Quality Inspection 8618 London Heights San Antonio, TX Phone: (210)

Similar documents
FIREBLOCK/DRAFTSTOPPING INFORMATION CODE INFORMATION FOR 1 & 2-FAMILY DWELLINGS FOR WOOD-FRAMED CONSTRUCTION FIREBLOCK

BASEMENT FINISH PERMIT AND BUILDING CODE REQUIREMENTS (REVISED 3/6/2018)

RSH ENGINEERING, INC. END OF BUILDERS WARRANTY INSPECTION REPORT INSP#: K00001 DATE: 00/00/11 PAGE #: 1

Chapter 14 - Air Sealing

Inspection Report. Property Address:

INFORMATIONAL HANDOUT FOR FINISHING A BASEMENT

APPLICATION FOR FINISHED BASEMENT PERMIT

Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN (507) fax (507)

Typical Finished Basement Details

Table Air Barrier and Insulation Inspection Component Criteria

2003 International Residential Building Code

Building for Energy Efficiency Part 2 Advanced Framing Workshop. Objectives for this presentation...

Alabama Home Inspections

SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.

Section numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept.

Inspection Report. Prepared for: Gil Turiel. Property Address: 545 Briar Run Court Loganville, GA Date: July 17, 2011

Administrative Changes

The Inspection Process. Waxhaw N.C.

Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage

Chapter 33 - Checklists

#G445 Plans, 48'x28' x 10' detached garage with bonus room By SDS-CAD Specialized Design Systems

Andy Schreder CBO Building Official for St Francis, Nowthen

SUBJECT: NEW 2000 INTERNATIONAL RESIDENTIAL CODE (IRC) DATE:

WeatherSmart Air Barrier Installation Guide

PHASE (pre-drywall) INSPECTION REPORT

Inspection Report. Prepared for: Tonia Mann. Property Address: 56 Riverview Place Douglasville, GA Date: September 19, 2012

Basement Finish. City of New Prague Building Inspections Department 118 Central Ave N New Prague, MN (952) Fax (952)

Inspection Report. Property Address: 908 Black Hills Drive Spearfish, SD 57783

BUILDING CONSTRUCTION PERMIT PERMIT CONDITIONS AND INSPECTIONS

Contractor/Owner initials are verification that items #1 and #2 and items (a) thru (g) above are included in the submitted plan/drawing.

The Ashland Project. Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage

Residential Building Inspections

SECTION WOOD FRAMING. A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents.

Inspection Report. Prepared for: Tonia Mann. Property Address: 2557 Briar Valley Way Dacula, GA Date: March 01, 2012

INSTALLING WATER-RESISTIVE BARRIERS & FLASHING

ADDENDUM A CONSTRUCTION SPECIFICATIONS

A.ENVELOPE AIR SEALING

My Home Was Built In What Can I Expect To See On My Report?

TOWN OF HAGUE GUIDELINES FOR PERMIT APPLICATION

Price, plans and specifications are subject to change without notice. Revised 01/2018

SureHome Inspection Company. Home Inspection. Grant st Street Omaha, NE 68048

Fairfax County, Virginia

3D Home Improvement and Inspection Services, Inc

GARAGE MAIN FLOOR PLAN

206 Basic Construction Management

SCREEN PORCHES 101 DEVELOPMENT RESOURCES, INC Permit Requirements

The Home Doctor, Inc.

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

The Inspector. Property Inspection Report

GARAGE MAIN FLOOR PLAN

One and Two Family Additions

HOUSE REPAIRS & RENOVATIONS BUILDING PERMIT REQUIREMENTS

RSH ENGINEERING, INC. FINAL WALK THROUGH INSPECTION REPORT INSP#: S05092 DATE:08/27/06 PAGE #: 1 Address: 1234 Anywhere St, Anywhere, TX

2012 Code Update Training

GARAGE MAIN FLOOR PLAN

Price, plans, and specifications are subject to change without notice. MAPLE 2,081 SQ.FT. 3 BEDROOMS 3.5 BATHROOMS 2 STORIES

Building Division Informational Handout

$ Plan Review Fee when Permit Application is submitted BASEMENT REMODEL BUILDING PERMIT APPLICATION. Status Sticker OFFICIAL USE ONLY

Applying for Permits to build a new house in Linn County

Elevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.

