MOISTURE MANAGEMENT. Providing roofing and waterproofing solutions. Zionsville High School Roof Asset Management Plan
|
|
- Bennett Norton
- 6 years ago
- Views:
Transcription
1 MOISTURE MANAGEMENT Providing roofing and waterproofing solutions. Zionsville High School Roof Asset Management Plan
2 Executive Summary Moisture Management conducted a detailed investigation of 34 roof sections on Zionsville High School. The facility consists of 297,741 square feet of roofing systems ranging from Ballasted EPDM, Fully Adhered EPDM, and Thermoplastic. The purpose of the audit was to provide insight into the conditions of the current inventory of roofing systems with long and short term goals as well as to provide up to date records. As expected, it was determined that the various roofing systems, on the facility, have varying remaining life expectancies. Surprisingly, the conditions of the recently installed Thermoplastic roofs were generally poor due to the quality of the installation workmanship. The following report will provide evidence of each of the roof sections current condition as well as provide photo documentation to support the findings. The overall investigation of the High School roof revealed multiple deficiencies on a majority of the roof sections. The important fact to note here is that the deficiencies leading to water intrusion into the roofing system have to be repaired for all restoration methods to take place just short of a total roof section replacement. It appears that an infrared scan has been facilitated on all of the roof sections that are not ballasted. However, it is not known when the scan was completed. The results of the infrared scan are imperative. It outlines what areas of wet insulation needs to be removed and replaced for all coating / restoration options and to weigh the true total costs of restoration versus the total cost for replacement. Moisture Management specialize in developing strategic plans that will often extend the life expectancy of roofing membrane to allow time to budget for imminent replacement. We feel that it is imperative to implement a maintenance program to, at least, maintain the current condition of the roofs in the inventory. In most cases, once the recommended repairs are facilitated, the condition of the raises in the condition scale from which it is currently rated from. The roof sections were rated using the following scale: Green is the best possible condition followed by Blue, Yellow, Purple, Orange, and then Red. At the Red stage, roof replacement is recommended. This is generally due to the cost comparison between the costs of the necessary repairs versus replacement. An Immediate Repairs Checklist has been provided showing the costs associated to repair the deficiencies that were located during the investigation.
3 Zionsville High School Condition Chart
4 Recommendations Roof 1- This Ballasted EPDM roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was located on the roof section which will impede drainage and/or damage the roof membrane. Tree limbs were noted as being too close to the roof, they should be trimmed back at least 5 from the facility. The wall flashings are bridging along the perimeter walls. A pipe boot is no longer bonded at the base. Multiple areas were noted where the flashings are deteriorated. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 2-This Ballasted EPDM roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Bridged curb flashings were located on this roof section. Bridging was noted on the wall flashings which were also found to be deteriorated in spots. The EPDM is bridging on the expansion joint. Shrinkage of the EPDM was listed as a major issue on the section. An open conduit line was located on this roof section as well. Roof 3- This Ballasted EPDM roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. The flashing at the base of a pipe boot is failing. Minor bridging was noted on the wall flashings with some areas being un-adhered. Openings were located in the coping metal joints. Voids were located in the seams of the curb flashing. Multiple past repairs were noted to the membrane. Voids were located in the coping joints from deficient splice plates. Opening were also located some of the vertical seams of the wall/curb flashings. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 4- This Fully Adhered EPDM roof has good slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Ponding of water was noted on this section due to inadequate drainage. Several past repairs were located on this section with several using inappropriate repair methods or products. Deficiencies were located in the flashings with multiple areas failing or having open seams. Debris was located on the roof section which will impede drainage and/ or damage to the membrane. Areas were noted where fasteners are backing out into the membrane. Punctures were located in the EPDM and sealant is missing from some open conduit pipes. Roof 5- This Fully Adhered EPDM roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failure was noted in the seams of the roofing membrane. Deteriorated flashings were located on this section along with areas where the perimeter flashing is un-adhered. Evidence of minor ponding was also noted on this roof section. The sealant around the windows above this section is deficient. Vegetative growth was located on the membrane of this section.
