Facility Assessment for East Main Street, Huntley, IL

Save this PDF as:
 WORD  PNG  TXT  JPG

Size: px
Start display at page:

Download "Facility Assessment for. 11801 East Main Street, Huntley, IL"

Transcription

1 Facility Assessment for East Main Street, Huntley, IL July 12, 2012 Prepared by: Dewberry Architects Inc. 25 S. Grove Avenue, Suite 500 Elgin, IL (847)

2 The Village of Huntley requested Dewberry to conduct a facility assessment of the building located at Main Street in Huntley. The assessment was conducted on July 2, Nathan Bossenga, SE, AIA of Dewberry met with Victor Narusis, Business Recruitment Coordinator with the Village of Huntley and a representative from the property management service. The building is located on the south side of Main Street and currently serves both commercial and residential capacities. The property is bounded on the west and south sides by a paved parking area. On the north, the property fronts Main Street and has available on street parallel parking. The east side of the property is at the termination of Woodstock Street, which provides access to the parking for the restaurant/pub across the street and access to the parking on the west/south. The building appears to be built to the property lines on the north, east and west with a small grassy area on the south. It was unclear if any onsite parking was provided. The entire lower level, the first floor common areas and the exterior of the building were made available for the assessment. The assessment was visual in nature; no destructive testing was conducted as part of this assessment. (View looking east from adjacent parking lot) (View looking west along Main Street) (View looking west across Woodstock Street) (View looking south from adjacent parking lot) Commercial businesses currently occupy portions of the first floor and the lower level. Residential apartments are located on the first and second floors. The rear entry to the lower level provides access to the laundry service and storage for the apartments, as well as the mechanical and electrical service room for the building. The lower level is partially recessed below grade and the entry to the first floor is 2

3 consequently raised above the sidewalk level. The lower level, for both the commercial area in the front and the storage area in the back, is accessed by cast-in-place concrete stairs on the north and south sides respectively. The commercial area on the first floor is accessed by a concrete stair on the northeast corner of the building. The second floor apartment is accessed by an exterior concrete stair on the north-west corner of the building, leading to an interior stair to the second floor. A wood deck on the east side leads to an interior hallway, which accesses the two first floor apartments. An interior stair providing second access to the second floor apartment also opens into the interior hallway. (Exterior stairs leading to 1 st floor and lower level) (Stair enclosure leading to lower level at south) (Exterior deck leading to 1 st floor apartments) (Exterior stair leading to 2 nd floor apartment) The building is believed to have been originally constructed in the 1880 s. The building is a wood framed structure supported on a stone rubble foundation. The lower level has a concrete slab-on-grade floor. The structure is a post and beam wood system supporting rough-sawn wood floor joists. The floor framing consists of a majority of wood plank floor boards with areas of plywood where modifications have been made. The attic area was not accessible at the time of this assessment. The building 3

4 structure overall is in satisfactory condition for its age, based on the area exposed to view in the lower level and in the interior stair linking the first and second floors. Local areas of damage were visible where floor joists had been cut out or removed. In the lower level, several of the wood columns have been replaced with steel pipe columns. In the interior stair, accessed from the first floor corridor, there were signs of fire damage. One column and beam on the exterior wall had been burned, as well as several of the floor joists. The damage to the column and beam appeared to be minimal, with charring affecting only the outer 1/8 to 1/4 of the column and beam. The damage floor joists had a similar amount of charring, and it appeared that a portion of the floor had been removed as a result of the fire. A more detailed investigation and subsequent engineering analysis is required to determine full extent of the required repairs. Also, there is evidence of small leaks in the foundation wall in several areas where existing windows have been closed off and in-filled. The walls show signs of staining and there is some degradation of the mortar in the walls. (Improperly cut floor joist) (Water infiltration at in-filled window) (Interior exit stair w/ open risers) (Fire damage to post and beam, as well as floor joist framing) 4

5 (Fire damage in interior stair) (Lower level framing w/ steel pipe column) The building has a combination of mechanical systems. The two first floor apartments each have a forced-air furnace, located in the lower level mechanical room, to provide heating. Heating for the two commercial spaces is from a boiler and radiator system. Cooling for the building is provided by window air-conditioning units. Three tank-style water heaters were also located in the lower level. It was not determined how heating for the second floor apartment was provided. It does not appear that any ventilation is provided for the spaces heated using the boiler/radiator systems. Electrical service for each unit was provided by an individual meter and circuit panel, located on the west side of the building and the lower level respectively. In the interior stair leading to the second floor apartment, there is an electrical sub-panel without the proper clear working area. Proper emergency lighting and exit signage was not provided in all areas. The building does not have fire sprinkler system or a fire alarm system. (Boiler and water heaters in mechanical room) (Furnaces for 1 st floor apartments) 5

6 (Electrical service panels in mechanical room) (Electric meters on west exterior wall) The exterior of the building is in very poor condition. The aluminum side is in significant disrepair, having been previously patched in various locations. The windows for the building are mostly wood frames, but a few vinyl units have been installed in one of the first floor apartments. All the wood windows show signs of significant water infiltration at the frames. Remedial work to the surrounding wall framing and sheathing would be probably be required to correct additional water damage. Previous large openings have been in-filled during prior renovations, but they also show signs of allowing water infiltration. The current exterior door leading to the first floor apartments, as well as the deck that provides access, are in poor condition. There appears to be an attic for the building, but the vent panels on the north and south sides are damaged and no longer close the attic off from the exterior. The shingle roof is beyond its useful life, with shingles missing in numerous locations and needs to be replaced. The gutters and downspouts also are torn loose from the building in some locations, also need to be replaced. This may also indicate damage to the eave framing members. (Siding damage on south facade) (Siding damage on south facade) 6

