our resolve as designers was plain, to propose a space where people could hold no claim other than their rights as citizens to discuss and come to terms with all opposing parties. We needed to provide a safe haven for free speech. 8

Statue to Stonewall Jackson

Stre

Old Albemarle Couny Courthouse

k St Par

New Albemarle County Courthouse

ree

igh

Old Town Square Marker to Old Slave Auction Block E Je

ffer

son

Stre

Site Map 9

Site and Program E High Street

7th Street

Park Street

The site was an abandoned parking lot across the street from the Albemarle County Courthouse. Two existing structures were also incorporated into the program. The old city hall, once restored, will serve as reception, museum, and class rooms, and a small residential house, which will house the executive offices for the center. Proposed are two new municipal office buildings, a speaking hall, titled an Oratorium, and finally a statuary pavilion where monuments to principles will be displayed.

E Jefferson Street

Site Plan

Ground Floor Level 10

H A - Existing Old Town Hall B - Municipal Offices C - Future Church D - Oratorium

Plan Oblique

Second Floor Level

H E - Rear Courtyard F - Statuary Pavilion G - Existing House H - Municipal Offices 11

Exterior Style The exterior of the buildings drew from several Virginian precedents. Aside from the use of load bearing masonry walls, the implementation of arcades, divided windows, classical balustrades, and hipped roofs can all be found throughout Virginiaâ&#x20AC;&#x2122;s civic buildings. Looking to Neo-Paladian precedents this aesthetic pays homage to the classical vernacular present through Virginia.

North Elevation

12 South Site Section

West Elevation

Rear Courtyard

Interior Style Looking to precedents from historic Virginia and antiquity the interior of the hall is detailed in a Roman Doric order. Both north and south walls have received elaborate treatments so as to pull attention to the center of the space, from which position all who wish to speak should come stand beneath the open cupola.

Oratorium Section

Oratorium Interior B

Oratorium Interior A 14

Oratorium Interior C

Water Colored Analytique

1/2â&#x20AC;? Scale Model of Cupola

West Rockford Community Development Center Rockford, IL

Project Description

Avon St.

Central Ave.

Johnston Ave.

The West Rockford Community Development Center is a facility designed to challenge the stigma associated with a conventional library or community center.

Pierpont Ave.

As part of a community outreach studio we worked with community stimulus groups in the city of Rockford, IL. Our project consisted of an urban development proposal and individual building proposals

The center seeks to serve the local State St. population by putting learning to action. This facility will house library spaces, economic development center, child care facilities, low cost rent-able retail, and office spaces. The intention is that this facility will educate and encourage small business growth in the community, serving as both a symbol and a means of new change in this community. 16

KEY Path Major Element Minor Element

Site Plan

Edge

Node

District

Landmark

State St.

Avon St.

Central Ave.

Johnston Ave.

Site Location

Johnston Ave.

Pierpont Ave.

Pierpont Ave

Precedent: West State Street Master Plan

State St.

The first portion of the project was to develop an urban master plan for West Rockford primarily along the West State Street corridor. The plan which we proposed KEY to the city of Rockford focuses on establishing nodes and landmarks along what is N Path Edge Node District Landmark a largely abandoned major corridor. Our study lead us to strategically place Major Element landmarks at distinct locations such as the intersection of Johnston Ave. and State Minor Element Street where the Development Center is proposed. Our objective was to increase habitability in this section of the city where points of interests are beyond reasonable pedestrian access. By encouraging development at the four locations shown, businesses and public institutions would be easily accessed by the largely pedestrian population. The Diagrams below demonstrate the rational behind this location and concept.

State St.

Avon St.

State St.

KEY Path

Edge

KEY Node

District

Landmark

N Quarter Mile Walking Shed

Major Element Minor Element

Urban Nodes

Central Ave.

Johnston Ave.

Avon St.

Central Ave.

Johnston Ave.

Pierpont Ave.

Site Analysis Diagrams

SITE SECTION 3/32" = 1'-0"

Site Section

Walking Distances

A-102

Area Calculations 1. Ground Floor 2. Second Floor 3. Third Floor 4. Fourth Floor Total Area

17,339 SF 17,339 SF 9,146 SF 4,076 SF 47,900 SF

The ground level houses the childrenâ&#x20AC;&#x2122;s library, public computers, event space, and coffee shop, all centered around the main atrium space. The wings to the north and east are dedicated to small business rent-outs. These units can be configured into as many as eight units and as few as two. 1

Q ENTRY

MECH

103 SF

216 SF

P LARGE RETAIL

1407 SF

O SMALL RETAIL

961 SF

N 1

SMALL RETAIL

A-106

961 SF

CHILD CARE

842 SF

Atrium Interior

CHILDREN'S COLLECTION

1014 SF

Scan this QR code to see the 3D interior view of the atrium space

UNI

A-106

64 SF

64 SF MECH

ENTRY

159 SF

88 SF

PUBLIC COMPUTERS

1033 SF

ATRIUM

1019 SF

136 SF

1011 SF

TRASH ROOM

O N

RE C EP TI

ES K

LOCAL HISTORY/ EVENT SPACE

G z

MECH

269 SF

ENTRY

88 SF

WOMEN'S

CIRCULATION SPACE GENERAL LIBRARY

171 SF

CAFE

CHILDREN'S LIBRARY

165 SF

SMALL CONFERENCE ROOM

OFFICE RENT OUT

SMALL RETAIL

LARGE RETAIL

797 SF

961 SF

1430 SF

841 SF

ADULT EDUCATION ECONOMIC DEVELOPMENT ECCONOMIC DEVELOPMENT

A-103 -

MEN'S

761 SF

SPECIAL EVENT SPACE COMMERCIAL RENTOUT OUT COMERCIAL RENT

KITCHEN

229 SF

GENERAL OFFICE SPACE

UTILITY SPACE

11 12

14 15

17 18

1. GROUND LEVEL Ground Level 1" = 10'-0"

A-103 -

A-104

5. ROOF LEVEL 55' - 0"

4. FOURTH LEVEL 42' - 0"

3. THIRD LEVEL 30' - 0"

2. SECOND LEVEL 16' - 0"

1. GROUND LEVEL 0' - 0" -1. FOUNDATION LEVEL -10' - 0"

South Elevation 1

SOUTH ELEVATION 1" = 10'-0"

OFFICE SUITE

5. ROOF LEVEL 55' - 0"

966 SF OFFICE SUITE

569 SF

4. FOURTH LEVEL 42' - 0"

3. THIRD LEVEL 30' - 0" OFFICE SUITE

OFFICE SUITE

990 SF

743 SF

2. SECOND LEVEL 16' - 0"

Library Main Collection Entrance

1. GROUND LEVEL

OFFICE SUITE

668 SF

0' - 0" The second level houses the libraryâ&#x20AC;&#x2122;s general collection, -1. FOUNDATION reference center, and archives. Additionally the north LEVEL -10' - 0" wing consists of a low cost office rent-outs similar to the ground floor.

OFFICE SUITE

HALL

499 SF

772 SF

L 2

EAST ELEVATION 1" = 10'-0"

MEN'S

125 SF

WOMEN'S

VEST

125 SF

134 SF

ATRIUM

MECH

1308 SF

120 SF

OFFICE SUITE

551 SF

VEST TO

137 SF

A-103

REFERENCE DESK

BE LO W

PE N

176 SF

LIBRARY OFFICE

CIRCULATION SPACE GENERAL LIBRARY

WOMEN'S

171 SF

35 SF

LIBRARY STAFF LOUNGE

GENERAL COLLECTION

199 SF

5362 SF 165 SF

SPECIAL EVENT SPACE

ARCHIVE

LIBRARY OFFICE

242 SF

169 SF

OFFICE RENT OUT ADULT EDUCATION ECONOMIC DEVELOPMENT ECCONOMIC DEVELOPMENT

MEN'S

CHILDREN'S LIBRARY

COMERCIAL RENT COMMERCIAL RENTOUT OUT

166 SF

LIBRARY OFFICE

173 SF

GENERAL OFFICE SPACE

UTILITY SPACE

11 12

14 15

17 18

Second Level 2. SECOND LEVEL

1" = 10'-0"

A-105

PALAZZO FOR PIAZZA DELLA ROTUNDA Rome, Italy

Project Description This short two-week project was a proposal for a new multi-use Italian Palazzo on the Piazza Della Rotunda, across from the Pantheon. The program consists of a series of shops on the ground floor, offices and a small community hall on the second floor, and residential flats on the third through fifth floors. 20

Shop

Ground Floor

Shop

SOUTH ELEVATION - SCALE: 1/8"

SOUTH WEST PE

South Elevation

SOUTH ELEVATION - SCALE: 1/8"

SOUTH WE

East Elevation

West Elevation WEST ELEVATION - SCALE: 1/8"

EAST ELEVATION - SCALE: 1/8"

WEST ELEVATION - SCALE: 1/8"

EAST ELEVATION - SCALE: 1/8"

Office

Office Office

Office

Community Hall

Office

Second Floor 21

Light Frame House Construction Model 22

Undergraduate Work Judson University (August 2012-May 2016)

Artisan Tower A Vision For Elgin, IL

This vision for Elgin is to look towards the future through a creative lens of the past. Using local motifs to inspire the aesthetic design this building 24

seeks to combine traditional languages with advancements in technology.

luthier works, glass blowing, and ceramics could all comfortably reside in this facility.

Programmaticly, the tower features residential, office, and artisan studio spaces. These spaces are dedicated to the craft community who seek to make functional pieces of art that are not only beautiful but also useful. Crafts such as furniture building,

By placing these artisan spaces on the buildingâ&#x20AC;&#x2122;s extremities they receive window frontage exposing the artisans to the greater world. The hope is that these spaces will engage the local culture in craft, community, and commerce.

13th Floor Studio

Micro 3

Circulation Core

Two Bed apt 1

Penthouse D

11th Floor h R g

10 d

Office

iii

Open Office 3076 SF

3 Bed Apt.

2 Bed Apt.

Open Office 1327 SF

1 Bed Apt. MECH 233 SF

Circulation

N. Spring Street

ve eA rov

S. G

Core 6

Utility

Fulton Street

ve eA rov

S. G

4th Floor

ide ers Riv Dr ive

Prairie Street

Site Plan

Section A

Ground Floor 25

Floor System Commercial Carpet 3/4“ Plywood Substrate 1” Foam Insulation 8” Hollow Core Concrete Planks 6” Batt Insulation

Ceiling System Hung steel Frame 5/8” GWB 6” Recessed Can Lights Operable Window Double Glazed Low E Glass Spandrel Panel Glazed Low E Glass Metal Sunshading Screen Insulated Panel Steel Sheet Metal Wall System Photovoltaic Glass 6” Metal Sunshading Screen Low E Glass

Floor System Commercial Carpet 3/4“ Plywood Substrate 1” Foam Insulation 8” Hollow Core Concrete Planks 6” Batt Insulation

Ceiling System Hung steel Frame 5/8” GWB 6” Recessed Can Lights Supply Air Return Air

Operable Window Double Glazed Low E Glass

Wall System Steel sheet Metal Cladding Frame Steel Frame Terra-cotta Pane Air space Weather Barier 1/2” Plywood 2” Foam Insulation 6” Batt Insulation 3” Steel Stud Vapor Barrier 5/8” Drywall

Facade Details

Summer Sun

Winter Sun

Solar Diagram of Facade Screen

Scale

10’

East Elevation 26

Massing Analysis

Castellum West Loop, Chicago, IL Re-envisioning The Merit School of Music

The Merit School Music offers an after-school K-12 music training program for the children of Chicago. The scope of this project was to propose a redesign of Meritâ&#x20AC;&#x2122;s existing facility, encompassing their existing lot and an adjacent site. Located on the corner of Monroe and Peoria Streets this neighborhood comprised of mostly residential condominiums featured a well used park across the street, as well as some local shops. Desiring to inspire a sense of culture and community my proposal for a new concert hall visible from the exterior, ample class and practice rooms, and an outdoor performance space all became integral to the design. Seeking to resemble the attributes of a Castellum or village I hoped to address the schools dual nature of public performance and private learning. The result was a 95,000 sqft. performance and educational facility designed to serve both Merit and its context.

East Elevation 28

South Elevation 29

Seeking to emphasize the village concept the program is designed around a central community space or lobby. One entrance from the south, facing the park, opens to a court yard featuring a sunken amphitheater. Another opens on the street to the east as did the existing school entrance. Thus, providing both public and private entrances.

Office

143 SF

135 SF

150 SF

Conference Room

463 SF Recital Hall Shower

90 SF

3434 SF

Small Green Room

Instrument Storage

528 SF

1102 SF

Small Dressing

200 SF

Men's

Women's

285 SF

356 SF

Staff Lounge

Office

404 SF

119 SF

Open Office Small Kitchen

1299 SF Unisex

263 SF

63 SF Small Dressing

Piano Storage

217 SF

119 SF

517 SF

Office

Mechanical

399 SF

Women's

Shower

118 SF

331 SF

Stage Sound Lock

91 SF

Office

118 SF

Storage

525 SF

Office

118 SF

112 SF

Office

199 SF

Men's Coat Check

161 SF

Box Office

248 SF

150 SF

68 SF

Box Office Front Desk

Secretary Office

Education Front Desk

194 SF

Platform

2676 SF

Lobby

8880 SF

South Section

Cafe Kitchen

Cafe

325 SF

380 SF

Rental Instrument Storage

Office

239 SF

195 SF

144 SF

Large Rehearsal Room

1149 SF Library

996 SF

Percusion Studio Recording

Class

955 SF

531 SF

399 SF Hall Floor

3543 SF

Gallery

1008 SF

West Section

Ground Level Plan 30

Low Strings

Class

535 SF

508 SF

513 SF

522 SF

This project gave much consideration to the acoustic qualities and design of the performance spaces. The specific scheme of the main concert hall was to modify the traditional shoebox style as an experiment in both sound and aesthetics. Most notable are the slips which serve as the entrance and the steeply racked right side which goes from the floor to the balcony as a singular unit like a Greek amphitheater.

Hall Form Development Diagram

South Section

East Section

Section in Perspective 31

Bubny Center For Constructed Art Prague, Czech Republic

This project re-purposed the front portion of a mid 19th century train depot located in Bunby, a district of Prague. During my time as a study abroad student in Prague, this proposal of school and gallery is dedicated to built pieces of art, such as furniture and sculpture. The concept was to demonstrate how old transitions to new through subtle influences and changes. Bisecting the space with a curving glass wall in the same profile of the original facade creates a parody to the existing facade demonstrating how the old changes into something similar, but different.

Second Level

Gallery School A

No colors defined

Room Legend

Ground Level

West Elevation

West Section A

Urban Farm and Market Elgin, IL

The creation of an urban farm and market in Elgin, IL, was intended to help revitalize the declining downtown area. The market features a large market hall of over 6,000 sqft., other smaller retail space, and an educational wing where locals are taught the benefits of locally grown fresh food. The farm includes a series of green houses and livestock barns. The inspiration for the design came from the local industrial and agricultural buildings that make up the fabric of Elgin and its surrounding area.

Entry Main Market Hall Farm Retail

Entry Outdoor Dining

Entry

Class Rm.

Aquaponics Green House Hydroponics Green House Vegetables Green House Work Entry Room Food Processing

Vegetable Green House

World Vision Shelter Design Competition

During this project our studio devoted an entire semester to meeting the needs of wartorn Syrian refugees. Attempting to provide them with temporary housing conditions, these transitional shelters were then constructed at full scale and tested against other shelter designs at the World Vision Competition held at John Brown University in Siloam Springs, Arkansas. During the competition our shelter underwent, seismic, thermal, and wind load tests, as well as a timed build, and inhabitability test where volunteers spent the night in our shelter. Our goal was to bring people above their circumstances, consequently an occupiable roof became mandatory for our design. Using light gauge steel studs, aluminum composite panels, corrugated plastic, and camping tarps we completing our design capable of holding several adults.