5 Recommendations Roof 6- This Fully Adhered EPDM roof has good slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failure was noted in the seams of the roofing membrane. Deteriorated corner flashings were located on this section along with areas where the flashings are failing. Evidence of minor ponding was noted on this section. A drain strainer was missing from one of the roof drains. The wrong fasteners were utilized on this section. Damage was noted to the ductwork that is located on the rooftop. Slip sheets are missing from under the supports for the rooftop equipment. Vegetative growth was located on the membrane of this section as well as a lot of debris. Several past repairs were locate to the membrane were located on this section. An open conduit pipe was also located on this section. Roof 7- This Fully Adhered EPDM roof has good slope, good drainage and issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failing flashings were noted on this section along with missing patches in the roofing system. Minor ponding was noted on this section. Evidence of improper repairs was noted on this roof section as well. The flashing along the edge metal is deteriorating. Roof 8- This Fully Adhered EPDM roof has good slope, average drainage and issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. One of the strainers on a roof drain is broken. Open seams were located along the perimeter edge. Deteriorated flashings were located on this section. Debris was located on the debris which impedes drainage and/or damages the membrane. Evidence of minor ponding was also noted on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 9- This Ballasted Reinforced EPDM roof has good slope, good drainage and minor issues were reported on it. Debris was located around the roof drains which will impede proper drainage. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 10- This Ballasted EPDM roof has average slope, average drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was located on the roof section which will impede drainage and/or damage to the membrane. The termination bar was found to be loose in an area on this roof section. Counter-flashing is recommended above the termination bar of the roofing membrane. Openings were located in the joints of the rooftop unit. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 11- This Thermoplastic roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Multiple openings were located in the laps of the membrane throughout this roof section. Loose wall flashings were located along the perimeter edge. Debris was located on this section which will impede proper drainage and/or damage the membrane. Poor installation workmanship is evident on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies.
6 Recommendations Roof 12- This Ballasted EPDM roof has average slope, average drainage and issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Openings were noted in the seams of the wall flashings. Debris was located on the roof section which will impede drainage and/or damage to the membrane. Areas were noted where the corner flashing is deteriorated. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 13- This Ballasted Reinforced EPDM roof has average slope, average drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Counterflashing is recommended over the termination bar of the roofing system. Debris was located on the roof section which will impede drainage and/or damage to the membrane. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 14- This Ballasted EPDM roof has good slope, good drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was located on the roof section which will impede drainage and/or damage to the membrane. Deficiencies were located in the corner flashings on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 15- This Fully Adhered EPDM roof has good slope, good drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Openings were noted in the seams of the membrane. Debris was located on the roof section which will impede drainage and/or damage to the membrane. Areas were noted where the membrane is un-adhered. Roof 16- This Thermoplastic roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Voids were located in the corners of the roof section. Counter-flashing is recommended over the termination bar of the roofing section. Multiple burn marks were located along the field laps. Debris was located on this section which will impede proper drainage and/or damage the membrane. Poor installation workmanship is evident on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 17- This Thermoplastic roof has good slope, good drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Multiple voids were located in the laps of the membrane throughout this roof section. Missing components to the roofing system were noted such at blow-out patches and T-patches. Splice plates were not noted under the seams of the metal coping cap around the perimeter of this section. Debris was located on this section which will impede proper drainage and/or damage the membrane. Poor installation workmanship is evident on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies.