7 (Opening in-fill damage on east facade) (Door and side light damage on east façade) (Shingle damage on west side of roof) (Disrepair on south façade) (Siding and window damage on north façade) (Wood and vinyl windows on west façade) The building has no means to allow for access required under ADA guidelines. The two lower level areas have no lift or ramp to allow for access. The commercial space on the first floor also has no means of access. The two first floor apartments, as well as the second floor apartment, also have no means of accessibility provided. The restroom facilities also do not meet accessibility standards for turning radius, grab bars, fixture type and locations. 7

8 (Lavatory in lower level restroom) (Water closet in lower level restroom) The ceiling height, approximately 6-9, of the lower level is less than the code allowed minimum of 7-6. Both interior stairs leading to the second floor apartment do not meet current code for maximum riser height and minimum tread depth. The stairs do not meet code requirements for hand and guard rails. The interior exit stair leading to the interior hallway is an open riser stair, which is not allowed by code. Also, the enclosure for the stair does not appear to provide the required fire rating. The deck on the east side of the building allowing access to the first floor apartments does not meet the requirements to function as a guard rail. The rail for the stair leading to the lower level on the north side of the building also does not meet the guard rail requirements. (Stairs and guard rail at lower level entrance) (Stair at 1 st floor entrance) In conclusion, the overall structure of the building appears to be in satisfactory condition. The stonerubble foundation does not show signs of significant deterioration due to water infiltration. The wood post and beam structure does not appear to show significant distress or damage. The floor joist and decking have localized areas of damage from previous, improperly done modifications to the building. However, the exterior enclosure of the building is in very poor condition. The roofing, siding and windows of the building have far exceeded their useful lifespan and will need to be replaced. Based on the visual appearance of the exterior enclosure, it is to be expected that water has infiltrated the 8

9 building at numerous locations in the walls and roof, deteriorating and damaging the exterior wall framing, possibly significantly. Another major concern is the required accessibility for the various spaces. Significant work would be required to bring the building up to current building code requirements. No proper access is provided to any of the three levels of the building via an elevator or ramps. Interior doorways, bathrooms and ceiling heights did not meet code requirements. Proper firerated exiting from the various spaces would need to be addressed. The applicability of these requirements would need to be reviewed with the building code officials. This report concludes our facility assessment scope of work. Sincerely, Nathan Bossenga, SE, AIA Dewberry Cc: Daniel Atilano, AIA 9

Slavic Village Building Condition Review

Slavic Village Building Condition Review Slavic Village Building Condition Review Slavic Village Development May 8, 2015 Page 1 EXECUTIVE SUMMARY City Architecture was commissioned by Slavic Village Development to review five existing facilities

More information

March 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202

March 19, 2014. Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Ms. Jean McDonald CAP Management 910 16th Street, Suite 1010 Denver, Colorado 80202 Re: Prospector s Point Walkway/Façade Repairs Martin/Martin, Inc Project No.: 13.0358.S.02 Ms. McDonald: Per your request

More information

Building Condition Assessment Report

Building Condition Assessment Report Building Condition Assessment Report Asset C3c - Oak Terrace Cottage 121 Address Riverview Lands, 2601 Lougheed Highway, Coquitlam, BC. V5C 4J2 Construction Year Size (Gross Floor Area) 1920. 2,553 Sq.Ft.

More information

Inspecting to a higher standard.

Inspecting to a higher standard. Inspecting to a higher standard. Rob Hopkin Silver Spring, MD 20902 Monday, June 2, 2014 ProTec Inspection Services Inc. 19736 Selby Ave Poolesville, MD 20837 301-972-8531 www.protec-inspections.com rob@protec-inspections.com

More information

17,280 square feet Overview:

17,280 square feet Overview: CENTRAL OFFICE Located at 167 Boston Post Road, East Lyme, Connecticut, the Central Office was built in 1916 as the original Flanders Elementary School and remains connected to the current school. The

More information

Building Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland

Building Condition Assessment: 215-219 West Lexington Street Baltimore, Maryland KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,

More information

BUNKER HILL ELEMENTARY SCHOOL

BUNKER HILL ELEMENTARY SCHOOL INITIAL YEAR BUILT 1970 BUILDING AREA 98,200 SF CURRENT PROGRAM CAPACITY 332 ENROLLMENT 2008 387 WARD 5 PROPOSED PROGRAM CAPACITY 750 Site Plan BUNKER HILL - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION

More information

Facility Summary. Facility Condition Summary. Seattle School District David T. Denny International Infrastructure. Facility Components

Facility Summary. Facility Condition Summary. Seattle School District David T. Denny International Infrastructure. Facility Components Infrastructure Facility Condition Summary Weighted Avg Condition Score Facility Components Systems Surveyor/ Date Done Comments G Sitework.9 Site Improvements Parking Pedestrian Paving Site Development

More information

www.citiesinspection.com October 5, 2015 Dear Client,

www.citiesinspection.com October 5, 2015 Dear Client, www.citiesinspection.com October 5, 2015 Dear Client, On 9/14/2015, Cities Inspection Service, Inc. completed a building inspection of the property located at 123 Oak Street, Someplace, Minnesota for you.