Packing

Packed

Unfolding Floor System

Placing Roof and Walls

Study Abroad Prague, Czech Republic There are few defining moments that really change someone’s life, but my four months in Prague had a tremendous impact on my life and perspective. During the spring of my junior year at Judson, I and four of my classmates embarked on an adventure in Central Europe, a place that only twenty years prior was sealed off from our culture. Living in a city that dated beyond a thousand years, there was much architecturally to drink in. Everything from the world’s largest castle complex to Frank Ghery’s Dancing House. The range of buildings left little to be desired for inspiration and excitement. However, I learned much of the value of culture, and though I loved the Czech culture, my time there instilled in me a deeper appreciation for my home here in the States.

Pruhonice Castle, near Prague, Czech Republic

Naturhistorisches Museum Vienna, Austria 38

St. Vitus Cathedral Prague, Czech Republic

Vlitava River Prague, Czech Republic

Troja Chateau, Czech Republic

St. Nicholas Church Prague, Czech Republic

St. Vitus Cathederal Prague, Czech Republic 39

Professional Work David S. Morris Cabinet Shop Strosser Architecture and Conservation

Opposite: Detail of a Colonial Kitchen Design 41

Since boyhood I have been a part of my father’s colonial furniture business. As I have grown, my duties have gone from sweeping floors to building and finishing custom pieces of furniture. In the fall of 2016, I created a website showcasing my father’s work. Above is the cover menu from that website. You can see more of my father’s work by visiting dsmcabinetmaker.com. Working with my dad has taught me many things like how to hand cut dovetails or how to make a raised panel door with a mortised and tenoned frame. But mostly I’ve learned how to work with excellence and an eye for detail.

Milk-painted Pine Book Box 42

Oak Arts and Crafts Hall Cabinet

Country Colonial Kitchen This custom eighteenth century kitchen design was developed for a new country farm house modeled in the late colonial style. The clients wanted a space where no appliance was visible. This is a stunning tiger-maple and soapstone work area, the true center piece of the house. I both designed and helped with the construction. 22" 36"

21"

36"

27-1/2"

40-1/2"

2-7/8"

2-3/4"

14"

21"

90"

84"

18"

38"

36"

33"

86-3/4"

Front Elevation

25-1/2"

26"

2-3/4"

REVISIONS MM/DD/YY

REMARKS

81"

30"

9-1/2" 7-5/8"

52"

36-1/8"

6-7/8"

Strosser Architecture and Conservation Danville, PA My time as an intern with Ted Strosser has been a fantastic experience. I began part-time the summer of 2014, and have continued to work for him ever since receiving a full time position in May 2016. The work I have done has been varied to say the least. I have had opportunity to work on virtually every kind of building project such as residential, industrial, commercial, municipal, higher education, healthcare, assisted living, and restaurant design.

The Team

My duties have also been broad, often taking projects from design development right through to construction documents and construction administration. My favorite tasks are documenting existing buildings. Eighty percent of the work I did at SAC is either renovations or additions to existing structures. As a standard service we will often model in Revit the existing conditions of each project, this is one of my favorite challenges and is something in which I have become skilled. The subsequent pages are of both design and technical work from a variety of projects.

Brewpub Tasting Room 44

Secondary Garage and Workshop Proposal

2 ROOF TRUSSES RE: ROOF 1 W/ R-38 BATT INSULATION

ICE AND WATER SHIELD ACROSS VALLEY ROOF SHEATHING

AIR BAFFEL ROOF TRUSSES RE: ROOF 1 W/ R-38 BATT INSULATION

ROOF TRUSSES RE: ROOF 1 W/ R-38 BATT INSULATION

BLOCKING ICE AND WATER SHIELD

ROOF SHEATHING FASCIA BOARD ALUMINUM GUTTER

BLOCKING

METAL FASCIA WRAP W/DRIP EDGE

2ND FLOOR T.O. PLATE 16' - 4"

GUSSET PLATE

1/2" GWB, PTD

2X BLOCKING

GUSSET PLATE

VENTED VINYL SOFFIT 1/2" GWB, PTD DOUBLE TOP PLATE

7' - 6"

DOUBLE TOP PLATE

Pizza Hut Renovations (Before)

RETURN GRILL 1/2" GWB, PTD

2' - 11 1/2"

STAIR RAILING

C BOTTOM PLATE

2X6 WALL, RE: BUILDING ASSEMBLIES W3

BOTTOM PLATE FINISHED FLOOR, RE: PLANS

FINISH FLOOR, RE:PLANS 3/4" SUBFLOOR

3/4" SUBFLOOR

2X BLOCKING

SECOND LEVEL 8' - 10"

10 1/4"

RIGID INSULATION 2X BLOCKING

LVL BEAM, RE: STRUCTURAL

10 1/4"

SECOND LEVEL 8' - 10"

TJI FLOOR JOIST RE: STRUCTURAL

TJI FLOOR JOIST, RE: STRUCTURAL 1/2" GWB PAINTED

8' - 0 1/4"

STAIR WAY

2X6 STUD WALL 1 RE: BUILDING ASSEMBLIES W/ R-21 BATT INSULATION

DOUBLE TOP PLATE

5/8" GWB, PTD DOUBLE TOP PLATE 8' - 0 1/4"

DOUBLE TOP PLATE

10 3/4"

RIM BOARD RE: STRUCTURAL

1/2" GWB, PTD

7' - 11 3/4"

3/4" SUBFLOOR

1/2" GWB, PTD

1/2" GWB, PTD VINYL SIDING

2X6 STUD WALL RE: BUILDING ASSEMBLIES W2

WALL SHEATHING TAPE ALL SEAMS PER MANUFACTURERS STANDARDS

3/4" SUB FLOOR

MAIN LEVEL 0' - 0"

10 1/4"

MAIN LEVEL 0' - 0"

2X P.T. SILL PLATE

3/4" SUB FLOOR, RE: BUILDING ASSEMBLIES F1

1/2" DIA. X 12" ANCHOR BOLT @48" O.C. MATCH FOUNDATION REINFORCING AND NOT MORE THAN 12" AWAY FROM CORNERS

RIM BOARD, RE: STRUCTURAL

Pizza Hut Renovations (Design Concept) GARAGE LEVEL

-1'W/- R-30 4" TJI FLOOR JOIST INSULATION RE: STRUCTURAL

TJI FLOOR JOIST W/ R-30 INSULATION RE: STRUCTURAL

1/2" DIA. X 12" ANCHOR BOLT @ 48" O.C. MATCH FOUNDATION REINFORCING AND NOT MORE THAN 12" AWAY FROM CORNERS

8' - 9 1/2"

DAMP PROOFING

10" CMU BLOCK FOUNDATION, RE:BUILDING ASSEMBLIES W5

10" CMU BLOCK FOUNDATION, RE:BUILDING ASSEMBLIES W2

PERIMETER ISOLATION BARRIER

30" X 10" STRIP FOOTING W/ (3) #5 BARS 8" O.C. EACH WAY

5/22/2017 2:08:16 PM

DATE PRINTED

3' - 5 1/2"

2X P.T. SILL PLATE

1/2" GWB PTD.

2" RIGID INSULATION

10 1/4"

RIM BOARD, RE: STRUCTURAL

10 1/4"

MECH DUCT

FINISHED FLOOR, RE: PLANS

2B GRAVEL

6" 2B GRAVEL

6 MIL VAPOR BARRIER

2B GRAVEL

PERIMETER ISOLATION BARRIER 30" X 10" STRIP FOOTING W/ (3) #5 BARS 8" O.C. EACH WAY

BASEMENT LEVEL -9' - 8 1/4"

10" FORM-A-DRAIN: DRAIN TO DAYLIGHT

CRAWL SPACE

6" 2B GRAVEL

10" FORM-A-DRAIN: DRAIN TO DAYLIGHT

6 MIL VAPOR BARRIER

WALL SECTION 3 1" = 1'-0"

2 5

Residential Wall Section Detail

WALL SECTION 4 1" = 1'-0"

3 3

Pizza Hut Renovations (After)

WALL SECTION 5 1" = 1'-0" 2

DRAWING SHEET NUMBER PRES-101 PRES-102 PRES-103

Home Renovation 1

COVER VIEW

M N F

SHEET NUMBER

SHEET NAME

PROJECT NUMBER:

A-0.0 A-0.1 A-1.0 A-1.1 A-1.2 A-2.1 A-3.1 A-4.1 A-5.1

17020

DRAWING INDEX

COVER PROJECT PHASES CODE PLANS GROUND LEVEL DEMO PLANS SECOND LEVEL DEMO PLANS FLOOR PLANS CEILING PLANS ELEVATIONS SCHEDULES, LEGENDS, AND INTERIOR DETAILS ADA STANDARDS POWER PLANS LIGHTING PLANS MECHANICAL PLANS PLUMBING PLAN STRUCTURAL PLANS

A-6.1 E-1.1 E-1.2 M-1.1 P-1.1 S-1.1

TED L. STROSSER AIA, LEED AP

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING ARCHITECTURE & CONSERVATION 25 SOUTH 4TH STREET LEWISBURG, PA 17837 PHONE: (570) 847-5125 E-MAIL: ted@strosserarchtiecture .com

GENERAL NOTES

LEWISBURG BOROUGH BUILDING - LEWISBURG, PA

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY ANY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. 3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTION THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS. 4. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY APPROVAL OF ANY WORK. THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE WISHES TO OBTAIN ARCHITECT'S OPINION OF THOSE ITEMS. 5. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEWLY INSTALLED MATERIALS, FINISHES, AND ASSEMBLIES FROM DAMAGE THROUGHOUT CONSTRUCTION. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE AND PROPER DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, AND FINISHES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING PROPERTIES 9. PROVIDE ALL MATERIALS AND FINISHES AS REQUIRED TO PROVIDE A “FINISHED” PRODUCT.

ABBREVIATIONS AND SYMBOLS AFF GWB PTD SF

ABOVE FINISHED FLOOR CENTERLINE GYPSUM WALL BOARD PAINTED SQUARE FEET

10. GENERAL CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES, REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION RELATIVE TO THIS PROJECT, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: A. 2009 INTERNATIONAL BUILDING CODE B. 2009 INTERNATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION CODE D. 2008 NATIONAL ELECTRIC CODE E. 2009 ANSI A117.1 / 2015 IBC CHAPTER 11 APPENDIX E 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

PROJECT DIRECTORY

NOTICE TO CONTRACTOR AND TRADES

OWNER: LEWISBURG BORO 55 S 5TH STREET LEWISBURG, PA 17837

ALL TRADES WILL BE RESPONSIBLE FOR THE CONTENTS CONTAINED WITHIN, FOR THE INFORMATION THAT IS REPRESENTED UPON ALL SHEETS. THIS SET HAS BEEN PRODUCED WITH THE INTENTION OF IT BEING USED AS A SINGULAR TOOL FOR THE CONSTRUCTION OF THIS PROJECT. NO SINGLE DRAWING WILL STAND ALONE, AND AT NO TIME WILL THE ARCHITECT OR OWNER BE RESPONSIBLE FOR ACTIONS TAKEN BY A CONTRACTOR OR SUBCONTRACTOR WHO HAS NOT REVIEWED, AND IS NOT IN POSSESSION OF, A FULL SET OF DRAWINGS. BE ADVISED, THERE ARE NOTES ON THE PLANS FOR ONE SPECIFIC TRADE, THAT WILL PERTAIN TO THE WORK OF OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR THE CLEAR COMMUNICATION BETWEEN ALL TRADES, AND THAT ALL WORKERS HAVE ADEQUATELY REVIEWED ALL DRAWINGS AND LOCATED ALL WORK THAT WOULD FALL UNDER THEIR RESPONSIBILITY.

CLIENT CONTACT: ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821 PHONE: (570) 847-5125 CONTACT: TED STROSSER, AIA, ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM CONTACT: ANDY FRONTZ, PROJECT MANAGER EMAIL: ANDY@STROSSERARCHITECTURE.COM PHONE: (570) 713-7853

SOUTH FIFTH STREET

CONTACT: WILLIAM MORRIS, INTERN EMAIL: 1WDMORRIS@GMAIL.COM PHONE: (570) 394-0907

ISSUE DATE:

MECHANICAL / ELECTRICAL / PLUMBING ENGINEER: TBD

06 15 2017

GENERAL CONTRACTOR: TBD

ARCHITECT:

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING TED L. STROSSER AIA, LEED AP

These Drawings and Specifications as instruments of service are, and shall remain, the property of Ted Strosser Architecture & Conservation whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect.

DATE PRINTED:

6/15/2017 9:20:36 AM

PROJECT TEAM

SOUTH FIFTH STREET

1. OWNER/AGENT WILL OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS.

ALL TRADES ARE TO EXAMINE ALL PROJECT SPECIFICATIONS, DRAWINGS, AND VISIT THE SITE TO DEVELOP A COMPLETE UNDERSTANDING OF THE PROJECT SCOPE. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM ALL WORK REQUIRED FOR A COMPLETE INSTALLATION. UPON REVIEW OF THE DOCUMENTS, ADVISE THE ARCHITECT OF ANY DISCREPANCIES WHICH WILL AFFECT THE WORK REQUIRED IN A TIMELY MANNER SO THE ARCHITECT CAN HAVE THE OPPORTUNITY TO PROVIDE DIRECTION PRIOR TO BEGINNING AFFECTED WORK.

PROJECT DESCRIPTION 1. THIS PROJECT IS A LEVEL 2 ALTERATION TO THE LEWISBURG BOUROUGH BUILDING. THE PROJECT TO INCLUDE A NEW ENTRY VESTIBULE, UNISEX RESTROOM, EXTERIOR ADA RAMP, UPDATED FINISHES, AND NEW OFFICE SPACE. 2. PRIME CONTRACTORS RESPONSIBLE FOR PERMIT INSPECTION SCHEDULING AND APPROVALS.

STAMP

3. 2009 IEBC WILL BE REFERENCED REGARDING CONSTRUCTION REVISIONS FOR THIS PROJECT IN ADDITION TO THE CODES DESCRIED IN THE GENERAL NOTES SECTION ON THIS PAGE. 4. THE PROJECT IS TO INCLUDE ALL MISC. FRAMING, BLOCKING, GWB WALLS & CEILINGS, DOOR REVISIONS, MECHANICAL REVISIONS, AND ELECTRICAL POWER/LIGHTING/DATA REVISIONS AS DESCRIBED IN THE PROJECT DOCUMENTS AS NEEDED TO COMPLETE PROJECT.

ARCHITECTURE & CONSERVATION 25 SOUTH FOURTH STREET LEWISBURG, PA 17837 PHONE: (570) 847-5125 E-MAIL: ted.strosser@gmail.com

5. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008)

STAM

NEW ACCESSIBLE RAMP

SECOND FLOOR MEANS OF EGRESS

TOTAL FLOOR WORK AREA = 1458 SF

FUTURE ACCESSIBLE RESTROOM

SECOND FLOOR MEANS OF EGRESS

EXISTING ACCESSIBLE ENTRANCE

GROUND FLOOR - CODE PLAN 1 3/16" = 1'-0"

TOTAL AREA = 1500sf

SOUTH FIFTH STREET

67 FEET = MAX PATH OF EGRESS TRAVEL

WORK AREA = 285sf

63 FEET = MAX PATH OF EGRESS TRAVEL

SECOND FLOOR - CODE PLAN 3/16" = 1'-0"

REVISION #

DESCRIPTION

ISSUE DATE:

PROJECT

DATE

06 15 2017 17020

CODE PLANS

6/15/2017 9:20:45 AM

DATE PRINTED

These Drawings and Specifications as instruments of service are, and shall remain, the property of Strosser Architecture & Conservation, Inc whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect.