COOPERSMITH COURT. For more information, contact: Maggie Houston

COOPERSMITH COURT. For more information, contact: Maggie Houston

INSULATION INSTALLATION

ARTICLE 12 INTERNATIONAL RESIDENTIAL CODE 2012 International Residential Code Modification Summary (Statutory Authority: 1976 Code Section )

Whitley Shower Locker Toilet Facilities

Permit Posting and Inspection Procedures

Exterior structures (fences, sheds, decks, retaining walls, detached garages) in good condition, no evidence of termite damage or rotted wood

Chapter 12. Air Sealing and Insulation

Home Inspection Report

component was performing its intended function; installation and condition were appropriate for age and use.

Feature Zone IECC 2009 IECC

Accurate Inspections Inc. Property Inspection Report

Calidad Home Inspection Colleyville, TX (817) /

TYPICAL BEARING WALL FRAMING

Pre-Drywall Property Inspection

Inspection Report. Prepared for: Yossi Berg. Property Address: 4925 Diggers Way Sugar Hill, GA. Date: July 20, 2011

EXHIBIT B TO AGREEMENT BETWEEN PENSACOLA HABITAT FOR HUMANITY AND SUBCONTRACTOR. Scope of Work. Framing Labor. Framing Labor Division 120

Left Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4" = 1'

Property Inspection Checklist

World Inspection Network

FRAMING INSPECTION GENERAL

Custom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems

TEXAS DEPARTMENT OF HOUSING AND COMMUNITY AFFAIRS OFFICE OF COLONIA INITIATIVES TEXAS BOOTSTRAP LOAN PROGRAM. Form 15 Work Write-Up

CHAPTER 6 TYPES OF CONSTRUCTION

Custom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems

CODE COMPLIANCE GUIDELINE GENERAL BUILDING

CHECKLIST Inspecting a Garage

Explaining the Thermal Bypass Checklist. Ed Minch, Energy Services Group Kelly Parker, GWS

MAIN FLOOR PLAN. #G x 14 x 8 Shed - Chicken Coop By SDS-CAD Specialized Design Systems 10'-0" 3'-0" 1'-0" 14'-0" 14'-0" 1'-0" 6'-0" 3'-0"

KENSINGTON GREEN THE ELLIE - 2,038 SQ.FT.

Union County Vocational - Technical Schools Scotch Plains, New Jersey

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

Requirements for Additions/Enclosed Deck/Finished Bonus Room/Dormer

Building with Ducts in Conditioned Spaces Conditioned Attics

Chapter 13 - Finish Framing

HUMBOLDT COUNTY BUILDING & SAFETY DEPARTMENT CITY OF WINNEMUCCA BUILDING DEPARTMENT

FINEGAN INSPECTION SERVICES, INC.

Madison's Home Inspections

NSC North Star Contracting, l.l.c

Insulated Cold-Formed Steel Wall Panels: A case study of a contractor-manufacturer

Transcription:

Quality Inspection 8618 London Heights San Antonio, TX 78254 Phone: (210) 240-0476 PRE DRYWALL INSPECTION REPORT Prepared For: DELETED (Name of Client) Concerning: DELETED, San Antonio, TX 78258 (Address of Inspected Property) By: Kevin Machen, # 5043 10/08/08 (Name and License Number of Inspector) (Date) EXTERIOR: The OSB sheathing on the exterior of the house has no moisture barrier present on any side. It appears the exterior walls of the house will be a combination of stucco and brick veneer over wood framing. The stucco sections of the house will most likely have a combination of paper/lathe installed to provide an acceptable moisture barrier. The moisture barrier where the brick is installed is the area of concern. With the windows already sealed to the OSB, it appears the OSB will be used as a water-repellent sheathing, which is allowed under IRC 604.3. The area of concern is with the horizontal and vertical seams in the OSB being properly flashed and sealed respectively. Some flashing material has been placed between the upper and lower layers of the sheathing, but the vertical seams are still open. These along with numerous holes in the sheathing for wirers, pipes, etc., the exterior will need work prior to brick installation. Some of the tape installed around the windows on all sides of the house has loosened due to weather exposure. Any tape that has released from the OSB surface should be replaced. All tape manufacturers give limitations in their installation instructions for exposure to weather/sun exposure.

Front exterior Flashing not present between sheets Un-sealed openings in OSB sheathing Tape releasing from OSB ROOF: The roof covering had not yet been completed on the house. The roof framing and decking does not extend to the right side of the balcony off the game room.

NOTE: All code reference bodies require that the roof be water tight prior to any insulation and drywall being installed in the structure. The roof should be completed prior to installation of drywall to prevent moisture related problems. FRAMING: The right side balcony off of the game room has support posts from the ground level and from the second floor level that do not appear to be plumb. The floor on the second floor balcony is pitched slightly for drainage, but the support posts do not appear to be in line for proper support. All ceiling joists in the two story front entry that do not rest on the top plate or have direct vertical support need to have metal hangers installed to insure the joists do not settle excessively when the weight of the drywall is applied.