More information

BUILDING DEPARTMENT 8748 W. 82 nd Place - Justice, IL 60458 Phone: (708) 458-2130 Fax: (708) 458-3207

BUILDING DEPARTMENT 8748 W. 82 nd Place - Justice, IL 60458 Phone: (708) 458-2130 Fax: (708) 458-3207 BUILDING DEPARTMENT 8748 W. 82 nd Place - Justice, IL 60458 Phone: (708) 458-2130 Fax: (708) 458-3207 SELF EVALUATION CHECKLIST FOR RESIDENTIAL AND MULTI-FAMILY DWELLING INSPECTIONS The attached checklist

More information

Building Condition Assessment: 109-111 North Howard Street Baltimore, Maryland

Building Condition Assessment: 109-111 North Howard Street Baltimore, Maryland KPA The Joint Venture of EBA Engineering, Inc. and Kennedy Porter & Associates, Inc. 4813 Seton Drive, Baltimore, MD 21215 Phone: (410-358-7171) Fax: (410)358-7213 Building Condition Assessment: Baltimore,

More information

Building Condition Assessment Report

Building Condition Assessment Report C2 - Nurses Resident (aka Administration) Building Condition Assessment Report Asset Address Address Construction Year Size (Gross Floor Area) Asset Type Floors Above Ground Inspection Date C2 - Nurses

More information

Odd Fellows Hall. 63-65 Warren Avenue, East Providence, RI Historic Structure Assessment. June 2014

Odd Fellows Hall. 63-65 Warren Avenue, East Providence, RI Historic Structure Assessment. June 2014 Odd Fellows Hall 63-65 Warren Avenue, East Providence, RI Historic Structure Assessment June 2014 Ms. Jeanne M. Boyle, Executive Director East Providence Waterfront Commission East Providence City Hall

More information

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE

201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE STRUCTURAL INSPECTION REPORT DRAFT 201 WATER STREET FORWARDERS MUSEUM AND VISITORS INFORMATION CENTRE TOWN OF PRESCOTT Date: November 2013 GENIVAR No.: 131-20617-00 2611 Queensview Drive, Suite 300, Ottawa,

More information

CLIENT. Inspection Report. 271 Front St. Alert Bay, B.C. Island Building Inspections V ANCOUVER I SLAND B. C.

CLIENT. Inspection Report. 271 Front St. Alert Bay, B.C. Island Building Inspections V ANCOUVER I SLAND B. C. CLIENT Inspection Report 271 Front St. Alert Bay, B.C. Island Building Inspections 2013 V ANCOUVER I SLAND B. C. Elevation Photos For the Property at 271 Front Street Alert Bay, BC ELEVATION PICTURES Front

More information

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr.

October 30, 2014. Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR. Report of Findings, Structural Investigation, Benton, Arkansas, Dear Mr. 117 S. Market St. Benton, AR 72015 * 501-315-2626 * Fax 501-315-0024 October 30, 2014 Mr. & Mrs. Daniel Vick 101 Southwind Cove Benton, AR Re: Report of Findings,, Benton, Arkansas, Dear Mr. Vick: This

More information

Property Condition Assessment

Property Condition Assessment Property Condition Assessment Business, Wisconsin Inspection Date: 8/2009 Prepared For: Business Owner Report Number: TD999909 Prepared By: Shamrock Building Inspection Consultants LLC N29 W29951 Shel-Mar

More information

Architectural As-Built Survey - Specifications:

Architectural As-Built Survey - Specifications: Architectural As-Built Survey - Specifications: The purpose of this document is to outline items that will be delivered to the client at the completion of an Architectural Documentation of an existing

More information

Self-Home Inspection Checklist

Self-Home Inspection Checklist To be used as a first home visit for note taking. Visit www.homeinspectiondirect.com for more tips and information about buying a home and hiring a home inspector. This form in no way replaces a professional

More information

Structural Inspection Foundations

Structural Inspection Foundations Structural Inspection Foundations 0211 Footings Concrete pad and continuous footings The concrete footings consist of continuous strip footings at the building perimeter of the following sizes: 16 wide

More information

May 5, 2010. Client Client Address. Re: Inspection Address, Chicago, Illinois. Dear Mr. Client,

May 5, 2010. Client Client Address. Re: Inspection Address, Chicago, Illinois. Dear Mr. Client, PROPERTY INSPECTION PROFESSIONALS May 5, 2010 Client Client Address Re: Inspection Address, Chicago, Illinois Dear Mr. Client, On May 4, 2010, Tomacor completed a property inspection of the above referenced

More information

A0 SHEET 1 OF 5 400 LOCUST STREET FRANKFORT, KANSAS 66427 FRANKFORT, KANSAS 66427 ROOF REPAIR OF THE 400 LOCUST STREET

A0 SHEET 1 OF 5 400 LOCUST STREET FRANKFORT, KANSAS 66427 FRANKFORT, KANSAS 66427 ROOF REPAIR OF THE 400 LOCUST STREET POYNTZ AVENUE, STE 9 MANHATTAN, KS 0..0..9 FAX WEST th STREET JUNCTION CITY, KS.... FAX 0, Bruce McMillan AIA, Architects, P.A. HERITAGE TRUST FUND GRANT PROJECT NO. 0-0 ROOF REPAIR OF THE 00 LOCUST STREET

More information

Vision Home Inspection

Vision Home Inspection Vision Home Inspection 324 Rams Run Shepherdsville KY 40165-7877 Inspector: James McFadden Property Inspection Report Client(s): Property address: Inspection date: View report summary This report is the

More information

Building Foundation and Structure

Building Foundation and Structure Building Foundation and Structure Overview The construction of the Hall of Waters building began in 1936, and was constructed over the original site of the Siloam and Sulpho-Saline Springs. The original