LEWISBURG BOROUGH BUILDING - LEWISBURG, PA

A-1.0 5

SCALE

3/16" = 1'-0"

DATE PRINTED

6/15/2017 9:21:10 AM

5 4 3 2

B B

A A ISSUE DATE:

ROOF BASE 18' - 10 5/16"

100-1

BRING UP GRADE AS NEEDED BENEATH NEW SIDE WALK

SOUTH WEST ELEVATION 2 1/4" = 1'-0"

PROJECT

SECOND FLOOR CEILING PLAN 1/4" = 1'-0"

SCALE

ROOF BASE 18' - 10 5/16"

BRICK HEAD 14' - 2"

SECOND FLOOR 9' - 3"

ISSUE DATE:

PROJECT

SCALE

SOUTH FIFTH STREET

LEWISBURG BOROUGH BUILDING - LEWISBURG, PA

SOUTH FIFTH STREET

6/15/2017 9:21:02 AM

LEWISBURG BOROUGH BUILDING - LEWISBURG, PA

DATE PRINTED

5 STAM

NEW INFLLED AREA

SKIM, PATCH, AND PAINT EXISTING CEILING SKIM, PATCH, AND PAINT EXISTING CEILING

NEW INFLLED AREA

GROUND FLOOR CEILING PLAN 1/4" = 1'-0"

REVISION DESCRIPTION DATE

CEILING PLANS

06 15 2017 17020

A-3.1 1/4" = 1'-0"

STAM

BRICK HEAD 14' - 2"

SECOND FLOOR 9' - 3"

GROUND FLOOR 0' - 0"

NORTH EAST ELEVATION 1 1/4" = 1'-0"

GROUND FLOOR 0' - 0"

REVISION

DESCRIPTION

DATE

ELEVATIONS

06 15 2017 17020

A-4.1

1/4" = 1'-0"

SHEET NAME

PROJECT NUMBER:

BASEMENT PLAN LEVEL 1 LEVEL 2 LEVEL 3 SITE PLAN ELEVATIONS

232 EAST MAIN STREET LOCK HAVEN, PA 17745

ISSUE DATE:

232 EAST MAIN STREET LOCK HAVEN, PA 17745

CLINTON COUNTY COURTHOUSE

A101 A102 A103 A104 A-106 A-201

Project Number

DRAWING INDEX SHEET NUMBER

Issue Date

ARCHITECT:

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING

STAMP

STROSSER ARCHITECTURE & CONSERVATION PO BOX 88 LEWISBURG, PA 17837 319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

STAMP

REVISIONS

A-LEVEL 2 1/8" = 1'-0"

DESCRIPTION

ISSUE DATE:

PROJECT NUMBER:

DATE

Issue Date Project Number

LEVEL 2

11/4/2017 2:11:46 PM

DATE PRINTED

These Drawings and Specifications as instruments of service are, and shall remain, the property of Strosser Architecture & Conservation, Inc. whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect.

232 EAST MAIN STREET LOCK HAVEN, PA 17745

CLINTON COUNTY COURTHOUSE

DATE PRINTED:

11/4/2017 2:11:37 PM

PROJECT TEAM

A103 5

SCALE

1/8" = 1'-0"

STAMP

232 EAST MAIN STREET LOCK HAVEN, PA 17745

CLINTON COUNTY COURTHOUSE

REVISIONS

A-ROOF PLAN 1/8" = 1'-0"

DESCRIPTION

ISSUE DATE:

PROJECT NUMBER:

DATE

Issue Date Project Number

11/4/2017 2:12:14 PM

SITE PLAN

DATE PRINTED

A-106 5

1/8" = 1'-0"

SCALE

STAMP

REAR PARAPET 40' - 10" ROOF HEIGHT 37' - 8"

LEVEL 3 26' - 4"

LEVEL 2 13' - 2"

LEVEL 1 0' - 0"

BASEMENT -9' - 8" 2

A-EAST ELEVATION 3/32" = 1'-0"

REAR PARAPET 40' - 10"

ROOF HEIGHT 37' - 8"

LEVEL 3 26' - 4"

LEVEL 2 13' - 2"

PEW LEVEL 16' - 8" LEVEL 2 13' - 2"

A-NORTH ELEVATION 3/32" = 1'-0"

232 EAST MAIN STREET LOCK HAVEN, PA 17745

BASEMENT -9' - 8" 1

CLINTON COUNTY COURTHOUSE

ROOF HEIGHT 37' - 8"

REVISIONS

DATE PRINTED

A-SOUTH ELEVATION 3/32" = 1'-0"

LEVEL 1 0' - 0"

BASEMENT -9' - 8"

BASEMENT -9' - 8" 4

DESCRIPTION

ISSUE DATE:

11/4/2017 2:13:47 PM

PROJECT NUMBER:

Issue Date Project Number

ELEVATIONS

A-201

A-WEST ELEVATION 3/32" = 1'-0" 3

DATE

SCALE

3/32" = 1'-0"

SHEET NUMBER

SHEET NAME HALL ROOF PLAN HALL ELEVATIONS ROOF DETAILS AND SECTIONS STORAGE SHED ROOF PLAN

PROJECT NUMBER:

MEM

A-1.1 A-1.2 A-1.3 A-2.1

17025

DRAWING INDEX

HA IAL

GENERAL NOTES

LL 1. OWNER/AGENT WILL OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY ANY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. SHED ENANCE MAINT

6. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE AND PROPER DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, AND FINISHES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING PROPERTIES

JANE E. DeLONG MEMORIAL HALL - ROOF REPLACEMENT 17 CHRUCH STREET, WASHINGTONVILLE, PA

9. PROVIDE ALL MATERIALS AND FINISHES AS REQUIRED TO PROVIDE A “FINISHED” PRODUCT. 10. GENERAL CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES, REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION RELATIVE TO THIS PROJECT, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING:

A. 2009 INTERNATIONAL BUILDING CODE B. 2009 INTERNATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION CODE D. 2008 NATIONAL ELECTRIC CODE E. 2009 ANSI A117.1 / 2015 IBC CHAPTER 11 APPENDIX E

A - SITE PLAN 1" = 30'-0" PROJECT DIRECTORY OWNER: JANE E. DELONG MEMORIAL CLIENT CONTACT: TYLER DOMBROSKI ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821 PHONE: (570) 847-5125 CONTACT: TED STROSSER, AIA, ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM CONTACT: JASON CLAPP PROJECT MANAGER EMAIL: JASON@STROSSERARCHITECTURE.COM PHONE: (208) 301-4345 GENERAL CONTRACTOR: TBD

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

NOTICE TO CONTRACTOR AND TRADES ALL TRADES WILL BE RESPONSIBLE FOR THE CONTENTS CONTAINED WITHIN, FOR THE INFORMATION THAT IS REPRESENTED UPON ALL SHEETS. THIS SET HAS BEEN PRODUCED WITH THE INTENTION OF IT BEING USED AS A SINGULAR TOOL FOR THE CONSTRUCTION OF THIS PROJECT. NO SINGLE DRAWING WILL STAND ALONE, AND AT NO TIME WILL THE ARCHITECT OR OWNER BE RESPONSIBLE FOR ACTIONS TAKEN BY A CONTRACTOR OR SUBCONTRACTOR WHO HAS NOT REVIEWED, AND IS NOT IN POSSESSION OF, A FULL SET OF DRAWINGS. BE ADVISED, THERE ARE NOTES ON THE PLANS FOR ONE SPECIFIC TRADE, THAT WILL PERTAIN TO THE WORK OF OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR THE CLEAR COMMUNICATION BETWEEN ALL TRADES, AND THAT ALL WORKERS HAVE ADEQUATELY REVIEWED ALL DRAWINGS AND LOCATED ALL WORK THAT WOULD FALL UNDER THEIR RESPONSIBILITY. ALL TRADES ARE TO EXAMINE ALL PROJECT SPECIFICATIONS, DRAWINGS, AND VISIT THE SITE TO DEVELOP A COMPLETE UNDERSTANDING OF THE PROJECT SCOPE. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM ALL WORK REQUIRED FOR A COMPLETE INSTALLATION. UPON REVIEW OF THE DOCUMENTS, ADVISE THE ARCHITECT OF ANY DISCREPANCIES WHICH WILL AFFECT THE WORK REQUIRED IN A TIMELY MANNER SO THE ARCHITECT CAN HAVE THE OPPORTUNITY TO PROVIDE DIRECTION PRIOR TO BEGINNING AFFECTED WORK.

PROJECT DESCRIPTION 1. THIS PROJECT IS THE REMOVAL AND REPLACEMENT OF THE EXISTING METAL ROOF ON THE JANE E. DELONG MEMORIAL HALL'S MAIN ROOF, FRONT PORCH, THE REPAIR OF ANY DAMAGED CLADDING ELEMENTS ON THE STEEPLE, AND THE REPLACEMENT OF THE MAINTENANCE SHED ROOF ON THE PROPERTY. 2. PRIME CONTRACTORS RESPONSIBLE FOR PERMIT INSPECTION SCHEDULING AND APPROVALS. 3. 2009 IEBC WILL BE REFERENCED REGARDING CONSTRUCTION REVISIONS FOR THIS PROJECT IN ADDITION TO THE CODES DESCRIED IN THE GENERAL NOTES SECTION ON THIS PAGE. 4. THE PROJECT IS TO INCLUDE ALL MISC. FRAMING, BLOCKING, GWB WALLS & CEILINGS, DOOR REVISIONS, MECHANICAL REVISIONS, AND ELECTRICAL POWER/LIGHTING/DATA REVISIONS AS DESCRIBED IN THE PROJECT DOCUMENTS AS NEEDED TO COMPLETE PROJECT.

17 CHRUCH STREET, WASHINGTONVILLE, PA ISSUE DATE:

5. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008)

06 19 2017

ARCHITECT:

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING

STAMP

STROSSER ARCHITECTURE & CONSERVATION

DATE PRINTED:

6/9/2017 2:40:41 PM

PROJECT TEAM

PO BOX 88 LEWISBURG, PA 17837 319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

STAMP

FLASHING REPLACEMENT

5" /

" 1'-0

5" / 2" / 1'-0

" 2" / 1'-0

1'-0 "

REMOVE AND REPLACE EXISTING STANDING SEAM ROOFING

7/8

1'0"

2" / 1'-0

NEW 12X10 ALUMINUM GUTTER CONDUCTOR, RE: SPECIFICATIONS

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

FLASHING REPLACEMENT

5" /

" 1'-0

5" /

1'-0 "

NEW 12X10 ALUMINUM GUTTER CONDUCTOR, RE: SPECIFICATIONS

" 2" / 1'-0

"/ 7/8

1'-

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

17 CHRUCH STREET, WASHINGTONVILLE, PA

JANE E. DeLONG MEMORIAL HALL - ROOF REPLACEMENT

DESCRIPTION

DATE

REVISIONS REMOVE AND REPLACE EXISTING STANDING SEAM ROOFING

CONSTRUCTION DRAWINGS 06/19/17 ISSUE DATE:

06 19 2017 17025

HALL ELEVATIONS

6/9/2017 2:40:50 PM

DATE PRINTED

PROJECT NUMBER:

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

4 5

A-1.2

EAST ELEVATION 1/8" = 1'-0" 3

SCALE

1/8" = 1'-0"

EXISTING CEDAR SHINGLES TO REMAIN

EXISTING METAL ROOFING TO REMAIN. POUND DOWN EXISTING METAL RIBS TO CREATE FLAT SURFACE FOR NEW PURLINS

NEW STANDING SEAM ROOFING

NEW 1X4 FURRING STRIPS @ 16" O.C.

5" /

" 2" / 1'-0

RE CTU TRU

FLASH OVER EXISTING FASCIA

EXISTING GUTTER

ROOF BASE 20' - 6"

EXISTING PURLINS TO REMAIN

STAMP

" +/ 1'-0

FLASH OVER EXISTING FASCIA NG STI EXI

ROOF BASE 20' - 6"

EXISTING GUTTER EXISTING PURLINS TO REMAIN

EXISTING DOWNSPOUT BEYOND TO REMAIN

EXISTING SOFFIT TO REMAIN

PORCH ROOF DETAIL SECTION 1" = 1'-0"

A A-1.3

B A-1.3

ROOF BASE 20' - 6"

ROOF DETAIL SECTION 1" = 1'-0"

17 CHRUCH STREET, WASHINGTONVILLE, PA

JANE E. DeLONG MEMORIAL HALL - ROOF REPLACEMENT

EXISTING BRICK WALL

DESCRIPTION

DATE

REVISIONS #

CONSTRUCTION DRAWINGS 06/19/17

HALL FLOOR 0' - 0"

ISSUE DATE:

6/9/2017 2:40:53 PM

PROJECT NUMBER:

HALL FLOOR 0' - 0" BASEMENT -9' - 0"

DATE PRINTED

BUILDING SECTION 1/4" = 1'-0"

A-1.3

PORCH SECTION 1/4" = 1'-0"

06 19 2017 17025

ROOF DETAILS AND SECTIONS

As indicated

SCALE

STAMP

41' - 10"

D NEW STEP FLASHING AROUND CHIMNEY

3' - 0" 1' - 6"

1' - 6" 3' - 0"

APPROXIMATE ROOF AREA FOR HALL = 3163 SF +/-

SNOW CLIPS, EVERY RIB

A-1.2

REMOVE/REPLACE CHIMNEY STEP FLASHING

EXISTING CONDITION OF ROOF ON NORTH SIDE OF BUILDING

REPLACE ALUMINUM SIDING ON STEEPLE TO MATCH EXISTING

1' - 6" 3' - 0"

9' - 8"

REMOVE AND REPLACE EXISTING ALUMINUM SIDING TO MATCH EXISTING

17 CHRUCH STREET, WASHINGTONVILLE, PA

REPLACE ALUMINUM FLASHING ON STEEPLE TO MATCH EXISTING

1 A-1.3

JANE E. DeLONG MEMORIAL HALL - ROOF REPLACEMENT

60' - 2 1/2"

FLATTEN ALL EXISTING RIBS BEFORE APPLYING NEW 1X4 FURRING TO SURFACE

A-1.2

FLATTEN ALL EXISTING RIBS BEFORE APPLYING NEW 1X4 FURRING TO SURFACE

SNOW CLIPS, EVERY RIB

DESCRIPTION

DATE

REVISIONS #

NEW 12X8 ALUMINUM CONDUCTOR HEAD, RE: SPECIFICATIONS

2 A-1.3

CONSTRUCTION DRAWINGS 06/19/17

SNOW CLIPS, EVERY RIB 8' - 6"

24' - 10"

ISSUE DATE:

8' - 6"

PROJECT NUMBER:

06 19 2017 17025

6/9/2017 2:40:45 PM

HALL ROOF PLAN

DATE PRINTED

1 5

A - HALL ROOF PLAN 3/16" = 1'-0" 4

A-1.2

A-1.1

BASIS OF DESIGN, CONTRACTOR TO VERIFY SIZE REQUIREMENTS IN FIELD WITH EXISTING DRAINAGE SYSTEM AND ALTER DOWNSPOUT AS REQUIRED.