7 Recommendations Roof 18- This Thermoplastic roof has average slope, poor drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Areas were noted where t-patches are missing and voids were located around several of the t-patches that were installed. The wall flashing is un-adhered in an area on this roof section. Splice plates were not noted under the seams of the metal coping cap around the perimeter of this section. Poor installation workmanship is evident on this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 19- This Thermoplastic roof has average slope, poor drainage and issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was located on this section which will impede proper drainage and/or damage the membrane. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 20-This Fully Adhered EPDM roof has good slope, good drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failing seams and patches were commonly reported throughout this roof section. Loose edge metal was located along the perimeter edge and missing drain strainers were noted as well. Slip sheets are missing under the blocking for the pipe that crosses this roof section. A hole was additionally located in the field membrane on this section. Roof 21-This Fully Adhered EPDM roof has average slope, average drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failing seams and existing patches were commonly reported throughout this roof section. Loose skirt metal was located around a rooftop unit. A drain strainer is missing from one of the roof drains. The curb flashing on one of the rooftop HVAC units not bonded to the curb. Wet areas are indicated on this roof section from an infrared scan performed by others. Roof 22- This Fully Adhered EPDM roof has excellent slope, good drainage however, several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Failing seams and existing patches were commonly reported throughout this roof section. The straps on the gutter system are improperly installed. Slip sheets are missing from under the supports for a gas line that crosses this roof section. Roof 23-This Ballasted Reinforced EPDM roof has average slope, average drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Damage was reported to the top of a rooftop HVAC unit. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. Wrinkles were located in the wall flashing and counter-flashing is recommended above the roofing termination bar. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies.
8 Recommendations Roof 24-This Ballasted Reinforced EPDM roof has average slope, average drainage and few issues were reported with the roofing system. Repair items should be addressed to utilize the remaining life span of the system. The roof is not properly terminated to the masonry wall. Counter-flashing is recommended above the roofing termination bar. Several spalling brick were located in the masonry wall above this roof section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 25-This Ballasted Reinforced EPDM roof has average slope, good drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was located on the roof section which will impede proper drainage and/or damage the roof. Displaced ballast was noted on the section as well as evidence of numerous previous repairs to the membrane. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 26-This Ballasted Reinforced EPDM roof has average slope, average drainage and deficiencies were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Voids were located in the membrane seams. The seam tape was not properly installed. A tear was located in the wall flashing. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 27-This Ballasted EPDM roof has good slope, good drainage and multiple deficiencies were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Major bridging was reported along the perimeter edged. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. A puncture was located in the membrane in a rooftop unit s corner flashing. The joint the metal coping cap exceed the maximum width of ½. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 28-This Ballasted EPDM roof has average slope, poor drainage and issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Bridging of the EPDM was noted along the perimeter edges. The roof drains are installed too high leading to ponding of water. The wall flashing is not adhered along a section of the perimeter wall. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 29-This Ballasted Reinforced EPDM roof has good slope, good drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. Loose coping metal was located on this section and the wrong fasteners were used to secure the metal. Vacant holes were located in the coping metal. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies.
9 Recommendations Roof 30-This Ballasted Reinforced EPDM roof has average slope, good drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. The fasteners in the concrete wall were left unsealed. Loose termination bar was located on this roof section and numerous previous repairs were noted to the roofing membrane. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 31-This Ballasted Reinforced EPDM roof has average slope, good drainage and few issues were reported on it. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 32-This Ballasted EPDM roof has below average slope, poor drainage and few issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. Fasteners are missing in the counter-flashing. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 33-This Thermoplastic roof has good slope, good drainage and several issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. A void was located in the lap of the membrane. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. A puncture was located in the field membrane. Un-adhered wall flashing were noted along the masonry wall. Improper material was utilized to facilitate repairs in one of the inside corners and evidence of minor ponding was reported on this section. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies. Roof 34-This Ballasted EPDM roof has below average slope; average drainage and minor issues were reported on it. Repair items should be addressed to utilize the remaining life span of the system. Debris was noted on the roof sections which will impede proper drainage and/or damage the roof. We recommend implementing a preventive maintenance program to repair and monitor these deficiencies.
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44 MOISTURE MANAGEMENT Saving Roofs, Saving Money.