More information

Report for. Dick and Jane Homeowner. 1234 Lovers Lane, Houston, Texas 77000

Report for. Dick and Jane Homeowner. 1234 Lovers Lane, Houston, Texas 77000 Report for Dick and Jane Homeowner 1234 Lovers Lane, Houston, Texas 77000 March 17, 2004 I NI NP R Inspection Item I. STRUCTURAL SYSTEMS o o o A. Foundations (If all crawl space areas are not inspected,

More information

Exterior Repair Project. By: Kami Farahmandpour, PE, RRC, RWC, CCS, CCCA Alex Szatanek. Building Technology Consultants, PC BTC

Exterior Repair Project. By: Kami Farahmandpour, PE, RRC, RWC, CCS, CCCA Alex Szatanek. Building Technology Consultants, PC BTC Exterior Repair Project Glen Ellyn Public Library By: Kami Farahmandpour, PE, RRC, RWC, CCS, CCCA Alex Szatanek Outline 2010 and 2011 Roof Replacement and Facade Repair Project Review Primary Reasons for

More information

Inspection Item COMMENTS

Inspection Item COMMENTS APPENDIX 9 AFFORDABLE HOUSING PROGRAM INSPECTION CHECKLIST Participating Jurisdiction: Homeowner Name: Assisted Property Address: Date of Physical Inspection of Property: Total Square Footage of Property:

More information

BROWNSVILLE STRUCTURES STUDY. July 2012. Prepared by. LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208

BROWNSVILLE STRUCTURES STUDY. July 2012. Prepared by. LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208 BROWNSVILLE STRUCTURES STUDY July 2012 Prepared by LDA ARCHITECTS 33 Terminal Way, Suite 317 Pittsburgh, Pennsylvania 15219 1208 TABLE OF CONTENTS I. SUMMARY OF BUILDING ANALYSIS.. 1 II. INDIVIDUAL BUILDING

More information

48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No.

48. AQUARIUM. Aquarium. Classification: Cluster: Location: Close to junction of Inselrhue and Loiter Way, Belle Isle. Total Area: No. Classification: Cluster: Location: Total Area: No. of Stories Aquarium Acreage Owned: Acquired: 1904 Most Recent Improvements: THE AQUARIUM Close to junction of Inselrhue and Loiter Way, Belle Isle Two

More information

St. Louis County Department of Public Works Division of Code Enforcement. When is a Building Permit required for Residential Projects?

St. Louis County Department of Public Works Division of Code Enforcement. When is a Building Permit required for Residential Projects? St. Louis County Department of Public Works Division of Code Enforcement When is a Building Permit required for Residential Projects? BUILDING CONSTRUCTION WORK A Building Permit is required to construct,

More information

PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007

PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT. November 2007 PELHAM MEMORIAL HIGH SCHOOL STONE FAÇADE REPORT November 2007 PURPOSE OF INVESTIGATION Determine possible locations of moisture intrusion into and through facade. Determine cause of horizontal and vertical

More information

The City of Maplewood Public Works Department Guidelines to Obtaining a Building Permit

The City of Maplewood Public Works Department Guidelines to Obtaining a Building Permit The City of Maplewood Public Works Department Guidelines to Obtaining a Building Permit Topic Page WHAT IS A BUILDING PERMIT? 2 WHY DO I NEED A BUILDING PERMIT? WHEN DO I NEED A BUILDING PERMIT? EXAMPLES

More information

The Lambton County Homeowner's BUILDING PERMIT INFORMATION GUIDE

The Lambton County Homeowner's BUILDING PERMIT INFORMATION GUIDE The Lambton County Homeowner's BUILDING PERMIT INFORMATION GUIDE BUILDING SERVICES DEPARTMENT 789 Broadway Street, Box 3000 Wyoming, ON N0N 1T0 Telephone: 519 845-0801 Toll-free: 1-866-324-6912 Fax: 519

More information

Building Code Clarifications - 7. Fire Resistance

Building Code Clarifications - 7. Fire Resistance Building Code Clarifications - 7. Fire Resistance 7.1 (15-12-030) Use of combustibles in Type III construction roof assemblies Code Section (15-12-030) Use of Combustibles was revised on May 17, 2000,

More information

BUILDING PERMIT SPECIFICATIONS

BUILDING PERMIT SPECIFICATIONS BUILDING PERMIT SPECIFICATIONS The below noted requirements are based upon La Plata County Building Code. These specifications are not intended as a complete set of requirements, but are intended to provide

More information

CITY OF BERKELEY BUILDING PERMIT DETAILED CHECKLIST

CITY OF BERKELEY BUILDING PERMIT DETAILED CHECKLIST CITY OF BERKELEY DETAILED CHECKLIST This checklist will assist you in preparing plans for submittal with a building permit application. Alterations, additions and remodeling projects may not require all

More information

Crepps Home Inspection

Crepps Home Inspection Crepps Home Inspection 651 Lincoln Drive Elizabethown, KY 42701 (270) 734-3845 www.crepps-hi.com jcrepps@yahoo.com Inspected By: Josh Crepps HI - 3058 Repair Report Prepared For: John & Jane Doe Property

More information

Gymnasium. Building Data. Number of Stairs: 3

Gymnasium. Building Data. Number of Stairs: 3 Gymnasium Building Data Year Built: 1939 Total Floor Area: 14,611 SF Number of Stairs: 3 Elevator: IBC Classification none III-B, Non-Sprinklered General Description Building consists primarily of a main