SCALE

3/16" = 1'-0"

SHEET NUMBER

ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821 CONTACT: TED STROSSER, ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM PHONE: (570) 847-5125 CONTACT: JASON CLAPP, PROJECT MANAGER EMAIL: JASON@STROSSERARCHITECTURE.COM PHONE: (208) 301-4345 CONTACT: WILLIAM MORRIS, INTERN EMAIL: 1WDMORRIS@GMAIL.COM PHONE: (570) 394 0907 CONTRACTOR: CARL MENTCH OWNER: CHRIS AND LORI BETZ 189 MAGARGLE ROAD DANVILLE, PA 17821

A101 A102 A103 A104 A201 A202 A301 A302 A600 A601 A602 E101 M101 P101 S100 S101

SHEET NAME DEMO PLANS BASEMENT LEVEL PLAN MAIN LEVEL PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 2 BUILDING SECTIONS WALL SECTIONS RESIDENTIAL CABINETRY SPECIFICATION ENLARGED - KITCHEN ENLARGED - MASTER BED ROOM POWER AND LIGHTING PLAN MECHANICAL PLAN PLUMBING PLAN STRUCTURAL NOTES STRUCTURAL PLANS

PROJECT NUMBER:

LOCATION: 189 MAGARGLE ROAD DANVILLE, PA 17821

2016 10 14

DRAWING INDEX

PROJECT DIRECTORY

GENERAL NOTES 1. OWNER/AGENT WILL OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS.

BETZ HOME RENOVATION - PERMIT SET

3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTION THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS. 4. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY APPROVAL OF ANY WORK. THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE WISHES TO OBTAIN ARCHITECT'S OPINION OF THOSE ITEMS. 5. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEWLY INSTALLED MATERIALS, FINISHES, AND ASSEMBLIES FROM DAMAGE THROUGHOUT CONSTRUCTION. 6. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE AND PROPER DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, AND FINISHES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING PROPERTIES 9. PROVIDE ALL MATERIALS AND FINISHES AS REQUIRED TO PROVIDE A “FINISHED” PRODUCT. 10. GENERAL CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES, REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION RELATIVE TO THIS PROJECT, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: A. 2009 INTERNATIONAL RESIDENTIAL CODE B. 2009 INTERATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION CODE D. 2008 NATIONAL ELECTRIC CODE 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

189 MAGARGLE ROAD DANVILLE, PA 17821

1. THIS PROJECT IS TO BE AN ADDITION AND RENOVATION TO AN EXISTING BUILDING LOCATED AT 189 MAGARGLE ROAD, DANVILLE, PA 17821

EXISTING HOUSE AREA BASEMENT LEVEL (GROSS): MAIN LEVEL (GROSS): SECOND LEVEL (GROSS): TOTAL

1,138 SF 1,193 SF 1,038 SF 3,369 SF

EXISTING GARAGE (GROSS):

ARCHITECT:

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING

STAMP

665

EXISTING FRONT PORCH: EXISTING BACK DECK

180 365

SF SF

EXISTING ROOF AREA:

2978

3. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008)

PROPOSED ADDITIONS FAMILY ROOM SUBSTRUCTURE MASTER BED ROOM SUBSTRUCTURE: FAMILY ROOM (GROSS): MASTER BED ROOM (GROSS): TOTAL ADDITIONS

335 555 335 555 890

SF SF SF SF SF

RENOVATION AREA MAIN LEVEL:

1193

ADDITIONAL ROOF AREA:

1244

COMPLETED HOUSE TOTALS BASEMENT LEVEL (GROSS) MAIN LEVEL (GROSS) SECOND LEVEL (GROSS): TOTAL HOME AREA GARAGE (GROSS) FRONT PORCH BACK DECK

DATE PRINTED:

319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

4,222

DESIGN BUILD CONTRACT DISCLAIMER: THESE DRAWINGS HAVE BEEN PREPARED AS DESIGN/BUILD DOCUMENTS FOR USE BY THE DESIGN BUILD CONTRACTOR ARE NOT COMPLETE IN SCOPE AND DETAIL FOR USE AS A SET OF COMPETITIVE BID DOCUMENTS. BIDDER ACKNOWLEDGES AND AGREES THAT THE DRAWINGS ARE INCOMPLETE; AND, SHALL BE RESPONSIBLE TO OBTAIN CLARIFICATION OF WORK FROM THE DESIGN/BUILD CONTRACTOR AND PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM FOR THEIR RESPECTIVE TRADES.

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS WOOD FRAME WALL: R-20 PROVIDED: R-21 BATT FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT BASEMENT WALL: R-10/13 PROVIDED: R-21.3 RIGID (10-1/4" SUPERIOR WALL) BASEMENT WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

PO BOX 88 LEWISBURG, PA 17837

SF SF SF SF

665 SF 180 SF TBD

TOTAL ROOF AREA

STROSSER ARCHITECTURE & CONSERVATION These Drawings and Specifications as instruments of service are, and shall remain, the property of Ted Strosser Architecture & Conservation whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect.

1,693 2,083 1,038 4,814

8' - 2 1/4"

FIRE PLACE AS DRAWN TO BE A VENTLESS GAS LOG SET, WITHIN A MASONRY FIRE BOX, ON A RAISED FLAGSTONE HEARTH, W/ WOOD FRAME CHIMNEY, OVERLAYED WITH STONE VENEER

2' - 10"

5' - 8 1/4"

3' - 4"

2' - 10"

1. OWNER AND FAMILY WILL BE LIVING IN EXISTING HOUSE DURING CONSTRUCTION.

3' - 10"

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS INDICATED ARE TO THE FACE OR CENTERLINE OF WALL STUD OR CABINETRY COMPONENT, NOT NECESSARILY THE FINISHED WALL ASSEMBLY.

A202 W1

1 W3

A301

EXISTING PICTURE WINDOW MOVED FROM OLD FAMILY ROOM

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

249 SF

LAUNDRY 5' - 0"

1' - 6"

1' - 8"

BOOK CASES

INFILL WALL

BOOK CASES

BUILD OUT BULK HEAD AROUND BEAM FOR MOVABLE BOOK CASES

48 SF

FRONT ROOM

SITTING

ENTRY HALL

269 SF

189 SF

26 SF

(NEW TILE TOTAL AREA 116 SF) 4

MASTER BATH

1 A602

104 SF

TOILET D3

32 SF

CONTRACTOR TO PRICE OUT FAMILY ROOM SEPARATE FROM REST OF PROJECT.

3 W1 W1

EXIST

DS 9' - 0"

4' - 0"

4' - 2"

18' - 0"

1 A201

4' - 0"

3/22/2017 8:55:01 AM

DATE PRINTED

32"X80" INTERIOR PANEL POCKET DOOR TO MATCH EXISTING (QUANTITY 4 THIS NUMBER INCLUDES CURRENT MUD ROOM DOOR TO BE REUSED)

FIRST FLOOR ASSEMBLY: FINISHED FLOOR, ON FLOOR SHEATHING (RE: STRUCTURAL), ON TJI JOISTS (RE:STRUCTURAL) W/ R-30 MIN.

BASEMENT FLOOR: 4" 3500 PSI CONCRETE SLAB, RADON MITIGATION (IF NEEDED), ON 6 MIL VAPOR BARRIER MINIMUM, 6" 2B CRUSHED STONE, ON COMPACTED SUB GRADE.

REVISIONS

4' - 0"

6' - 11 1/2"

7' - 0"

32"X80" INTERIOR PANEL STANDARD SWING DOOR TO MATCH EXISTING

60"X84" SLIDING BARN DOOR (QUANTITY 1)

5' - 0"

(QUANTITY 1)

NEW - BOOK CASES 3/8" = 1'-0"

DESCRIPTION

DATE

PERMIT SET

3/22/17

CABINETRY SPECIFICATION:

THESE DRAWINGS HAVE BEEN PREPARED AS DESIGN/BUILD DOCUMENTS FOR USE BY THE DESIGN BUILD CONTRACTOR ARE NOT COMPLETE IN SCOPE AND DETAIL FOR USE AS A SET OF COMPETITIVE BID DOCUMENTS. BIDDER ACKNOWLEDGES AND AGREES THAT THE DRAWINGS ARE INCOMPLETE; AND, SHALL BE RESPONSIBLE TO OBTAIN CLARIFICATION OF WORK FROM THE DESIGN/BUILD CONTRACTOR AND PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM FOR THEIR RESPECTIVE TRADES.

(IN CASES OF WALL TILE REPLACE GWB WITH SPECIFIED TILE TO BE INSTALLED ON 1/2" CEMENT BOARD)

2' - 8"

6' - 8"

2' - 8"

6' - 8"

INTERIOR DOOR LEGEND

INTERIOR WALL: 1/2" GWB PTD, ON 2X4 STUD FRAMING @ 16" O.C., ON 1/2 GWB, PTD.

4' - 10"

INTERIOR WALL: 1/2" GWB PTD, ON 2X6 STUD FRAMING @ 16" O.C., ON 1/2" GWB, PTD.

4' - 0"

CONTRACTOR TO PRICE OUT FAMILY ROOM FIRE PLACE SEPARATE FROM TOTAL FAMILY ROOM COST.

BASEMENT FOUNDATION WALL:10 1/4" 4'-8" SUPERIOR WALLS, PROVIDE PERIMETER FOUNDATION DRAIN TO DAYLIGHT.

DESIGN BUILD CONTRACT DISCLAIMER:

( IN MASTER BATH AREA PLACE MOISTURE RATED GWB PTD.)

A103

NOTE: B

26' - 0"

MUD ROOM

A202

W4 1' - 6"

EXISTING BEAM WRAP

W4 EXIST

101 SF

5' - 0"

EXIST

3' - 5 1/2"

EXIST

4' - 10 1/4"

BASEMENT FOUNDATION WALL: 10 1/4" 10'-0" SUPERIOR WALLS, PROVIDE PERIMETER FOUNDATION DRAIN TO DAYLIGHT.

MASTER WALK IN CLOSET

(NEW CARPET TOTAL AREA 350 SF)

234 SF

61 SF A201

MASTER BED ROOM

13' - 1 1/2"

239 SF

(NEW TILE TOTAL AREA 110 SF)

EXTERIOR WALL 1: 4" HORIZONTAL VINYL SIDING (TO MATCH EXISTING), ON WALL SHEATHING, ON 2X6 STUD FRAMING @ 16" O.C., W/R-21 MIN. BATT INSULATION, ON VAPOR BARRIER, ON 1/2" GWB PTD.

REUSED

DINING ROOM

KITCHEN

615 SF

ROOF ASSEMBLY 1: ASPHALT SHINGLES, ON ROOF SHEATHING (RE: STRUCTURAL), ON ROOF TRUSSES (RE: STRUCTURAL), W/ R-38 MIN. BATT INSULATION, ON 1/2" GWB PTD.

4' - 6 3/4"

NOTE: CONNECT NEW SINK TO EXISTING DRAIN

GARAGE

(NEW WOOD FLOORING MULICAN: HICKORY GRANITE TOTAL AREA: 1270 SF)

BUILDING ASSEMBLIES R1

2' - 5 3/4"

18' - 0"

VAULTED CEILING PEAK

18' - 0"

9' - 6 1/4"

W4 2 A301

5. ALL PLUMBING FIXTURES TO BE SELECTED BY OWNER

(FUTURE DECK BY OWNER) 9' - 6 1/4"

286 SF

W2 W1

2' - 1"

FAMILY ROOM

4. UNLESS OTHERWISE NOTED, ALL DOOR ROUGH OPENINGS SHALL BE LOCATED 6" FROM THE NEAREST ADJACENT WALL, OR CENTERED ON THE WALL WITHIN THE ROOM TO WHICH THE DOOR LEADS.

6' - 0"

FLAG STONE HEARTH

6' - 0"

STONE VENEER

3. G.C. TO LAYOUT DESIGN INTENT WITH EXISTING CONDITIONS. IN THE CASE OF DISCREPANCY, G.C. IS TO CONTACT OWNER AND ARCHITECT BEFORE PORTION OF THE WORK IS STARTED.

FINAL DESIGN TO REQUIRE FURTHER DEVELOPMENT WITH OWNER AND CONTRACTOR.

3' - 4"

STAMP

FLOOR PLAN GENERAL NOTES:

18' - 0" 7' - 10"

AREA ANALYSIS

189 MAGARGLE ROAD DANVILLE, PA 17821

PROJECT DESCRIPTION

2. THE PROJECT IS TO INCLUDE ALL MISC. FRAMING, BLOCKING, GWB WALLS & CEILINGS, PAINT, DOORS, WINDOWS, MECHANICAL HVAC SYSTEMS, AND ELECRTICAL POWER/LIGHTING INSTALLATION AS DESCRIBED IN THE PROJECT DOCUMENTS AS NEEDED TO COMPLETE PROJECT.

PROJECT TEAM 3/22/2017 8:54:47 AM

03 22 2017

BETZ HOME RENOVATION PERMIT SET

ISSUE DATE:

189 MAGARGLE ROAD DANVILLE, PA 17821

2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY ANY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS.

CABINET QUALITY ASSURANCE: OBTAIN CABINETS FROM SINGLE SOURCE (MANUFACTURER OR CABINETMAKER)

SHOP DRAWINGS FOR ARCHITECT/OWNER APPROVAL WILL BE REQUIRED.

ALL CABINETS TO HAVE A PAINTED SATIN OR SEMI-GLOSS FINISH. FINAL COLOR TBD

KITCHEN COUNTERTOP MATERIALS TO BE SOAPSTONE OR BUTCHER BLOCK AS INDICATED WITH A SQUARE OR EASED EDGE PROFILE, FINAL SELECTIONS TO BE DETERMINED WITH OWNER.

ALL KITCHEN BASE CABINETS TO HAVE SLIDE OUT SHELVES, TYP. UNLESS NOTED OTHERWISE, FINAL LAYOUT TO BE REVIEWED W/ OWNER.