Lithia Dodge East 5500 L St. Omaha, NE
Lithia Dodge East 5500 L St. Omaha, NE Perimeter Photos Failed Joints at North Rear Wall Control Joints Look Good Inadequate Downspout Elbows Erosion Along Wall Minor Efflorescence Roof Section Photos
More informationDESIGN GUIDELINE FLUID-APPLIED WATERPROOFING
DESIGN GUIDELINE FLUID-APPLIED WATERPROOFING (TO RESTORE EPDM MEMBRANES) PART 1 GENERAL 1.01 DESCRIPTION A. The scope of this design guideline is to describe the installation of the ALDOCOAT Silicone reflective
More informationColphene BSW Training and Application Guide. Colphene BSW Waterproofing Membrane. 1. Prepare substrate
Colphene BSW Training and Application Guide Colphene BSW Waterproofing Membrane. 1. Prepare substrate Substrate must be structurally sound. Surface must be free of voids, spalled areas, loose aggregate,
More informationROOF SUBSTRATE PREP MANUAL
ROOF SUBSTRATE PREP MANUAL ALDOCOAT Liquid Applied Roof Restoration Systems AFTER BEFORE JULY 2016 1604 N. Main St. Kannapolis, NC 28081 (800) 474-6019 www.aldoproducts.com ROOF SUBSTRATE PREPARATION Preparation
More informationSCOPE OF WORK PROJECT IDENTIFICATION
PROJECT IDENTIFICATION SCOPE OF WORK PROJECT NAME: Wickenburg High School PROJECT: Gym Roof 1 SITE ADDRESS: 1090 S. Vulture Mine Rd. Wickenburg AZ 85390 City State ZIP Code SCOPE OF WORK SUMMARY: 1. Extend
More informationGAF Scheduled Maintenance Checklist
GAF Scheduled Maintenance Checklist (COMGN119) Updated: 10/15 gaf.com Help Prevent Roofing Problems Before They Happen Comprehensive Manual With The Information You Need To Help Maintain Your New Roof.
More information1 Firestone EPDM Roofing Systems
1 Firestone 1. Firestone EPDM Systems To ensure a long-lasting, trouble-free roof today, it is not sufficient to manufacture high quality roofing membranes. Experience learned that roofing membranes need
More informationRoof Replacement. Notes: T-1 (Title Sheet) Roof Key Plan Russell House Student Union 1400 Greene Street Columbia, South Carolina 29208
Notes: Drawing Index T-1 Title R-1 Roof Plan - Existing Conditions R-2 Roof Plan - New D-1 Roof Details D-2 Roof Details D-3 Roof Details M-1 Mechanical - Roof Plan M-2 Mechanical - Details Roof Key Plan
More information1. Decks, balconies, and sun porches 2. Walkways, ramps, and stairways 3. Patios and courtyards
SECTION 07185 TRAFFIC MEMBRANE PART 1 GENERAL 1.1 SECTION INCLUDES A. Traffic membrane, consisting of welded seam PVC waterproofing, over f following surfaces: 1. Decks, balconies, and sun porches 2. Walkways,
More informationNCMA TEK TEK 19-5A FLASHING DETAILS FOR CONCRETE MASONRY WALLS
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology FLASHING DETAILS FOR CONCRETE MASONRY WALLS TEK 19-5A Water Penetration Resistance
More informationMargaret Batts Tobin Laboratory
Roof Evaluation of Margaret Batts Tobin Laboratory The University of Texas At San Antonio Performed for UTSA Zero/Six Consulting, LLC 8423 Stewart Road Galveston, Texas 77554 409 740 0090 voice Table of
More informationSenergy Platinum CI Stucco Typical details for an impact resistant cement plaster stucco system featuring Neopor GPS Plus Rigid Insulation Board
Senergy Platinum CI Stucco Typical details for an impact resistant cement plaster stucco system featuring Neopor GPS Plus Rigid Insulation Board NOTES Senergy Platinum CI Stucco Typical details for an
More informationE. Section Polymer Modified Cement Waterproofing. K. Section Sub drainage: Foundation perimeter drainage.