More information

EAST STROUDSBURG BOROUGH RESIDENTIAL RENTAL INSPECTION CHECK LIST

EAST STROUDSBURG BOROUGH RESIDENTIAL RENTAL INSPECTION CHECK LIST DATE TIME EAST STROUDSBURG BOROUGH RESIDENTIAL RENTAL INSPECTION CHECK LIST INSPECTOR: LICENSE # ADDRESS: PROPERTY OWNER: SINGLE: DOUBLE: MULTI-UNIT # OF UNITS POINT OF INSPECTION Sanitation IPMC 302.1

More information

Doughty Environmental Hygiene Associates

Doughty Environmental Hygiene Associates Top: Photo #1: View of the top of the elevator shaft from the roof. The open ventilation causes condensation to form inside on the sheetrock. It also allows for the access for insects. Note the discoloration

More information

Historic Preservation Certification Application Part 2 343-345 Main Street West South Haven, Vermont NPS Project No. 12345

Historic Preservation Certification Application Part 2 343-345 Main Street West South Haven, Vermont NPS Project No. 12345 Exterior Features 1 site and drainage 2 foundation 3 wood siding and trim 4 exterior doors 5 windows / storm windows 6 porches front and rear 7 chimneys 8 roofing Interior Features 9 frame 10 basement

More information

Estimated Cost of Repair

Estimated Cost of Repair 1 Applicant: Property: Home: Business: Assessor: Applicant Number: Type of Loss: Hurricane Date Contacted: 1/18/2014 Date of Loss: 10/29/2012 Date Received: 1/14/2014 Date Inspected: 2/4/2014 Date Entered:

More information

PROPERTY INSPECTION REPORT

PROPERTY INSPECTION REPORT (850) 297-1998 1716 Monticello Dr Tallahassee, Florida 32303 PROPERTY INSPECTION REPORT THIS INSPECTION IS A DETAILED LISTING OF AREAS VISUALLY INSPECTED AT:, Tallahassee FL Client Tallahassee, FL 32304

More information

Parking Surface Parking consisting of 600 spaces, or 5.40 per 1,000 square feet of office area, and handicapped access.

Parking Surface Parking consisting of 600 spaces, or 5.40 per 1,000 square feet of office area, and handicapped access. PROPERTY OPERATION AND AMENITIES Property Management Hours of Operation Hours of Access JFK Investment Company L.L.C. 8:00 am to 5:00 pm. 24 hours a day, 7 days a week. Parking Surface Parking consisting

More information

Sample Drawing Package for One and Two Family Dwelling Applications

Sample Drawing Package for One and Two Family Dwelling Applications Sample Drawing Package for One and Two Family Dwelling Applications For a full list of submission requirements, refer to the relevant checklist for your application found on our website: http://vancouver.ca/home-property-development/application-forms-and-checklists.aspx

More information

Facility Assessment Report, Montgomery Independent School District

Facility Assessment Report, Montgomery Independent School District THE LEARNING CENTER CAMPUS DATA THE LEARNING CENTER 700 Dr. Martin Luther King Jr. Drive, Montgomery TX 77356 Year Built 1958 Approx. Total Square Footage Grades Served Current Enrollment 22,050 n/a n/a

More information

Total Home Inspection Checklist

Total Home Inspection Checklist Total Home Inspection Checklist Use a checklist like this to make sure that you are looking at all parts of the house. Check off those items that are in good condition and make notes about those that are

More information

ELIGIBLE REPAIR PROJECT PARAMETERS

ELIGIBLE REPAIR PROJECT PARAMETERS THE DISTRICT MUNICIPALITY OF MUSKOKA ONTARIO RENOVATES PROGRAM FOR HOMEOWNERS ELIGIBLE REPAIR PROJECT PARAMETERS 1. To have your project considered and payment processed, all projects requiring a Building

More information

Page & Turnbull imagining change in historic environments through design, research, and technology

Page & Turnbull imagining change in historic environments through design, research, and technology DCI+SDE STRUCTURAL EVALUATIONS OFFICE BUILDING, TOOL SHED & WATER TANK, AND BLACKSMITH & MACHINE SHOP BUILDINGS SAN FRANCISCO, CALIFORNIA [14290] PRIMARY PROJECT CONTACT: H. Ruth Todd, FAIA, AICP, LEED

More information

29 Broadway- 14 th Fl Tel: 212.888.8334 New York NY 10006 Fax: 212.419.1939. Due Diligence Report. New York, New York

29 Broadway- 14 th Fl Tel: 212.888.8334 New York NY 10006 Fax: 212.419.1939. Due Diligence Report. New York, New York Due Diligence Report New York, New York Prepared for Mr. On February 8, 2010 P a g e 1 Table of Contents PAGE 3.. GENERAL INFORMATION PAGE 4 FILINGS PERMITS AND ENCUMBRANCES PAGE 6. CORE AND SHELL PAGE

More information

Structural Assessment Report

Structural Assessment Report Report Dallas Township Elementary School Dallas, Pennsylvania (JBCI Project No. 144911) 1655 Suburban Station Building 1617 John F. Kennedy Boulevard Philadelphia PA 19103 215 665 0497 5 Sandwood Drive

More information

159 Morningside Avenue, Toronto

159 Morningside Avenue, Toronto 159 Morningside Avenue, Toronto Inspection Report February 6, 2013 159 Morningside Avenue, Toronto Inspection Report Overall Condition: This 60±-year-old home was extensively renovated and extended in

More information

CITY OF FAIRFAX CODE ADMINISTRATION 703-385-7830 / FAX 703-385-9265 www.fairfaxva.gov

CITY OF FAIRFAX CODE ADMINISTRATION 703-385-7830 / FAX 703-385-9265 www.fairfaxva.gov CITY OF FAIRFAX CODE ADMINISTRATION 703-385-7830 / FAX 703-385-9265 www.fairfaxva.gov Finishing a basement to make additional living space in a house is a popular construction project for many homeowners.