PROVIDE SEPARATE PRICE FOR REMOVABLE BOOKCASES IN FRONT ROOM

ISSUE DATE:

PROJECT NUMBER:

03 22 2017 2016 10 14

MAIN LEVEL PLAN

A103 SCALE

As indicated

STAMP

1 A301

EXISTING

NEW

D NEW ASPHALT SHINGLES TO MATCH EXISTING

T.O. PLATE SECOND FLOOR 16' - 10 3/4"

SECOND LEVEL MAIN LEVEL T.O. 8' - PLATE 10 3/4" 8' - 0"

DESIGN BUILD CONTRACT DISCLAIMER:

SHUTTERS TO MATCH EXISTING

NEW VINYL SIDING TO MATCH EXISTING

MAIN LEVEL 0' - 0" GARAGE LEVEL -1' - 6"

CEMENT PARGING

FOUNDATION LEVEL -10' - 11 1/2"

EXTERIOR DOOR AND WINDOW LEGEND

72"X84" EXTERIOR STEEL DOOR (QUANTITY 1)

60"X80" EXTERIOR GLASS (QUANTITY 1: REUSE EXSISTING DOOR FROM FAMILY ROOM)

36"X80" EXTERIOR GLASS (QUANTITY 2)

5' - 2 3/4"

6' - 0"

CEMENT PARGING

42"X32" ARCHED CASEMENT W/SCREEN (QUANTITY 1)

GARAGE LEVEL -1' - 6"

4' - 0" 2' - 10"

32"X60" DOUBLE HUNG W/SCREEN (QUANTITY 2)

24"X25" CASEMENT 3 FACTORY MULLED UNITS W/ SCREENS (QUANTITY 1)

REVISIONS

32"X48" DOUBLE HUNG 2 FACTORY MULLED UNITS (QUANTITY 2)

DESCRIPTION

4' - 0"

FOUNDATION LEVEL -10' - 11 1/2"

PROJECT NUMBER:

PRE-MANUFACTURED WOOD TRUSSES, RE: STRUCTURAL

A201

STAMP

PRE-MANUFACTURED WOOD TRUSSES, RE: STRUCTURAL

ASPHALT ROOFING SHINGLES

R-38 (MIN) BATT INSULATION

2X12 BLOCKING

3' ICE AND WATER SHEILD

END FLASHING

ROOF SHEATHING, RE: STRUCTURAL

ALUMINUM RAIN GUTTER TO MACH EXISTING

MAIN LEVEL T.O. PLATE 8' - 0"

FASCIA BOARD WRAPED TO MATCH EXISTING

VINYL VENTED SOFFIT TO MATCH EXISTING

DOUBLE TOP PLATE

VINYL SIDING TO MATCH EXISTING

WINDOW HEADER, RE: STRUCTURAL

DESIGN BUILD CONTRACT DISCLAIMER:

WALL SHEATHING, RE: STRUCTURAL WALL SHEATHING, RE: STRUCTURAL

WALL SHEATHING, RE: STRUCTURAL

W1 2X6 STUD @ 16" O.C. W/R-21 (MIN) BATT INSULATION

1/2" GWB, PTD

FINISHED FLOOR RE: BUILDING ASSEMBLIES

FLOOR SHEATHING, RE: STRUCTURAL

1-1/4" LSL RIM JOIST

MAIN LEVEL 0' - 0"

1-1/4" LSL RIM JOIST MAIN LEVEL R-30 (MIN) BATT INSULATION

R-30 (MIN) BATT INSULATION TJI FLOOR JOISTS, RE: STRUCTURAL

0' - 0"

TJI FLOOR JOISTS, RE: STRUCTURAL

2X P.T. SILL PLATE

1/2" GWB TAPE ALL SEAMS ANCHOR BOLT PER SUPERIOR WALLS SPECIFICATIONS

1/4" = 1'-0"

SCALE

189 MAGARGLE ROAD DANVILLE, PA 17821

03 22 2017 2016 10 14

BETZ HOME RENOVATION PERMIT SET

DATE PRINTED

32"X48" DOUBLE HUNG (QUANTITY 2)

3/22/17

EXTERIOR ELEVATIONS W5

DATE

PERMIT SET

ISSUE DATE:

2' - 10"

A - NORTH ELEVATION 1/4" = 1'-0"

2' - 7"

CRAWL SPACE FOUNDATION -5' - 7 7/8"

A 3/22/2017 8:55:26 AM

5' - 0"

2' - 0"

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

2' - 7 1/2"

MAIN LEVEL 0' - 0"

2' - 0"

1' - 10"

2' - 0"

4' - 8"

3' - 5 1/2"

MAIN LEVEL T.O.SECOND LEVEL 8' - 10 3/4" PLATE 8' - 0"

NEW VINYL SIDING TO MATCH EXISTING

2' - 0"

3' - 6"

NEW ASPHALT SHINGLES TO MATCH EXISTING 3' - 5 1/2"

STONE VENEER

REUSED

T.O. PLATE SECOND FLOOR 16' - 10 3/4"

2 A301

ANCHOR BOLT PER SUPERIOR WALLS SPECIFICATIONS FOUNDATION WALL TO BE 40" MIN BELOW GRADE

CONCRETE PARGE EXPOSED SUPERIOR WALL 6" BELOW FINISH GRADE, TYPICAL

W3 SUPERIOR WALLS Xi PLUS INSULATION FOUNDATION SYSTEM (R-21.3)

EXISTING

7' - 0"

NEW

6' - 0" 2' - 11 1/4"

189 MAGARGLE ROAD DANVILLE, PA 17821

A - WEST ELEVATION 1/4" = 1'-0"

6' - 7 1/2"

BETZ HOME RENOVATION PERMIT SET

W3 SUPERIOR WALLS Xi PLUS INSULATION FOUNDATION SYSTEM (R-21.3)

COMPACTED GRAVEL PER SUPERIOR WALL REQUIREMENTS

PERFORATED FOUNDATION DRAIN TO DAYLIGHT

CRAWL SPACE FOUNDATION -5' - 7 7/8" F2 4" CONCRETE SLAB W/ VAPOR BARRIER

REVISIONS #

GRAVEL BASE

DESCRIPTION

DATE

PERMIT SET

3/22/17

COMPACTED GRAVEL PER SUPERIOR WALL REQUIREMENTS

PERFORATED FOUNDATION DRAIN TO DAYLIGHT

FOUNDATION LEVEL -10' - 11 1/2"

3/22/2017 8:56:04 AM

ISSUE DATE:

WALL SECTION 2 1" = 1'-0"

PROJECT NUMBER:

03 22 2017 2016 10 14

WALL SECTIONS

GRAVEL BASE

DATE PRINTED

WALL SECTION 1 1 1" = 1'-0"

A302 5

SCALE

1" = 1'-0"

SHEET NUMBER

SHEET NAME

A100 A101 A102 A103 A104 A105 A201 A202 A301 A401 A402 A501 A600 A601 A602 A603 A604 E101 E102 M101 P101 S100 S101 S102 Z-101

ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821 CONTACT: TED STROSSER, ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM PHONE: (570) 847-5125 CONTACT: WILLIAM MORRIS, INTERN EMAIL: 1WDMORRIS@GMAIL.COM PHONE: (570) 394 0907 CONTRACTOR: FRANK GRIFFETH OWNER: MANDY MEIXELL 1549 MONROE AVE LEWISBURG, PA 17837

SITE PLAN DEMO PLANS BASEMENT LEVEL PLAN MAIN LEVEL PLAN SECOND FLOOR ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS REFLECTED CEILING PLAN FINISH SCHEDULE KITCHEN AND LAUNDRY DETAILS COMMON ROOM DETAILS STUDY DETAILS DRESSING ROOM AND MASTER BATH DETAILS POWER PLANS LIGHTING PLANS HVAC PLANS PLUMBING PLANS STRUCTURAL NOTES STRUCTURAL PLANS STRUCTURAL PLANS ZONING PLAN

PROJECT NUMBER:

LOCATION: 1549 MONROE AVE LEWISBURG, PA 17837

17009

DRAWING INDEX

PROJECT DIRECTORY

MEIXELL RESIDENCE PERMIT SET

ABBREVIATIONS DS GWB PT PTD SF

A. 2009 INTERNATIONAL RESIDENTIAL CODE B. 2009 INTERATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION CODE D. 2008 NATIONAL ELECTRIC CODE

DOWN SPOUT GYPSUM WALL BOARD PRESSURE TREATED PAINTED SQUARE FEET

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

NOTICE TO CONTRACTOR AND TRADES

1549 MONROE AVE LEWISBURG, PA 17837 05 22 2017

AREA ANALYSIS

1. THIS PROJECT IS TO BE AN ADDITION AND RENOVATION TO AND EXISTING HOME LOCATED AT 1549 MONROE AVE LEWISBURG, PA 17837

EXISTING HOUSE AREA BASEMENT LEVEL (GROSS): MAIN LEVEL (GROSS): TOTAL

1,416 1,416 2,832

SF SF SF

ADDITION AREAS: BASEMENT LEVEL (GROSS): MAIN LEVEL (GROSS, NOT INCLUDING GARAGE): UPPER LEVEL (GROSS)

GARAGE AREA: SUN PORCH: COVERED PORCH

683 100 225

SF SF SF

ROOF AREA: GARAGE AREA:

EXISTING ROOF AREA:

2,668

2. THE PROJECT IS TO INCLUDE ALL MISC. FRAMING, BLOCKING, GWB WALLS & CEILINGS, PAINT, DOORS, WINDOWS, MECHANICAL HVAC SYSTEMS, AND ELECTRICAL POWER/LIGHTING INSTALLATION AS DESCRIBED IN THE PROJECT DOCUMENTS AS NEEDED TO COMPLETE PROJECT.

PROJECT TEAM

3. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008)

STAMP

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING

824 1193 868 2,885

SF SF SF SF

1,975 242

SF SF

PO BOX 88 LEWISBURG, PA 17837

3 3

A201

A301

10' - 0" 3' - 0"

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

34' - 6"

5' - 0"

3' - 0"

3' - 6"

5' - 0 1/2"

5' - 4 3/4"

A601 -

7' - 2"

LIVING ROOM

191 SF

247 SF

CONCRETE PAD

BUILDING ASSEMBLIES

36" COUNTER BOOKCASE BELOW OPENING

BOOKCASE

6' - 0"

233 SF

VACUUMED STORAGE

CABINETS ABOVE

D1 2' - 1"

MUD ROOM

84 SF COATS

ROOF ASSEMBLY 1: ASPHALT SHINGLES, ON ROOF SHEATHING (RE:STRUCTURAL), ON ROOF TRUSSES (RE: STRUCTURAL), W/ R-38 MIN. BATT INSULATION, ON 1/2" GWB PTD.

ROOF ASSEMBLY 2: ASPHALT SHINGLES, ON ROOF SHEATHING (RE:STRUCTURAL), ON 2X10 FRAMING (RE: STRUCTURAL), W/ R-38 MIN. BATT INSULATION, ON 1/2" GWB PTD.

EXTERIOR WALL 1: 4" HORIZONTAL VINYL SIDING (TO MATCH EXISTING), ON WALL SHEATHING, ON 2X6 STUD FRAMING @ 16" O.C., W/R-21 MIN. BATT INSULATION, ON VAPOR BARRIER, ON 1/2" GWB PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X6 STUD FRAMING @ 16" O.C., W/ R-21 MIN BATT INSULATION ON 1/2" GWB, PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X6 STUD FRAMING @ 16" O.C., ON 1/2 GWB, PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X4 STUD FRAMING @ 16" O.C., ON 1/2 GWB, PTD.

BENCH

-1' - 4"

6' - 0"

107 SF

3' - 0"

A601 -

32' - 0"

5' - 8" D3

GARAGE

11' - 8"

9' - 2"

DUCT ABOVE

-1' - 4"

2' - 6"

3' - 11"

RELOCATED AC UNIT

LAUNDRY ROOM

5' - 5"

ADDITION FLOOR TO FINISH AT SAME LEVEL AS EXISTING HOUSE

2' - 9 1/4"

5 A601

W2 1 A301

6' - 5"

3 A602

DUCT ABOVE

31 SF

2' - 6"

DUCT ABOVE

CABINETS ABOVE

11' - 10"

21' - 6"

POWDER

378 SF

4' - 0 1/2"

COMMON ROOM

5' - 10"

3' - 1 1/4"

W1 W2

6' - 0" 6' - 2"

BRICK HEARTH

W5 7' - 0"

EXISTING BED ROOM

EXISTING DINING ROOM

170 SF

NEW OPEING TO REST JUST ABOVE KITHCHEN BACKSPLASH

128 SF

EXISTING KITCHEN 118 SF

MECH CHASE

EXISTING LAUNDRY

EXISTING BED ROOM

W6 -1' - 4"

EXISTING GARAGE

EXISTING LIVING ROOM 303 SF

185 SF

CHIMNEY WALL: BRICK ON, 1" AIR BARRIER, ON 1/2" WALL SHEATHING, ON 2X6 STUD FRAMING @ 16" O.C.

FIRST FLOOR ASSEMBLY: FINISHED FLOOR, ON FLOOR SHEATHING (RE: STRUCTURAL), ON TJI JOISTS (RE:STRUCTURAL) W/ R-30 MIN.

BASEMENT FLOOR: 4" 3500 PSI CONCRETE SLAB, RADON MITIGATION (IF NEEDED), ON 6 MIL VAPOR BARRIER MINIMUM, 6" 2B CRUSHED STONE, ON COMPACTED SUB GRADE.

632 SF 1

EXISTING MASTER BED ROOM

BASEMENT FOUNDATION WALL: DAMP PROOFING MEMBRANE W/ R-10 RIGID INSULATION, ON 10" CMU WALL. PROVIDE PERIMETER FOUNDATION DRAIN AND DRAIN TO DAYLIGHT.

(IN CASES OF WALL TILE REPLACE GWB WITH SPECIFIED TILE TO BE INSTALLED ON 1/2" CEMENT BOARD)

EXISTING BATH

EXISTING HALL 34 SF

(BATH AREA PLACE MOISTURE RATED GWB PTD.)

EXISTING CLOSET

42 SF

41 SF

RELOCATED EXISTING GARAGE SIDE DOOR

66 SF

35 SF

EXISTING BATH

4. UNLESS OTHERWISE NOTED, ALL DOOR ROUGH OPENINGS SHALL BE LOCATED 6" FROM THE NEAREST ADJACENT WALL, OR CENTERED ON THE WALL WITHIN THE ROOM TO WHICH THE DOOR LEADS.

1 A602

KITCHEN

3. G.C. TO LAYOUT DESIGN INTENT WITH EXISTING CONDITIONS. IN THE CASE OF DISCREPANCY, G.C. IS TO CONTACT OWNER AND ARCHITECT BEFORE PORTION OF THE WORK IS STARTED.

W1 D5

7' - 2"

3' - 0 3/4"

2' - 5 1/4"

4' - 3 3/4"

32' - 0"

4' - 0"

7' - 2"

STAMP

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS INDICATED ARE TO THE FACE OR CENTERLINE OF WALL STUD OR CABINETRY COMPONENT, NOT NECESSARILY THE FINISHED WALL ASSEMBLY.

6' - 9"

2 14' - 4"

11' - 6 3/4"

14' - 0"

RELOCATED EXISTING BILCO DOOR

18' - 0"

1 A601

9' - 4 1/2"

DESIGN BUILD CONTRACT DISCLAIMER:

1. OWNER AND FAMILY WILL BE LIVING IN EXISTING HOUSE DURING CONSTRUCTION.

13' - 10"

DS MICROWAVE ABOVE

4' - 3 3/4"

FLOOR PLAN GENERAL NOTES:

14' - 4"

4' - 11"

SF SF

7' - 2"

3' - 0"

A301

60' - 6"

16' - 0" 2' - 6 1/2"

SF SF SF SF

4,166 925

LOT LINE SETBACK

A202

2,224 2,609 868 5,701

319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

COMPLETED ROOF AREA: GARAGE AREA:

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS WOOD FRAME WALL: R-20 PROVIDED: R-21 BATT FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT BASEMENT WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

COMPLETED HOUSE AREAS BASEMENT LEVEL (GROSS): MAIN LEVEL (GROSS): UPPER LEVEL (GROSS)

A201

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS WOOD FRAME WALL: R-20 PROVIDED: R-21 BATT FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT BASEMENT WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

132 SF

INTERIOR DOOR LEGEND

REVISIONS

2' - 6"

ISSUE DATE:

5/22/2017 2:07:01 PM

A202

LOT LINE SETBACK

36"X80" INTERIOR METAL INSULATED PANEL STANDARD SWING DOOR TO MATCH EXISTING

DATE PRINTED

(QUANTITY 2)

DESCRIPTION

DATE

6' - 8"

3' - 0"

1549 MONROE AVE LEWISBURG, PA 17837

ARCHITECT:

DATE PRINTED:

5/22/2017 2:06:38 PM

PROJECT DESCRIPTION

MEIXELL RESIDENCE PERMIT SET

ISSUE DATE:

COVER IMAGE

1549 MONROE AVE LEWISBURG, PA 17837

GENERAL NOTES 1. OWNER/AGENT WILL OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS.