DELTA -DRAIN Section 07 10 00 Dampproofing and Waterproofing PART 1 GENERAL 1.1 SECTION INCLUDES A. Below grade drainage sheets. B. Plaza deck and planter drainage sheets. 1.2 RELATED SECTIONS A. Section
More informationGood roofing practice has
Good roofing practice has always been to tear off an existing roof to the deck and replace it with new material, but that is beginning to change. The time has come in which tearing off an older roof may
More informationDIVISION 04 MASONRY CAST STONE. A. Design Considerations. 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone.
DIVISION 04 MASONRY 04720 CAST STONE A. Design Considerations 1. Cast stone shall comply with ASTM C1364, Standard Specification for Cast Stone. 2. Care must be taken in the design of individual units
More informationSECTION THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 075423 - THERMOPLASTIC POLYOLEFIN (TPO) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including Division 00 Bidding Requirements and other Division
More informationRoofKit Roofing Membrane Products:
RoofKit Roofing Membrane Products: Notice StaFast Building Products ("StaFast" or "Seller") disclaims all express warranties in connection with and related in any way to its RoofKit products including
More informationSLAB ON GRADE Insul-Joint or Expansion Joint Material as Required by A/E Specifications AquaCheck Liquid Coating 400 (Waterproofing Membrane) with Aqu
INSTALLATION INSTRUCTIONS Note: The following installation instructions are based off of ASTM E 1643 (Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular
More informationROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION
ROOFING CONTRACTORS GENERAL TRADE KNOWLEDGE EXAMINATION CONTENT INFORMATION Revised September 14 The General Trade Knowledge portion of the examination is administered daily in Computer Based Testing (CBT)
More informationCommercial Roof Cover Maintenance and Repair Risk Engineering Your Business Insurance Specialists
Commercial Roof Cover Maintenance and Repair Risk Engineering Your Business Insurance Specialists With information provided by the Insurance Institute for Business & Home Safety Protection from the top
More informationEncapsulated, Sealed & Closed Crawlspace Installation Manual
YourCrawlSpace, Inc. 1007 Johnni4 Dodds Blvd. Mt. Pleasant, SC 29464 Toll Free: 877-44-CRAWL (27295) Local: (843) 593-1115 Encapsulated, Sealed & Closed Crawlspace Installation Manual Copyright 2017 Your
More informationSECTION ALPHAGUARD RESTORATION 20 YEAR WARRANTY SYSTEM. f. Conditions and Division 01 Specification Sections, apply to this Section.
SECTION 07015 ALPHAGUARD RESTORATION 20 YEAR WARRANTY SYSTEM PART I.1 GENERAL A. RELATED DOCUMENTS 1. The attached are components of this section: a. General Conditions b. Supplemental Conditions c. Statement
More informationFirestone RubberGard The EPDM reference
Firestone RubberGard The EPDM reference EPDM Roofing Systems 1 1.000.000.000 m 2 of proven performance The Firestone heritage of success and quality is extended to the construction industry through the
More informationMAKE ROOFS LAST LONGER
MAKE ROOFS LAST LONGER Roof Coatings & Roof Repair Single-Ply Metal Asphalt HIGHEST PERFORMING SYSTEMS. LOWEST APPLIED COST. METAL ROOF RESTORATION Metal Restoration Quick Guide Acrylic Polyurethane High
More informationBuilding Envelope Systems Exam Learning Objectives
Building Envelope Systems Exam Learning Objectives Roofing Nomenclature 1. Define the following roofing terms: low, flat, sloped, conventional, protected/inverted, hybrid, BUR, modified bitumen, PVC, TPO,
More informationITEM 458 WATERPROOFING FOR STRUCTURES
ITEM 458 WATERPROOFING FOR STRUCTURES 458.1. Description. This Item shall govern for the furnishing and placing of waterproofing on concrete and steel bridge decks of railroad structures and on other structures