The header over the entry door way to the room on the right side of the front entry is not properly braced. Stud support for the header is inadequate and there has been excessive movement in the stud support due to them not being fastened together adequately. Blocking between the studs is recommended for the right side. Gaps between the support studs and the small headers over the front windows in the room to the left of the front entry should be shimmed to prevent settlement after drywall installation.

The two-by-six studs in the laundry room/garage wall are very un-even on the nailing surface. This will cause the wall to have waves after drywall installation. The stud shoes used on the wall by the water heater location are not properly secured to function properly. The foundation support for the studs supplying support for the garage door headers in the center and on the right side of the garage door framing is inadequate.

The headers over the windows in the formal dining room have large gaps where the support studs are located. These gaps should be shimmed to prevent settlement. The corners of the box framed ceiling accent in the formal dining room are not adequately secured to the ceiling frame. The two-by-twelve framing that supports the entire box frame structure needs to be properly secured. The double beam over the master shower needs additional vertical stud support at both ends. Several studs in the master bath sink wall are warped. The wall will not be straight unless these studs are repositioned or replaced. Framing is not complete around the front garage window.

Fire blocking in the exterior wall at the garage on the second floor is not completed. No enclosure was built around the exhaust stacks from the water heaters as they enter the second floor bedroom and closet. The double support beams from the upper balcony have no vertical support where they intersect the exterior wall of the game room. Fire blocking is not completed in the game room wall that overlooks the family room.

The main support beam over the entrance into the media room needs a hanger where the beam connects to the beam running lengthwise in the room. The top plate of the curved wall in the media room is missing. Studs are missing in the wall at the left side stairway. Floor decking in the upstairs left side hallway has large un-supported gaps that should be blocked and secured. The boxed ceiling feature in the center of the kitchen is not properly secured to the TJI joists. Inspector recommends wire straps be installed from the main frame to the joists to prevent movement.

The header and support studs for the header at the doorway to the half bath are separating. The studs should be secured together and blocked to prevent movement. The walk surface decking in the attic that leads to the heating units is made of 7/16 inch OSB in some areas. The walkway to the unit in the center of the attic is very dangerous due to small sections of OSB used on the standard ceiling joists. All decking used as walk or work surface in the attic should be a minimum of ¾ inch thick. The 7/16 inch OSB is used often, but is either doubled or has additional frame support installed. The decking should be solid (no gaps between pieces) from the attic opening to both of the units. A minimum width of 24 inches for walkways and a work surface width of 30 inches in front of the units should be maintained.

The ridge rafter on the left side of the house that terminates at the front corner has a splice that has no direct vertical support. The jack rafters are pulling away from this rafter near the splice area. NOTE: Fire blocking should be done in compliance with IRC (R602.8) code guidelines. Fireblocking material should be two inch nominal lumber or three quarter inch OSB board backed with one-half inch drywall. Perforations around irregular objects (drain lines, etc.) can be sealed with un-faced fiberglass insulation that is tightly packed into the opening. Fireblocking should be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the attic (roof) space. Fireblocking should be in the following locations: 1. In concealed spaces in stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs as follows: Vertically at floor and ceiling levels and horizontally at intervals not exceeding 10 feet. 2. At all intersections between concealed vertical and horizontal spacings such as occur at soffits, drop ceilings, and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. 4. At openings around vent pipes and ducts at ceiling and floor level. (compressed fiberglass or approved spray foam)

All perforations in the top plates of the walls (plumbing lines, drain lines, electrical wiring, etc.) should be sealed with an approved fire retardant material. PLUMBING: Water lines running through the top plate above the water heater location should be protected with a nail plate. The plumbing vent in the top plate of the master bath toilet room also needs nail plate protection. ELECTRICAL: There can be no romex wiring run over the framing within six feet of the attic entrance that is not protected from physical impact. A/C: The bare copper high pressure refrigerant lines are contacting the metal nail plate at the top of the wall in the media room. Subtle vibration when the unit is running may cause the steel plate to wear a hole in the copper line. All copper lines should be moved away from the nail plate.

DUCTWORK: Both units in the attic have loose tape on the plenums and the connections to the evaporator coil enclosures. These seams should be taped and hard cast after the unit and plenum are stabilized. Please call if you have any questions regarding these items. Sincerely, Kevin Machen Quality Inspection TREC Professional Inspectors License #5043 210-240-0476 Qualityinspection1@msn.com www.qualityinspections.bz