30"X80" INTERIOR WOOD PANEL STANDARD SWING DOOR TO MATCH EXISTING

PROJECT NUMBER:

05 22 2017 17009

MAIN LEVEL PLAN

(QUANTITY 4)

A103 5

SCALE

1/4" = 1'-0"

STAMP

ASPHAULT SHINGLES

2ND FLOOR T.O. PLATE 16' - 4"

VINYL SIDING W6

W6 W1

ASPHAULT SHINGLES

SECOND LEVEL 8' - 10" VINYL SIDING

W1 D1

MAIN LEVEL 0' - 0"

A - WEST ELEVATION 1/4" = 1'-0"

EXISTING BUILDING BEYOND

VINYL SIDING

SECOND LEVEL 8' - 10"

B W5

BRICK CHIMNEY

EXISTING BUILDING BEYOND

VINYL SIDING NEW OUTDOOR AC UNIT

VINYL SIDING

VINYL SIDING RELOCATED OUTDOOR AC UNIT

RELOCATED BILCO DOOR

MAIN LEVEL 0' - 0"

A - SOUTH ELEVATION 1/4" = 1'-0"

EXTERIOR DOOR AND WINDOW LEGEND

REVISIONS #

9' - 0"

3' - 0"

2' - 6"

2' - 0"

DATE PRINTED

36"X80" EXTERIOR MULLED HALF LITE (QUANTITY 4)

2' - 0"

7'X9' OVERHEAD GARAGE DOOR TO MATCH EXISTING (QUANTITY 1)

30"x60" DOUBLE HUNG 3 FACTORY MULLED UNITS W/SCREEN (QUANTITY 4)

24"X48" DOUBLE HUNG 2 FACTORY MULLED UNITS W/ SCREENS (QUANTITY 6)

24"X42" DOUBLE HUNG 2 FACTORY MULLED UNITS W/SCREEN (QUANTITY 1)

2' - 0"

3' - 6"

ISSUE DATE:

24"X48" DOUBLE HUNG (QUANTITY 2)

24"X42" DOUBLE HUNG (QUANTITY 1)

24"X24" CASEMENT (QUANTITY 6)

A201

6' - 0"

ROOF ASSEMBLY 1: ASPHALT SHINGLES, ON ROOF SHEATHING (RE:STRUCTURAL), ON ROOF TRUSSES (RE: STRUCTURAL), W/ R-38 MIN. BATT INSULATION, ON 1/2" GWB PTD.

3" / 1'-

SCISSOR TRUSS

ROOF ASSEMBLY 2: ASPHALT SHINGLES, ON ROOF SHEATHING (RE:STRUCTURAL), ON 2X10 FRAMING (RE: STRUCTURAL), W/ R-38 MIN. BATT INSULATION, ON 1/2" GWB PTD.

EXTERIOR WALL 1: 4" HORIZONTAL VINYL SIDING (TO MATCH EXISTING), ON WALL SHEATHING, ON 2X6 STUD FRAMING @ 16" O.C., W/R-21 MIN. BATT INSULATION, ON VAPOR BARRIER, ON 1/2" GWB PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X6 STUD FRAMING @ 16" O.C., W/ R-21 MIN BATT INSULATION ON 1/2" GWB, PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X6 STUD FRAMING @ 16" O.C., ON 1/2 GWB, PTD.

INTERIOR WALL: 1/2" GWB PTD, ON 2X4 STUD FRAMING @ 16" O.C., ON 1/2 GWB, PTD.

8' - 2 1/2"

3" / 1'-

9" /

SCISSOR TRUSS

/ 1'-0

CEILING FAN

/ 1'-0

1'-

/ 8"

8" /

14' - 4"

1' - 0"

1'0"

SECOND LEVEL 8' - 10"

2 A401

12:12 OUTSIDE SLOPE

W2 D1

1 A401

1' - 0"

ROOF SCISSOR TRUSS A

0" 1'-

W6 6:12 INSIDE SLOPE 9"

MAIN LEVEL 0' - 0"

1' - 0"

14' - 4"

ROOF SCISSOR TRUSS B

9:12 OUTSIDE SLOPE

7' - 3 1/4"

BASEMENT LEVEL -9' - 8 1/4"

1' - 3 1/4"

TION A = 1'-0"

1 A402

1'0"

OPEN BOOK SHELVES

DOORS

DRAWERS

1' - 0"

DOORS

B 2:12 INSIDE SLOPE 20' - 0"

1' - 0"

ROOF SCISSOR TRUSS D ASPHALT SHINGLES

DOORS

2ND FLOOR T.O. PLATE 16' - 4"

VINYL SIDING

1' - 0 1/2"

1'0" 1'0" /

1'0" /

2ND FLOOR T.O. PLATE 16' - 4"

3' - 6 1/2"

/ 1'-0

3:12 OUTSIDE SLOPE

ASPHALT SHINGLES 6"

BASEMENT FLOOR: 4" 3500 PSI CONCRETE SLAB, RADON MITIGATION (IF NEEDED), ON 6 MIL VAPOR BARRIER MINIMUM, 6" 2B CRUSHED STONE, ON COMPACTED SUB GRADE.

0" 1'-

CEILING FAN

FIRST FLOOR ASSEMBLY: FINISHED FLOOR, ON FLOOR SHEATHING (RE: STRUCTURAL), ON TJI JOISTS (RE:STRUCTURAL) W/ R-30 MIN.

/ 0"

(IN CASES OF WALL TILE REPLACE GWB WITH SPECIFIED TILE TO BE INSTALLED ON 1/2" CEMENT BOARD)

1'-

/ 1'-0

0" 1'-

/ 0"

SCISSOR TRUSS

16' - 0"

CHIMNEY WALL: BRICK ON, 1" AIR BARRIER, ON 1/2" WALL SHEATHING, ON 2X6 STUD FRAMING @ 16" O.C.

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS WOOD FRAME WALL: R-20 PROVIDED: R-21 BATT FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT BASEMENT WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

6:12 INSIDE SLOPE 1' - 0"

BASEMENT FOUNDATION WALL: DAMP PROOFING MEMBRANE W/ R-10 RIGID INSULATION, ON 10" CMU WALL. PROVIDE PERIMETER FOUNDATION DRAIN AND DRAIN TO DAYLIGHT.

ROOF SCISSOR TRUSS C

1'-

3 A402

2 A402

(BATH AREA PLACE MOISTURE RATED GWB PTD.)

1' - 0 1/2"

" '-0 /1

6:12 INSIDE SLOPE

8' - 2 1/2"

1' - 0 1/2"

2ND FLOOR T.O. PLATE 16' - 4"

STAMP

BUILDING ASSEMBLIES

12:12 OUTSIDE SLOPE

3" / 1'-

VINYL SIDING

SECOND LEVEL 8' - 10"

DUCT CHASE

D1 D3

C H A S E

W3 D4

1' - 3"

5' - 3"

8:12 OUTSIDE SLOPE

D U C T

6' - 0"

MAIN LEVEL 0' - 0"

MAIN LEVEL 0' - 0" CRAWL SPACE ACCESS

5/22/2017 2:07:57 PM

REVISIONS #

1' - 0"

CRAWL SPACE FOUNDATION -4' - 4 1/4"

ISSUE DATE:

PROJECT NUMBER:

DATE

05 22 2017 17009

BUILDING SECTIONS

NEW HVAC UNIT

BASEMENT LEVEL -9' - 8 1/4"

DESCRIPTION

ROOF TRUSS E

BASEMENT LEVEL -9' - 8 1/4"

SECTION B 1/4" = 1'-0" DATE PRINTED

1/4" = 1'-0"

SCALE

TRUSS LEGEND

32' - 0" 20' - 0"

05 22 2017 17009

EXTERIOR ELEVATIONS

6' - 0"

PROJECT NUMBER:

5' - 2"

3' - 3"

2' - 9"

3' - 4"

2' - 10"

DATE

2' - 0"

4' - 0"

3' - 6"

4' - 0"

36"X80" EXTERIOR HOLLOW METAL W/ 4" TOP FRAME (QUANTITY 1) RE: BASEMENT PLANS

LEVEL 2 = 30" SILL

5' - 0" 1' - 10"

LEVEL 2 = 30" SILL

7' - 0"

6' - 8"

5/22/2017 2:07:37 PM

6' - 8"

DESCRIPTION

4' - 0"

3' - 0"

4' - 0"

7' - 6"

3' - 4"

MEIXELL RESIDENCE PERMIT SET

1549 MONROE AVE LEWISBURG, PA 17837

2ND FLOOR T.O. PLATE 16' - 4"

MEIXELL RESIDENCE PERMIT SET

2' - 0"

ASPHALT SINGLE

1549 MONROE AVE LEWISBURG, PA 17837

EXTEND CHIMNEY MIN 2' ABOVE ROOF PEAK

A301 5

SECTION C 4 1/4" = 1'-0"

SCALE

1/4" = 1'-0"

2016 06 10

DRAWING INDEX SHEET NUMBER

SHEET NAME SITE PLAN GROUND LEVEL ATTIC LEVEL ROOF PLAN REFLECTED CEILING PLANS ELEVATIONS ELEVATIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS PORT COCHERE DETAILS INTERIOR DETAILS POWER PLAN LIGHTING PLAN PLUMBING/ MECHANICAL PLANS FOUNDATION STRUCTURE ROOF STRUCTURE STRUCTURAL NOTES

PROJECT NUMBER:

A-001 A-101 A-102 A-103 A-201 A-301 A-302 A-401 A-402 A-403 A-501 A-601 MEP-101 MEP-102 MEP-103 S-101 S-102 S-103

GENERAL NOTES 1. OWNER/AGENT WILL OBTAIN ALL REQUIRED BUILDING PERMITS AND AGENCY APPROVALS. 2. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSPECT THE SITE BEFORE BEGINNING WORK AND IDENTIFY ANY CONFLICTS OR INCONSISTENCIES BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. 3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF CONDITIONS WHICH REQUIRE DEVIATION FROM CONSTRUCTION THE WORK AS INDICATED IN THE CONTRACT DOCUMENTS. 4. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY APPROVAL OF ANY WORK. THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE WISHES TO OBTAIN ARCHITECT'S OPINION OF THOSE ITEMS. 5. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEWLY INSTALLED MATERIALS, FINISHES, AND ASSEMBLIES FROM DAMAGE THROUGHOUT CONSTRUCTION.

6. THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE AND PROPER DRY STORAGE AND HANDLING OF ALL BUILDING MATERIALS, SUPPLIES, AND FINISHES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

COVER VIEW

CARRIAGE HOUSE

8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROTECTION AND BARRICADING OF PUBLIC AREAS AND NEIGHBORING PROPERTIES 9. PROVIDE ALL MATERIALS AND FINISHES AS REQUIRED TO PROVIDE A “FINISHED” PRODUCT. 10. GENERAL CONTRACTOR SHALL COMPLY WITH ALL PERTINENT RULES, REGULATIONS, ORDINANCES, AND LAWS MANDATED BY LOCAL, STATE, AND FEDERAL AGENCIES HAVING JURISDICTION RELATIVE TO THIS PROJECT, INCLUDING BUT NOT NECESSARILY LIMITED TO THE FOLLOWING: A. 2009 INTERNATIONAL RESIDENTIAL CODE B. 2009 INTERATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION CODE D. 2008 NATIONAL ELECTRIC CODE 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

PROJECT DESCRIPTION 1. THIS PROJECT IS THE ADDITION OF A DETATCHED 4 CAR GARAGE WITH HEATED EXERCISE ROOM, AND CONNECTED PORTE COCHERE TO AN EXISTING HOUSE. 2. THE PROJECT IS TO INCLUDE ALL MISC. FRAMING, BLOCKING, GWB WALLS & CEILINGS, PAINT, DOORS, WINDOWS, MECHANICAL HVAC SYSTEMS, AND ELECRTICAL POWER/LIGHTING INSTALLATION AS DESCRIBED IN THE PROJECT DOCUMENTS AS NEEDED TO COMPLETE PROJECT.

PERMIT DRAWING SET

3. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008) ZONING ANALYSIS

ZONE: RT-1 LOT AREA: 27,808 SF

20 BROWN STREET LEWISBUG, PA

EXISTING BUILDING AREA: PROPOSED BUILDING AREA: TOTAL BUILDING AREA:

1540 SF 2135 SF 3675 SF

ASPHALT DRIVEWAY:

2115 SF

TOTAL IMPERVIOUS AREA:

5790 SF

PROJECT DIRECTORY LOCATION: 20 BROWN STREET LEWISBURG, PA 17837

MAXIMUM BUILDING COVERAGE: 50% = 13% (PROPOSED) MAXIMUM IMPERVIOUS COVERAGE: 40% = 21% (PROPOSED)

ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821

PROPOSED BUILDING AREAS

ISSUE DATE:

12/2/2016

MAIN LEVEL AREA: GARAGE AREA: EXERCISE AREA:

1483 1018 465

SF SF SF

765

TOTAL ENCLOSED AREA:

2248

PORTE COCHERE AREA:

652

TOTAL ROOF AREA:

3188

ATTIC SPACE (UNOCCUPIED):

ARCHITECT:

STAMP

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING STROSSER ARCHITECTURE & CONSERVATION These Drawings and Specifications as instruments of service are, and shall remain, the property of Ted Strosser Architecture & Conservation whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect.

DATE PRINTED:

12/2/2016 10:53:36 AM

PROJECT TEAM

CONTACT: TED STROSSER, ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM PHONE: (570) 847-5125 CONTACT: JASON CLAPP, PROJECT MANAGER EMAIL: JASON@STROSSERARCHITECTURE.COM PHONE: (208) 301-4345 CONTRACTOR: HEPCO CONSTRUCTION INC 62 H AND S DRIVE SELINSGROVE, PA 17870 PHONE: (570) 374-0381

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS MASS WALL: R-13/17 PROVIDED: R-15 CLOSED CELL FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT INSULATION BASEMENT WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

PO BOX 88 LEWISBURG, PA 17837 319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

OWNER: CHRIS CUMINGS KELLY BALDWIN 20 BROWN STREET LEWISBURG, PA 17837

STAMP

FLOOR PLAN GENERAL NOTES: 1. OWNER AND FAMILY WILL BE LIVING IN EXISTNG HOUSE DURING CONSTRUCTION.

3 A-401

A-301 2 4' - 9 1/2"

54' - 4 1/2"

20' - 5"

2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS INDICATED ARE TO THE FACE OR CENTERLINE OF WALL STUD OR CABINETRY COMPONENT, NOT NECESSARILY THE FINISHED WALL ASSEMBLY.

5' - 2 1/4"

3' - 8 1/2"

3. G.C. TO LAYOUT DESIGN INTENT WITH EXISTING CONDITIONS. IN THE CASE OF DISCREPANCY, G.C. IS TO CONTACT OWNER AND ARCHITECT BEFORE PORTION OF THE WORK IS STARTED.

20' - 3 1/2"

4. UNLESS OTHERWISE NOTED, ALL DOOR ROUGH OPENINGS SHALL BE LOCATED 6" FROM THE NEAREST ADJACENT WALL, OR CENTERED ON THE WALL WITHIN THE ROOM TO WHICH THE DOOR LEADS.

BUILDING ASSEMBLIES

10' - 0"

A-401

931 SF

ROOF: SYNTHETIC SLATE ROOFING, ON 5/8" ROOF SHEATHING, ON WOOD TRUSSES 16" O.C.

ROOF: SYNTHETIC SLATE ROOFING, 5/8" ROOF SHEATHING, ON 2X8 WOOD RAFTERS.