More information

STRUCTURAL ASSESSMENT

STRUCTURAL ASSESSMENT STRUCTURAL ASSESSMENT Project: 1432-1434 East Commerce St. Job. No: 122200 Location: San Antonio, TX Date: Dec. 10, 2012 Weather: Sunny, Windy,60 deg Performed by: Jeff Haughton and Frank Lamas, Alpha

More information

Home Inspection Report

Home Inspection Report 4949 Brownsboro Rd Suite 293 Louisville, KY 40223 (502) 414-1440 tripleainspections@gmail.com Inspected By: William Carter, HI-1956 Home Inspection Report Prepared For: Edward Cullen Property Address:

More information

BUILDING ASSESSMENT QUESTIONNAIRE. B. TENANTS Is there more than one tenant in the building? YES

BUILDING ASSESSMENT QUESTIONNAIRE. B. TENANTS Is there more than one tenant in the building? YES Department of Health and Human Services, Division of Public Health Occupational and Environmental Epidemiology Branch 1912 Mail Service Center, Raleigh, North Carolina 27699-1912 BUILDING ASSESSMENT QUESTIONNAIRE

More information

Two complete sets of plans that are legible and drawn to conventional scale are required to be submitted with the Building Permit Application Form.

Two complete sets of plans that are legible and drawn to conventional scale are required to be submitted with the Building Permit Application Form. Site Plan Checklist This checklist provides homeowners a summary of the Building Permit submission requirements for constructing a residential building. Construction of a building, including pre-fabricated

More information

Architectural Condition Survey

Architectural Condition Survey Architectural Condition Survey Santa Fe Railroad / AMTRAK Depot, Lawrence. Kansas for the City of Lawrence, 2002 Survey: (student) PI: William Carswell, Associate Dean, School of Architecture, University

More information

Inspecton Report. Property Address:

Inspecton Report. Property Address: Inspecton Report Provided by: National Home Inspections Inspector: Bob Smith 456 S Main Denver, CO 46312 (645) 423-3242 bob@nationalhomeinspections.com www.nationalhomeservices.com Property Address: 873

More information

New Ontario Building Code Requirements for Mid-rise Wood Frame Buildings

New Ontario Building Code Requirements for Mid-rise Wood Frame Buildings New Ontario Building Code Requirements for Mid-rise Wood Frame Buildings Note: This information addresses complex issues in a summary fashion. Consideration should be given to the official version of the

More information

Vari Inspection Services

Vari Inspection Services Cover Page Vari Inspection Services Property Inspection Report Inspection prepared for: Sample Real Estate Agent: None - Date of Inspection: 5/13/2015 Inspector: Tony Vari License # HI8047 23110 STRD 54

More information

Print Shop/Mail Room

Print Shop/Mail Room Chapter XVIII Print Shop/Mail Room Page 110 CHAPTER XVIII Print Shop/Mail Room ARCHITECTURAL/STRUCTURAL A. BUILDING EXTERIOR 1.0 EXTERIOR WALLS The exterior walls are comprised of stone veneer. There were

More information

A TO Z HOME INSPECTIONS PROFESSIONAL HOME INSPECTION SERVICES FOR HOME BUYERS AND SELLERS

A TO Z HOME INSPECTIONS PROFESSIONAL HOME INSPECTION SERVICES FOR HOME BUYERS AND SELLERS A TO Z HOME INSPECTIONS PROFESSIONAL HOME INSPECTION SERVICES FOR HOME BUYERS AND SELLERS Insurance Inspection Report 1234 Main Street Tallahassee, Florida Report Prepared For: Charles Smith Report Prepared

More information

Single Family Basement Finish

Single Family Basement Finish Single Family Basement Finish Purpose of Guide The purpose of this guide is to assist you in the permit process for your project. This handout is intended as a basic plan submittal under the 2009 International

More information

Certificate of Appropriateness Applications

Certificate of Appropriateness Applications Certificate of Appropriateness Applications Huntsville Historic Preservation Commission August 10, 2015 Applicant: Philip Buzzetta Submission Date: 07/07/15 Architectural Style: Dutch Colonial Status:

More information

2012 Ontario Building Code Requirements for New Construction. Bradford West Gwillimbury Building Division March 5, 2012

2012 Ontario Building Code Requirements for New Construction. Bradford West Gwillimbury Building Division March 5, 2012 2012 Ontario Building Code Requirements for New Construction Bradford West Gwillimbury Building Division March 5, 2012 1 Ontario Building Code changes Applicable to permits applied for after December 31,

More information

Point Auditorium Design Narrative PROJECT NAME: Point Auditorium DATE: 06/25/15 TO: Lance Francis FROM: Leslie Ellsworth

Point Auditorium Design Narrative PROJECT NAME: Point Auditorium DATE: 06/25/15 TO: Lance Francis FROM: Leslie Ellsworth INTRODUCTION: Kronberg Wall Architects is pleased to present the Design Narrative for the Point University Auditorium conversion from the existing warehouse space. General Project Description: This project

More information

Memorandum. July 16, 2008. To: Plan Commission City of Madison

Memorandum. July 16, 2008. To: Plan Commission City of Madison Memorandum July 16, 2008 To: Plan Commission City of Madison From: Marc Schellpfeffer Engberg Anderson Re: Structural/Architectural Assessment of Homes for Proposed Demolition Findorff Yards Office Lofts

More information

A/E REVIEW CHECKLIST ARCHITECTURAL

A/E REVIEW CHECKLIST ARCHITECTURAL A/E REVIEW CHECKLIST ARCHITECTURAL Reviewers should - Use Checklists when reviewing any type of VA construction project for the following disciplines: Architectural, Boiler Safety Devices Operation Checklist,

More information

INSPECTION CONNECTION, INC.