More informationMULE-HIDE PRODUCTS CO., INC. MULE-HIDE SELF-ADHERING TPO ROOFING SYSTEM
MULE-HIDE PRODUCTS CO., INC. MULE-HIDE SELF-ADHERING TPO ROOFING SYSTEM 07500/MUL PART 1 - GENERAL 1.01 Description A. Scope: 1. Thermoplastic Self Adhering Single Ply Roofing 2. Insulation B. Related
More informationOutline NBS Specification. Protec System to PVC Single Ply (Waterproofing Only)
Outline NBS Specification Protec System to PVC Single Ply (Waterproofing Only) This document is a guide to assist in the production of tender documents only and is not project specific. A site survey is
More informationRubber Roofing Pocket Application Guide
Rubber Roofing Pocket Application Guide Table of Contents Page 2.......................... General Information Page 2........................ Cautions and Warnings Page 3.......................... Recommended
More informationROOF REPORT 3130 TCHULAHOMA
ROOF REPORT 3130 TCHULAHOMA MEMPHIS, TENNESSEE BUILDING OWNER: Memphis Shelby County Airport Authority BUILDING MANAGER: MSCAA SURVEY DATE: 6/12/17 BUILDING CONSTRUCTION COMPLETED: 1985 ROOF AREA (SF):
More informationGenFlex EZ TPO Peel & Stick SA (HW) APPLICATION GUIDE
GenFlex EZ TPO Peel & Stick SA (HW) APPLICATION GUIDE I. MEMBRANE APPLICATION... 2 A. MEMBRANE... 2 II. MEMBRANE ATTACHMENT... 2 III. SEAMING... 3 A. SEAMING FOR GENFLEX EZ TPO PEEL & STICK SA (HW)...
More informationCITY OF RICHMOND PINE CAMP COMMUNITY CENTER ROOF REPLACEMENT PROJECT RCS PROJECT NO
SECTION 01010 - SCOPE OF WORK PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. General provisions of Contract, General Conditions and Technical Specification Sections, apply to this Section. 1.02 PROJECT DESCRIPTION
More informationDURA 500 THERMOPLASTIC FLAT ROOF COATING SYSTEM BY SUPERIOR POLYMERS INC.
SPECIFICATION GUIDELINE FOR SMOOTH ROOF SUBSTRATES INCLUDING MODIFIED BITUMEN, SMOOTH ASPHALT, EPDM, TPO, AND PLYWOOD. Part 1 General Information For the purpose of clarification in this document, the
More informationSECTION MANUFACTURED ROOF EXPANSION JOINTS
SECTION 07 71 29 - MANUFACTURED ROOF EXPANSION JOINTS PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division
More informationDUKE UNIVERSITY CONSTRUCTION STANDARDS
1 07 40 00 Roofing 1. General Several factors repeatedly show up during the inspection of roofs that have failed prematurely. They include inappropriate use of materials, poor drainage systems, poor details
More informationChapter 2 Understanding The Problem
Chapter 2 Understanding The Problem What Causes Most Of The Problems With Stucco? EIFS was originally intended to seal and insulate the exterior of the home from the elements. Problems occur when poorly
More informationTrims for flat roofing. GRP Trims for flat roofing
Trims for flat roofing GRP Trims for flat roofing SUITABLE FOR BOTH NEW BUILD AND REFURBISHMENT PROJECTS ROOFLOCK GRP Trims for flat roofing Maintenance free and easy to install Lightweight, with superior
More informationPLATON FOUNDATION WRAP
DRAINAGE SOLUTIONS SINCE 1908 PLATON FOUNDATION WRAP RUGGED, DIMPLED HIGH-DENSITY POLYETHYLENE (HDPE) MEMBRANE THAT KEEPS FOUNDATIONS DRY ADVANCED TECHNOLOGY EASY INSTALLATION PROVEN PERFORMANCE ARMTEC.COM
More informationSystem Specifications
100% Silicone Roof Coating System for Existing, Aged, Smooth and Granulated Modified Bitumen Membrane Systems TABLE OF CONTENTS PART 1 GENERAL Page 1.1 Scope of Work... 1 1.2 Related Sections... 1 1.3
More informationFIRESTONE ULTRAPLY TPO SA APPLICATION GUIDE
FIRESTONE ULTRAPLY TPO SA APPLICATION GUIDE I. MEMBRANE APPLICATION... 2 A. MEMBRANE... 2 II. MEMBRANE ATTACHMENT... 2 III. SEAMING... 3 A. SEAMING FOR FIRESTONE ULTRAPLY TPO SA... 3 B. T-JOINT AREAS...