EXTERIOR WALL: STANDARD BRICK ON, 1" AIR SPACE ON, 8" CMU, ON 6 MIL. VAPOR BARRIER, ON 2X4 STUD 16" O.C. W/ R-15 MIN. CLOSED CELL INSULATION (SPRAY FOAM OR RIGID), ON 1/2" NON PAPER FACED GWB (DENS ARMOR OR EQUIVALENT).

EXTERIOR WALL: FIBRE CEMENT CLAPBOARD SIDING ON, 2X4 FLAT WOOD FURRING 16" O.C. W/ R-7.5 MIN RIGID FOAM INSULATION ON, 8" CMU, ON 6 MIL. VAPOR BARRIER, ON 1X3 FURRINGSTRIPS 16" O.C. W/ R-3.5 MIN. RIGID FOAM INSULATION, ON 1/2" NONPAPER FACED GWB (DENS ARMOR OR EQUIVALENT).

EXTERIOR WALL: STANDARD BRICK ON, 1" AIR SPACE ON, 1/2" WALL SHEATHING, ON 2X6 STUD 16" O.C. W/ R-20 MIN, BATT INSULATION, ON 1/2" WALL SHEATHING.

EXTERIOR WALL: FIBRE CEMENT CLAPBOARD SIDING ON, 1/2" WALL SHEATHING, ON 2X6 STUD 16" O.C. W/ R-30 MIN. BATT INSULAITION, ON 1/2" WALL OSB.

INTERIOR WALL: 1/2" NON PAPER FACED GWB (DENS ARMOR OR EQUIVALENT), ON 6 MIL VAPOR BARRIER, ON 2X6 WALL W/ R-20 MIN. CLOSED CELL INSULATION, ON 1/2" NON PAPER FACED GWB (DENS ARMOR OR EQUIVALENT).

FOUNDATION WALL: 8" CMU

FOUNDATION WALL: 12"

4" CONCRETE SLAB.

3/4" FLOOR SHEATHING, ON BOTTOM CORD OF ROOF TRUSS W/ R-30 MIN INSULATION, ON 1/2" GWB.

18' - 6"

38' - 1 1/2"

CONCRETE APRON NEW DRIVEWAY A-301

W2 60' - 0"

GARAGE

20 BROWN STREET LEWISBUG, PA

7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING

A-302

EXTERIOR WINDOW/DOOR NOTES: MARVIN INTEGRITY WINDOWS OR EQUIVALENT

9' - 7"

NEW ELECTRICAL METER

5' - 2 1/4"

6' - 11"

FINISH: WHITE TO MATCH EXISTING HOUSE

4' - 0 3/4"

13' - 0 1/2"

SCREEN FINISH: STANDARD COLORS AS AVAILABLE

9 3/4"

5' - 8 1/4"

A-601

6' - 0 1/2"

8 ID2

- SIZES SHOWN ARE ROUGH OPENING SIZES. UNIT SIZES TO BE PROVIDED BY WINDOW MANUFACTURER, G.C. TO COORDINATE FINAL SIZES TO FIT OPENINGS

7' - 0"

A-601

6' - 11 3/4"

2 A-501

11"

D1 EXTERIOR (STEEL) HALF GLASS AND TWO PANEL DOOR 36"X80" 1X3 PVC TRIM, PTD

QT (1)

B W1

5' - 4"

EXISTING AIR CONDITIONING UNIT

12" PORCELAIN TILE 6" PORCELAIN TILE BASE

1' - 1"

6' - 11 3/4"

D2 EXTERIOR SLDING 4 PANEL FRENCH DOOR 141"X96" 1X3 PVC TRIM, PTD

D3 EXTERIOR INSWING FRENCH DOOR 66"X80" 1X3 PVC TRIM, PTD

D4 EXTERIOR OVERHEAD GARAGE DOOR 192"X84" 1X3 PVC TRIM, PTD

QT (1)

QT (2)

REVISIONS

WINDOW LEGEND

5' - 4"

10' - 1"

16' - 0"

6' - 7 3/4"

6' - 8"

307 SF

STAMPED CONCRETE PAVERS

5' - 4"

- ALL INTERIOR DOORS TO BE PAINTED 5' - 6"

7' - 0 1/4"

6' - 10 1/2"

7' - 0 1/4"

EXERCISE ROOM

A-501

- ALL WINDOW/DOOR TRIM TO BE PAINTED 11' - 9"

3' - 0"

A-401

EXTERIOR DOOR LEGEND

1 3/4"

ID1

8' - 0"

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

GLASS: DOUBLE PANE LOW-E COATING (CLEAR TINT) REFER TO RESIDENTIAL MINIMUM CODE SHGF AND U-FACTOR REQUIREMENTS

3 3/4"

9 1/2" 5' - 2 1/2"

3' - 10 3/4" 9 1/2"

10 1/4"

A-501

2' - 0"

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

2' - 0"

3' - 0"

4' - 6"

ISSUE DATE:

6' - 8"

2' - 10 1/4"

2' - 9"

DATE

3' - 0"

3' - 0 1/4"

5' - 10"

24' - 0"

3' - 6"

12' - 4"

DESCRIPTION

PEMIT DRAWING SET 12/2/2016

5' - 0"

3' - 6"

5' - 10"

5' - 2"

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

2' - 9"

9 1/2"

20' - 5"

5' - 2"

20' - 5"

54' - 4 1/2"

12/2/2016 10:54:08 AM

DATE PRINTED

9 1/2"

INTERIOR DOOR LEGEND

6' - 9"

2' - 0" 4' - 0" 4' - 9 1/2"

19' - 7 1/2"

20 BROWN STREET LEWISBUG, PA

9 1/2"

CARRIAGE HOUSE

4' - 9 1/2"

PROJECT NUMBER:

6' - 8"

2' - 0"

FRAME DEPTH: FACTORY APPLIED JAMB EXTENSION 6 9/16"

EXISTING STAIRS

12/2/2016 2016 06 10

GROUND LEVEL

NEW DRIVEWAY

1 1

A-302

A- GROUND LEVEL 1/4" = 1'-0"

W1 FACTORY MULL (1) DOUBLE HUNG W/ MULLIONS 30"X62" 1X3 PVC TRIM, PTD QT (2)

(2) DOUBLE HUNG W/ MULLIONS 24"X62"

W2 DOUBLE HUNG W/ MULLIONS 36"X62" 1X3 PVC TRIM, PTD

W3 DOUBLE HUNG W/ MULLIONS 24"X42" 1X3 PVC TRIM, PTD

QT (3)

QT (1)

W4 DOUBLE WINDOW DOUBLE HUNG W/ MULLIONS 54"X60" 1X3 PVC TRIM, PTD QT (1)

ID1 INTERIOR (WOOD) FOUR PANEL DOOR 36"X80" 1X3 PVC TRIM, PTD

ID2 INTERIOR (STEEL) FOUR PANEL DOOR 36"X80" 1X3 PVC TRIM, PTD

QT (1)

QT ()

A-101 SCALE

1/4" = 1'-0"

STAMP

ROOF HEIGHT 23' - 2 1/2" 1' - 2 1/2"

D SYNTHETIC SLATE ROOFING ROOF SHEATHING GLULAM RE: STRUCTURAL BEADED CEILING MATERIAL

ROOF END FLASHING

3 1/4"

ATTIC LEVEL 10' - 2 3/4" RAIN GUTTER

10 1/2"

EXPOSED HIP VALLEY MEMBER

PVC FASCIA, PTD PLATE TO ATTACH GLULAM TO HSS COLUMN

PVC VENTED SOFFIT, PTD PVC DENTAL, PTD

7 1/4"

BEADED CEILING MATERIAL

ATTIC LEVEL 10' - 2 3/4"

PVC TRIM, PTD

COLUMN HEIGHT 8' - 0"

PVC TRIM, PTD

COLUMN HEIGHT 8' - 0"

INFILL SPACE FIBERGLASS COLUMN

3 A-501

6X6 HSS COLUMN

2 B

GROUND LEVEL 0' - 0"

REMOVE EXISTING RAILING REPLACE WITH NEW RAILING (FINAL RAILING TO BE CHOSEN BY OWNER)

ATTIC LEVEL 10' - 2 3/4" 12" DIA SONO TUBE

3' - 8" 4

COLUMN HEIGHT 8' - 0"

A-501

REVISIONS #

NEW BASEMENT RAILING, FINAL DESIGN STYLE TBD BY OWNER

12/2/2016 10:59:56 AM

ISSUE DATE:

DATE PRINTED

GROUND LEVEL 0' - 0"

BASEMENT RAILING PLAN 1/2" = 1'-0"

DESCRIPTION

PROJECT NUMBER:

12/2/2016 2016 06 10

PORT COCHERE DETAILS

A-PORTE COCHERE DETAIL SECTION 1" = 1'-0"

A-501

BASEMENT RAILING SOUTH 1/2" = 1'-0"

4 5

DATE

PEMIT DRAWING SET 12/2/2016

UP HILL FOUNDATION LEVEL -4' - 0"

C A

20 BROWN STREET LEWISBUG, PA

1 B

UP HILL FOUNDATION LEVEL -4' - 0" DOWN HILL FOUNDATION LEVEL -6' - 0"

A-PORTE COCHERE SECTION 3/8" = 1'-0"

CARRIAGE HOUSE

8' - 0"

GROUND LEVEL 0' - 0"

As indicated

SCALE

STAMP

26' - 6"

A-401

3 A-401 1' - 3"

24' - 0"

1' - 3"

F D

(2) 2X10 HEADER

39' - 0 1/4"

44' - 3 3/4"

ROOF TRUSSES 16" O.C.

A-401

ROOF TRUSSES 16" O.C.

1 A-401

(3) 2X10 HEADER

(3) 14" LVL HEADER

(2) 2X10 HEADER

C (3) 2X10 HEADER

(3) 14" LVLHEADER

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

19' - 1"

1' - 3"

6' - 9 1/2"

(2) 2X10 HEADER 3 1/8"X19" STRUCTURAL GLULAM

E 2X8 16" O.C. LADDER ROOF FRAMING

26' - 6"

(2) 2X10 HEADER BRICK SOLDIER COURSE ON STEEL ANGLE

11 1/4"

LEDGER (2) 2X10 HEADER

17' - 0"

ROOF TRUSSES 16" O.C.

C B

A 1' - 3"

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

24' - 0"

ISSUE DATE:

12/2/2016 11:01:39 AM

2 4

PROJECT NUMBER:

12/2/2016 2016 06 10

ROOF STRUCTURE

S-PORTE COCHERE ROOF PLAN 1/4" = 1'-0" 5

DATE

1' - 3"

DESCRIPTION

PEMIT DRAWING SET 12/2/2016

DATE PRINTED

REVISIONS

26' - 6"

1' - 4" 20' - 5"

(2) 2X10 HEADER BRICK SOLDER COURSE ON STEEL ANGLE

7' - 9"

1' - 4"

2 A-401

(2) 2X10 HEADER BRICK SOLDIER COURSE ON STEEL ANGLE

3 1/8"X19" STRUCTURAL GLULAM

3' - 5 1/2"

16' - 7 1/2"

15' - 8 1/2"

ROOF TRUSSES 16" O.C.

OVER BUILD FRAMING 14' - 0"

(3) 2X10 HEADER BRICK SOLDIER COURSE ON STEEL ANGLE

2X8 FIELD FRAME

11 1/4" 4' - 4 3/4"

(2) 2X10 HEADER

BRICK SOLDIER COURSE ON STEEL ANGLE (3) 11 7/8" LVL HEADER

LEDGER

1' - 1"

2X8 FIELD FRAME

3 1/8"X19" STRUCTURAL GLULAM

14' - 0"

A-401

OVER BUILD FRAMING

B LEDGER

3 1/8"X19" STRUCTURAL GLULAM

20 BROWN STREET LEWISBUG, PA

2X10 16" O.C. LADDER FLOOR FRAMING

CARRIAGE HOUSE

LEDGER (2) 2X10 HEADER

6' - 6"

(3) 2X10 HEADER

1 A-501

7 1/2"

1' - 4"

OVERBUILD

(2) 2X10 HEADER

6' - 1 3/4"

2X8 FIELD FRAME

(2) 2X10 HEADER

4' - 8 1/4"

1' - 5 1/2"

LEDGER

S-102

S-ATTIC ROOF PLAN 1/4" = 1'-0" 2

SCALE

1/4" = 1'-0"

SHEET NUMBER

SHEET NAME PROJECT PHASING & CODE PLAN DEMO PLANS SITE PLAN WORKING PLAN ROOF PLAN & TYPICAL ROOF DETAILS ELEVATIONS AND SECTIONS DETAIL WALL ELEVATIONS & SECTIONS INTERIOR & WINDOW DETAILS DOOR SCHEDULE & ADA STANDARDS RESTROOM DETAILS LIGHTING AND POWER PLANS MECHANICAL & PLUMBING PLANS STRUCTURAL PLANS STRUCTURAL NOTES

PROJECT NUMBER:

A-002 A-100 A-101 A-102 A-103 A-201 A-202 A-301 A-401 A-501 E-101 MP-101 S-101 S-102

17004

DRAWING INDEX

EXTERIOR FRONT VIEW

CODE

A. 2009 INTERNATIONAL BUILDING CODE EXCEPTIONS: 2012 CHAPTER 11 2012 APPENDIX E B. 2009 INTERNATIONAL EXISTING BUILDING CODE C. 2009 INTERNATIONAL ENERGY CONSERVATION D. 2009 NATIONAL ELECTRIC CODE E. 2009 ANSI A117.1

11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN ALL TRADES

535 HANOVER STREET NORTHUMBERLAND, PA 17857 ISSUE DATE:

08/30/2017

STAMP

ARCHITECTURE SUSTAINABLE DESIGN HISTORIC PRESERVATION PLANNING

PROJECT DESCRIPTION

AREA ANALYSIS

1. THIS PROJECT IS TO BE AN OFFICE ADDITION AND MINOR BATHROOM RENOVATION TO THE EXISTING BIMBO BAKER IN NORTHUMBERLAND, PA.

RENOVATED AREA (GROSS) ADDITION AREA (GROSS) TOTAL WORK AREA

PROJECT DIRECTORY

SF SF SF

OWNER: BIMBO BAKERIES

ARCHITECT: STROSSER ARCHITECTURE & CONSERVATION 319 MILL STREET DANVILLE, PA 17821 PHONE: (570) 847-5125

IECC 2009 ENERGY BUILDING CODE REQUIREMENTS WOOD FRAME WALL: R-20 PROVIDED: R-21 BATT FLOOR: R-30 PROVIDED: R-30 BATT CEILING: R-30 PROVIDED: R-30 BATT ROOF: R-38 PROVIDED: R-38 BATT FOUNDATION WALL: R-10/13 PROVIDED: R-10 EXTERIOR RIGID INSULATION GLAZED FENESTRATION: NR PROVIDED: 0.27 SHGC FENESTRATION: 0.35 PROVIDED: .24

3. INCLUDE ALL MISC. ELECTRICAL RELOCATIONS & POWER SUPPLIES AS REQUIRED FOR A COMPLETE PROJECT. (NEC 2008)

PO BOX 88 LEWISBURG, PA 17837

1,530 3,685 5,215

CONTACT: DON BRUBAKER PHONE:

STROSSER ARCHITECTURE & CONSERVATION

DATE PRINTED:

8/30/2017 10:58:22 AM

PROJECT TEAM ARCHITECT:

535 HANOVER STREET NORTHUMBERLAND, PA 17857

5. THE GENERAL CONTRACTOR SHALL PROTECT ALL NEWLY INSTALLED MATERIALS, FINISHES, AND ASSEMBLIES FROM DAMAGE THROUGHOUT CONSTRUCTION.