INSPECTION CONNECTION, INC. INSPECTION CONNECTION, INC. Professional Real Estate Inspections and Consulting Services 2932 West 100 th Street Evergreen Park, IL 60805 708-346-0708 800-573-1113 mike@inspection2020.com 312-429-1230

More information

BUDGETING ROOFING EXTERIOR

BUDGETING ROOFING EXTERIOR BUDGETING The budgeting information provided is offered for rough estimating purposes. We have provided you with typical life expectancies where possible. For specific quotes, contact at least three appropriate

More information

Braselton Bros. Store Redevelopment 5134 HWY 53 BRASELTON, GA 30548 LEVEL 0 - DEMO & NEW PLAN. Room. Room. Room. Room. Room. Room. Room. Room.

Braselton Bros. Store Redevelopment 5134 HWY 53 BRASELTON, GA 30548 LEVEL 0 - DEMO & NEW PLAN. Room. Room. Room. Room. Room. Room. Room. Room. 1.d 2.d 3.d 4.d 1.d 2.d 3.d 4.d REMOVE, REPAIR, & REPLACE EXISTING STOREFRONT SYSTEMS D.1 D.2 REMOVE, REPAIR, & REPLACE EXISTING STOREFRONT SYSTEMS D.1 D.2 REMOVE STAIR & INFILL WALL C.1 REMOVE DOOR &

More information

DRAWING DESIGN GUIDELINES

DRAWING DESIGN GUIDELINES City of Powell River DRAWING DESIGN GUIDELINES RESIDENTIALCONSTRUCTION The purpose of these guidelines is to provide assistance to the homeowner in order to prepare acceptable design drawings for the building

More information

EAST LYME HIGH SCHOOL

EAST LYME HIGH SCHOOL Overview: 1971 N 1966 GYM 1966 CLASSROOM WING 1966 AUD. 1971 GYM 1998 1998 POOL EAST LYME HIGH SCHOOL Original 1966 Building: The original East Lyme High School was constructed in 1966 and was composed

More information

Propery Inspection Report

Propery Inspection Report Propery Inspection Report Cover Page,, Ok Inspection prepared for: Date of Inspection: 9/28/2014 Time: 8:30 AM Age of Home: 2011 MOL Weather: Clear 62 degrees Inspector: License #130 5400 Hwy 177, Marland,

More information

The First Citizens National Bank New Construction Planning Packet rev

The First Citizens National Bank New Construction Planning Packet rev Thank you for considering as you prepare to build! Enclosed in this new construction planning packet you ll find examples of forms, samples, and other information you ll submit with your loan application:

More information

COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS

COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS COMMERCIAL PLAN SUBMISSION FOR NEW CONSTRUCTION AND/OR RENOVATIONS Permit applicants shall submit three (3) COMPLETE SETS of plans and specifications with each application for a permit. Plans and specifications

More information

REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N

REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N PLAN REVIEW FOR: PROJECT NAME: OWNER: ARCH/DESIGNER: ADDRESS: Ph/Fx: Plans Dated: E-mail: Sealed By: Estimated Project Cost - $ REVEWED BY: Ross Rogien B.O/P.R. ADDITIONAL REVIEW(S) REQ.-FIRE DEPT Y/N

More information

Inspection Report. Property Address:

Inspection Report. Property Address: Inspection Report provided by: Zimmel Home Inspections Inspector: Tyson Zimmel Tyson Zimmel (Lic.#862) (360) 775-0708 www.zimmelhomeinspections.com Property Address: 123 Fake Street Port Angeles WA 98362

More information

FIRE SAFETY INSPECTION REPORT

FIRE SAFETY INSPECTION REPORT FIRE SAFETY INSPECTION REPORT SINCERE KNIT GARMENTS LTD UNIT-1 EAST ISDAIR, CHANDMARI, FATULLAH OTHER FACTORIES: FAKIR KNIT LTD. July 20, 2014 Page 2 SUMMARY was surveyed for fire safety on 7/20/2014 by

More information

MEMORANDUM. General: Foundation:

MEMORANDUM. General: Foundation: MEMORANDUM State of Alaska Department of Transportation and Public Facilities Central Region - Division of Construction and Operations Public Facilities Branch TO: Jennifer Murrel DATE: August 19, 2010

More information

Exterior Condition Report

Exterior Condition Report Scope of Work for Property Located at: 3918-20 West Cherry Street Date: 3/10/2014 Property is: Single Family Duplex Below is the minimum requirement to meet health and safety issues. The City of Milwaukee,

More information

MURCH ELEMENTARY SCHOOL

MURCH ELEMENTARY SCHOOL INITIAL YEAR BUILT 1929 BUILDING AREA 47,700 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 491 WARD 3 PROPOSED PROGRAM CAPACITY 500 Site Plan MURCH - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5

More information

Inspection Report. provided by: Delaware Property Inspection. Inspector: Richard Hiddemen (302)355-1748

Inspection Report. provided by: Delaware Property Inspection. Inspector: Richard Hiddemen (302)355-1748 Inspection Report provided by: Delaware Property Inspection Inspector: Richard Hiddemen (302)355-1748 ASHI # 243377 DPR #H4-0000018 DDA #06-444 Delaware 1992105842 Wilmington #03857 New Castle #2010-845

More information

COMPREHENSIVE PROPERTY INSPECTIONS

COMPREHENSIVE PROPERTY INSPECTIONS COMPREHENSIVE PROPERTY INSPECTIONS Thank you for selecting CPI for your Deficiency Observation. A full home inspection was not performed on this property at the buyers request. This inspection is a limited

More information

Estimating Database Checklist

Estimating Database Checklist Estimating Database Checklist If you are creating a new estimating database for projects, the following list offers a thorough listing of Main and Sub Categories. You can also use it as a checklist to

More information

Title: Attic Keyword: Structure Description: roof framing rafters and decking File Name: P1030062

Title: Attic Keyword: Structure Description: roof framing rafters and decking File Name: P1030062 Title: Attic Description: Roof Structure framing File Name: P1030060 Title: Attic Description: roof framing rafters and decking File Name: P1030062 Title: Bathroom Keyword: Plumbing Description: Aged fixtures

More information

Repair Project for April 7, 2009

Repair Project for April 7, 2009 Repair Project for April 7, 2009 Scope of the Project HVAC Upgrades Roof Replacement Window Replacement/Exterior Openings Science Lab Renovations New Fire Alarm/Electrical AAB (accessibility) Upgrades

More information

Monthly Inspection Checklists

Monthly Inspection Checklists Monthly Inspection Checklists These safety checklists are part of a monthly inspection of church property. The items listed are not meant to imply that other concerns could not be present. The items listed

More information

Property Maintenance Check List

Property Maintenance Check List Property Maintenance Check List Scope These minimum conditions and responsibilities of persons for maintenance of structures, equipment and exterior property shall govern. Responsibility. Owners shall

More information

HOMEOWNER S PERMIT GUIDE

HOMEOWNER S PERMIT GUIDE HOMEOWNER S PERMIT GUIDE WHEN IS A PERMIT REQUIRED? Department of Development and Permits 306 Cedar Road, City Hall 2 nd Floor P.O. Box 15225 Chesapeake, VA 23328 Phone: (757) 382-6018 Fax: (757) 382-8448

More information

City of Peterborough

City of Peterborough City of Peterborough Building Division Basement Finishing Guide Residential Information Guides This information is intended to be used as an guide that outlines minimum requirements when finishing a basement,

More information

CONSERVATION MAINTENANCE WORKSHEET Universal Checklist

CONSERVATION MAINTENANCE WORKSHEET Universal Checklist 3.1 SITE 1 Concrete curbs Check for cracks, spalling, growth from joints X 2 Stone curbs Check for cracks, spalling, growth from joints X 3 Concrete walkways Look for uneven surfaces, ponding, growth from

More information

694 SHERBROOKE STREET

694 SHERBROOKE STREET INTRODUCTION: * A Wonderful Regency Style Residence Situated In Town * High On A Hill Overlooking The City * Amazing Park Like 1.68 Acre Property * Approximate Lot Dimensions 235 x 285 * The Current Owner

More information

DRAPER ELEMENTARY SCHOOL

DRAPER ELEMENTARY SCHOOL INITIAL YEAR BUILT 1953 BUILDING AREA 54,000 SF CURRENT PROGRAM CAPACITY 250 ENROLLMENT 2008 84 WARD 8 PROPOSED PROGRAM CAPACITY 325 Site Plan DRAPER - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5

More information

Single Family Dwellings Additions and Renovations

Single Family Dwellings Additions and Renovations This sample is intended as a guide only and may be used to assist in preparing plans for additions to single family dwellings. Applications for building permits must be accompanied by completed Schedules

More information

PROPERTY INSPECTION REPORT

PROPERTY INSPECTION REPORT Whisper Computer Solutions, Inc. P.O. Box 690502 San Antonio, TX 78269-0502 Phone: (210)681-6325 Fax: (210)681-6325 Email: support@whispersolutions.com PROPERTY INSPECTION REPORT Prepared For: Concerning:,

More information

1 Buffalo Street ID: Grant: $81,000. Total Project: $1,350,000. Before. After

1 Buffalo Street ID: Grant: $81,000. Total Project: $1,350,000. Before. After 1 Buffalo Street Grant: $81,000 Total Project: $1,350,000 Complete Exterior and Interior Renovation of four connected buildings; including new facades along two streets, new roofs, electrical, mechanical

More information

WARRANTIES AND PERFORMANCE STANDARDS T A B L E O F C O N T E N T S General Provisions Introduction Warranties Effective Date of Warranties Exclusive

WARRANTIES AND PERFORMANCE STANDARDS T A B L E O F C O N T E N T S General Provisions Introduction Warranties Effective Date of Warranties Exclusive WARRANTIES AND PERFORMANCE STANDARDS T A B L E O F C O N T E N T S General Provisions Introduction Warranties Effective Date of Warranties Exclusive Warranties Time Limits for Reporting Manufacturer s

More information

110 Applebee Street Contributing

110 Applebee Street Contributing 110 Applebee Street Contributing At this location is a two-story, side gabled Dutch Colonial influenced Folk dwelling built ca. 1910. The house has a rusticated concrete block foundation, a side gambrel

More information