BIMBO BAKERIES - OFFICE PROJECT

4. THE PRESENCE OF THE ARCHITECT ON THE JOB SITE DOES NOT IMPLY APPROVAL OF ANY WORK. THE GENERAL CONTRACTOR MUST CALL SPECIFIC ITEMS TO THE ATTENTION OF THE ARCHITECT IF HE WISHES TO OBTAIN ARCHITECT'S OPINION OF THOSE ITEMS.

319 MILL STREET DANVILLE, PA 17827 PHONE: (570) 847-5125

CONTACT: TED STROSSER, PROJECT ARCHITECT EMAIL: TED@STROSSERARCHITECTURE.COM

STAMP FLOOR PLAN GENERAL NOTES: 1. TOWNSHIP OPERATIONS WILL BE IN FULL FUNCTION DURING CONSTRUCTION. COORDINATION WITH TOWNSHIP EMPLOYEES WILL BE REQUIRED, AS WORK STATIONS WILL NEED TO BE TEMPORARILY RELOCATED. 2. UNLESS OTHERWISE NOTED, ALL DIMENSIONS INDICATED ARE TO THE FACE OR CENTERLINE OF WALL STUD OR CABINETRY COMPONENT, NOT NECESSARILY THE FINISHED WALL ASSEMBLY.

SL1

ACT-1 ELEV. 10' - 0"

SL1

SL1 ACT-1 ELEV. 9' - 6"

ACT-1 ELEV. 9' - 6"

SL1

ACT-1 ELEV. 9' - 6"

ACT-1 ELEV. 10' - 0"

SL1

ACT-1 ELEV. 9' - 6"

SL1

4. UNLESS OTHERWISE NOTED, ALL DOOR ROUGH OPENINGS SHALL BE LOCATED 6" FROM THE NEAREST ADJACENT WALL, OR CENTERED ON THE WALL WITHIN THE ROOM TO WHICH THE DOOR LEADS.

SL1

ACT-1 ELEV. 9' - 6" ACT-1 ELEV. 10' - 0"

ACT-1 ELEV. 9' - 6"

SL1

ACT-1 ELEV. 10' - 0"

ACT-1 ELEV. 9' - 6"

3. G.C. TO LAYOUT DESIGN INTENT WITH EXISTING CONDITIONS. IN THE CASE OF DISCREPANCY, G.C. IS TO CONTACT OWNER AND ARCHITECT BEFORE PORTION OF THE WORK IS STARTED.

ACT-1 ELEV. 10' - 0"

BUILDING ASSEMBLIES

ACT-1 ELEV. 10' - 0"

ACT-1 ELEV. 9' - 6"

SL1

ACT-1 ELEV. 9' - 6"

SL1

ACT-1 ELEV. 9' - 6"

SL1

ACT-1 ELEV. 9' - 6"

ACT-1 ELEV. 10' - 0"

SL1

FLAT ROOF" EPDM, 4" MIN R-20 MIN RIGID INSULATION (SLOPED), ON OPEN WEB JOISTS..

EXTERIOR WALL: STANDARD BRICK (36" WAINSCOT), ON 1" AIR SPACE, ON 5/8" WATER RESISTANT WALL SHEATHING, ON 5 5/8" 16 GAUGE MIN STEEL STUDS, W/ R-21 MIN BATT INSULATION, ON GWB PTD.

SL1

ACT-1 ELEV. 9' - 6"

CONSULTANT TEAM

ACT-1 ELEV. 9' - 6"

ABOVE BRICK WAINSCOT, FIBRE CEMENT STUCCO, (SMOOTH SURFACE) ON 2" RIGID FOAM INSULATION, ON 5/8" WATER RESISTANT WALL SHEATHING, ON 5 5/8" 16 GAUGE MIN STEEL STUDS, W/ R-21 MIN BATT INSULATION, ON GWB PTD.

A - REFLECTED CEILING PLAN 1/8" = 1'-0"

INTERIOR WALL: 5/8" GWB, PTD ON, 3 5/8" 18 GAUGE MIN METAL STUDS TO DECK, W/ ROXSUL INSULATION TO DECK, ON 5/8" GWB, PTD.

INTERIOR FURRING WALL: 5/8" GWB PTD, ON 3" 16 GAUGE MIN STEEL STUD.

FOUNDATION WALL: R-10 MIN RIGID INSULATION, WATERPROOF MEMBRANE, ON 10" CMU.

SLAB ON GRADE, 4" 3500 PSI CONCRETE SLAB, ON 6 MIL VAPOR BARRIER MINIMUM, 6" 2B CRUSHED STONE, ON COMPACTED SUB GRADE.

8 OFFICES 5 WORK STATIONS 2 SMALL MEETING ROOMS 1 TRAINING ROOM 2 STORAGE ROOMS NEW GROSS AREA RENOVATED GORSS AREA TOTAL GROSS AREA

3,760 172 3,932

SF SF SF

PROJECT INFORMATION

CLOSET

STORAGE

LOT LINE SETBACK

OPEN OFFICE W2

124 140 SF W1

A-301

W3 PROVIDE

TACTILE RESTROOM SIGNAGE

OPEN OFFICE

101 190 SF W2

102 141 SF

104-1

W2 106-1

OFFICE

105 161 SF

OFFICE

106 166 SF

107-1

107 157 SF

W1 W1

15'-9 1/4"

3'-10 1/4"

101-1

8'-0 1/4" 3'-4" 4'-1"

108-2 PROVIDE TACTILE EXIT SIGNAGE

31'-6 3/4"

103 366 SF

OFFICE

104 66 SF

535 HANOVER STREET NORTHUMBERLAND, PA 17857

105-1 W2

UNISEX

108 517 SF

W1 DS

5'-8 3/4"

ENTRANCE LOBBY

TRAINING ROOM

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

114-1

HALL

110-1 W3

A-301

PROVIDE TACTILE EXIT SIGNAGE

3 109-1

A-201

These Drawings and Specifications as instruments of service are, and shall remain, the property of Strosser Architecture & Conservation whether the project for which they are made is executed or not. All rights reserved. Any other use requires the express written authorization of the Architect. REVISIONS

9'-10 3/4"

123 73 SF

111 445 SF

W2 W3

34'-7 3/4"

110 261 SF

HALL

SM. MTG.

122 81 SF

112-1

125 281 SF

123-1 W2

SM. MTG.

PROVIDE TACTILE RESTROOM SIGNAGE

VENDING MACHINES

A-301

BREAK ROOM

113-2

122-1 W2

121 166 SF

121-1

OFFICE

120 157 SF

114 115 SF

115-1

113 138 SF

4'-4"

125-1

5'-7"

OFFICE

WOMENS

115 189 SF

116-1

SUPERVISIOR OFFICE

4'-1 1/2"

117 94 SF

117-1

4'-4"

9'-10 3/4"

120-1

116 121 SF

OFFICE W2

4'-1"

119-1 PROVIDE TACTILE EXIT SIGNAGE

STORAGE

1'-0"

5'-8 3/4"

A-201

2'-4 3/4" 3'-4"

6 A-201

31'-4 1/2"

118-1

112 81 SF

CLEAN RM

11'-6"

119 133 SF

4'-8 1/2"

OFFICE

ALTERNATE BID: KITCHENETTE

MENS

115-2

10'-0"

1'-3"

2'-5"

8'-0 1/4"

14'-6 1/4"

15'-11 1/4"

6'-0" 113-1

109 28 SF

12'-6"

103-1

8'-0"

110-2

9'-5 1/4"

108-1

9'-5"

1 A-501

1'-0"

118 44 SF

EXIST. SPRINKLER

111-1

EXISTING FIRE DEPT CONNECTION FRAME ACCORDINGLY

BIMBO BAKERIES OFFICE PROJECT

DESCRIPTION

DATE

NOTE: DIMENSION STRING PLACEMENT 4'-4"

8'-0"

3'-8"

4'-3"

16'-0"

8'-0"

3'-9"

4'-2"

16'-0"

3'-10"

8'-0"

4'-2"

3'-10"

8'-0"

4'-3"

8'-0"

3'-9"

4'-3"

16'-0"

8/30/2017 10:58:48 AM

DATE PRINTED

7'-9"

4'-0"

3'-9"

16'-0"

3'-10 1/4"

8'-0"

16'-0"

A-201

8'-0" 8'-0"

152'-0" 4

8'-0"

4'-3 1/4"

16'-0"

3'-9"

8'-0"

4'-3"

3'-8"

8'-0"

4'-4"

DRAWING INFORMATION

32'-0" 4'-4 1/2"

10 A-501

ISSUE DATE:

PROJECT NUMBER:

A-201

08/30/2017 17004

WORKING PLAN

A - MAIN LEVEL 1/8" = 1'-0"

A-102 SCALE

As indicated

STAMP 8"

6'-0"

17'-5 1/4"

6'-0"

1'-8 3/4"

ROOF LEVEL 12' - 0"

DOWNSPOUT W/ SCUPPER

W1 125-1

2 A-202

1 A-202

1-MAIN LEVEL EXISTING 0' - 0" S - FOUNDATION STRUCTURAL PLAN -3' - 2"

NORTH ELEVATION 1 3/16" = 1'-0" 4

CONSULTANT TEAM

SECTION 1 3/16" = 1'-0"

3 A-202 1'-8 1/2"

6'-0"

2'-0"

14'-0"

2'-0"

14'-0"

2'-0"

DOWNSPOUT W/ SCUPPER

14'-0"

2'-0"

6'-0"

25'-5 3/4"

5'-11 3/4"

2'-0"

DOWNSPOUT W/ SCUPPER

CEMENT FIBRE STUCCO SMOOTH SURFACE

14'-0"

2'-0"

14'-0"

2'-0"

14'-0"

2'-0"

6'-0"

1'-8 3/4"

DOWNSPOUT W/ SCUPPER

CEMENT FIBRE STUCCO SMOOTH SURFACE

101-1

BRICK

WEST ELEVATION 3/16" = 1'-0"

1'-8 3/4"

6'-0"

17'-5"

6'-0 1/4"

PROJECT INFORMATION

PARAPET 13' - 6" ROOF LEVEL 12' - 0" CEILING LEVEL 10' - 0"

10"

BIMBO BAKERIES OFFICE PROJECT

DOWNSPOUT W/ SCUPPER

103-1

1-MAIN LEVEL EXISTING 0' - 0" S - FOUNDATION STRUCTURAL PLAN -3' - 2"

SOUTH ELEVATION 3/16" = 1'-0"

535 HANOVER STREET NORTHUMBERLAND, PA 17857

SECTION 2 3/16" = 1'-0"

DESCRIPTION

DATE

DRAWING INFORMATION ISSUE DATE:

PROJECT NUMBER: 8/30/2017 10:59:07 AM

DATE PRINTED

08/30/2017 17004

ELEVATIONS AND SECTIONS

A-201

Section 3 3/16" = 1'-0"

3/16" = 1'-0"

SCALE

STAMP BUILDING ASSEMBLIES

PRECAST CONCRETE CAP PRECAST CONCRETE CAP

EXTERIOR WALL: STANDARD BRICK (36" WAINSCOT), ON 1" AIR SPACE, ON 5/8" WATER RESISTANT WALL SHEATHING, ON 5 5/8" 16 GAUGE MIN STEEL STUDS, W/ R-21 MIN BATT INSULATION, ON GWB PTD. ABOVE BRICK WAINSCOT, FIBRE CEMENT STUCCO, (SMOOTH SURFACE) ON 2" RIGID FOAM INSULATION, ON 5/8" WATER RESISTANT WALL SHEATHING, ON 5 5/8" 16 GAUGE MIN STEEL STUDS, W/ R-21 MIN BATT INSULATION, ON GWB PTD.

RIGID INSULATION 4" MIN R-20 MIN

1'-3"

STEEL ANGLE IRON BRICK PROJECTION

FLAT ROOF" EPDM, 4" MIN R-20 MIN RIGID INSULATION (SLOPED), ON OPEN WEB JOISTS..

EPDM ROOFING MATERIAL, WRAP UP PARAPET

STAGGERED BRICK CORNICE

BRICK PROJECTION

WALL HEAD/BASE PLATE

ROOF LEVEL 12' - 0"

CEMENT FIBER STUCCO, SMOOTH FINISH 2" RIGID INSULATION

CORRUGATED METAL DECKING

INTERIOR WALL: 5/8" GWB, PTD ON, 3 5/8" 18 GAUGE MIN METAL STUDS TO DECK, W/ ROXSUL INSULATION TO DECK, ON 5/8" GWB, PTD.

INTERIOR FURRING WALL: 5/8" GWB PTD, ON 3" 16 GAUGE MIN STEEL STUD.

FOUNDATION WALL: R-10 MIN RIGID INSULATION, WATERPROOF MEMBRANE, ON 10" CMU.

SLAB ON GRADE, 4" 3500 PSI CONCRETE SLAB, ON 6 MIL VAPOR BARRIER MINIMUM, 6" 2B CRUSHED STONE, ON COMPACTED SUB GRADE.

OPEN WEB TRUSS

SMOOTH FIBRE CEMENT SURFACE

BRICK PILASTER

SMOOTH FIBRE CEMENT SURFACE

OPEN WEB TRUSS

WATER RESISTANT WALL SHEATHING RE: BUILDING ASSEMBLES W1

CEMENT FIBER TRIM TO MATCH WALL SURFACE

2'-9"

SOUND BATT INSULATION

GWB,PTD

ACT

CONSULTANT TEAM

ACT FIBRE CEMENT PROJECTION

BRICK PROJECTION

FIBRE CEMENT PROJECTION

GWB, RETURN CORNER, PTD 2X4 METAL STUD WALL

LT-3

6'-0"

LT-3

PROJECT INFORMATION

BIMBO BAKERIES OFFICE PROJECT

MAPLE SILL TYP, STAINED

FLASHING PRECAST CONCRETE SILL

PRECAST CONCRETE SILL

1" AIR SPACE GWB, PTD

WALL SHEATHING RE: BUILDING ASSEMBLES W1

BRICK TIE, EVERY 4 COURSES

3'-0"

BRICK

BRICK COURSING

DETAIL ELEVATION 1" = 1'-0"

1-MAIN LEVEL EXISTING 0' - 0"

10" CMU BLOCK FOUNDATION, RE:BUILDING ASSEMBLIES W5

DAMP PROOFING R-10 MIN RIGID INSULATION

36" X 12" STRIP FOOTING W/ (3) #5 BARS 8" O.C. EACH WAY

PERIMETER DRAIN TO DAYLIGHT

4" CONCRETE PAD THICKEN AT EDGES 3'-2 1/2"

535 HANOVER STREET NORTHUMBERLAND, PA 17857

FINISHED FLOOR

1/2" DIA. X 12" ANCHOR BOLT @ 48" O.C. MATCH FOUNDATION REINFORCING AND NOT MORE THAN 12" AWAY FROM CORNERS

REVISIONS

6" 2B GRAVEL

S - FOUNDATION STRUCTURAL PLAN -3' - 2"

DETAIL WALL SECTION 2 1" = 1'-0"

DESCRIPTION

DRAWING INFORMATION ISSUE DATE:

PROJECT NUMBER:

08/30/2017 17004

8/30/2017 10:59:13 AM

DETAIL WALL ELEVATIONS & SECTIONS 1

DATE PRINTED

DATE

DETAIL WALL SECTION 1 1" = 1'-0"

A-202 SCALE

As indicated

Contact Email: 1wdmorris@gmail.com Cell Phone: +1 570 394 0907 Mailing Address: 56 Greenleaf Rd. Danville, PA 17821