More informationA. Source Limitations: Obtain each type of building insulation through one source.
SECTION 07210 - BUILDING INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification
More informationTech Solutions WEATHERMATE Straight Flashing. Commercial Installation Guide
Tech Solutions 536.0 WEATHERMATE Straight Flashing Commercial Installation Guide Table of Contents Product Overview.................................................................................3 Benefits
More informationSECTION PATHWAYS FOR COMMUNICATIONS SYSTEMS
SECTION 270528 PATHWAYS FOR COMMUNICATIONS SYSTEMS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Communications equipment coordination and installation. 2. Sleeves for pathways and cables. 3. Raceway
More information1. Rubberized asphalt waterproofing membrane, reinforced. 2. Molded sheet drainage panels. 3. Insulation. 4. Plaza deck pavers.
SECTION 071413 HOT FLUID APPLIED RUBBERIZED ASPHALT WATERPROOFING PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Rubberized asphalt waterproofing membrane, reinforced. 2. Molded sheet drainage panels.
More informationSECTION MODIFIED BITUMINOUS SHEET WATERPROOFING
SECTION 07 13 52 MODIFIED BITUMINOUS SHEET WATERPROOFING SPEC WRITER NOTE: Delete text between // // not applicable to project. Edit remaining text to suit project. PART 1 - GENERAL 1.1 SUMMARY A. Section
More informationSenershield -R / Senershield -VB
Senershield -R / Senershield -VB Air / Water-Resistive Barrier Typical Details 1. Termination at Grade - Sheathing Overlapping Foundation 2. Termination at Grade - Sheathing Overlapping Foundation with
More informationSTUCCO FAILURES and REMEDIATION Roger G. Morse AIA
STUCCO FAILURES and REMEDIATION Roger G. Morse AIA Morse Zehnter Associates Rensselaer Technology Park 165 Jordan Road Troy, NY 12180 rgmorse@mzaconsulting.com Florida Environment Hot Humid High ground
More informationSECTION mil thickness COLD FLUID-APPLIED WATERPROOFING
SECTION 07 14 16 CCW-MIRASEAL @ 120 mil thickness COLD FLUID-APPLIED WATERPROOFING PART 1 - GENERAL 1.1 SECTION INCLUDES: Installation of waterproofing membrane on surfaces indicated on drawings, consisting
More informationSECTION PREPARATION FOR RE-ROOFING
SECTION 07 01 50.19 PREPARATION FOR RE-ROOFING SPEC WRITER NOTES: 1. Delete text between // // not applicable to project. Edit remaining text to suit project. 2. Edit Summary article below after establishing
More informationLAKEWOOD HIGH SCHOOL RECOAT/REROOF PROJECT 100% OWNER REVIEW
SECTION 07106-1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to
More informationNBS SECTION J42 - SCOPE OF WORKS
NBS SECTION J42 - SCOPE OF WORKS Section J42 deals with the installation of the Bauder Single Ply System, comprising single layer coverings of polymeric sheets, including vapour control layers and insulation
More informationINSPECTION TYPE EIFS system, Visual, Tramex & Delmhorst probe moisture readings
FINEGAN INSPECTION SERVICES, INC. 27 Laurelwood Drive Milford Ohio, 45150 513 683-0733 RESIDENCE LOCATION INSPECTION TYPE EIFS system, Visual, Tramex & Delmhorst probe moisture readings OVERVIEW The report
More information2016 Capital Improvement Project REHABILITATION OF METAL ROOFING SECTION REHABILITATION OF METAL ROOFING PART 1 - GENERAL
13414.01 REHABILITATION OF METAL ROOFING 070151-1 SECTION 070151 REHABILITATION OF METAL ROOFING 1.1 RELATED DOCUMENTS PART 1 - GENERAL A. Drawings and general provisions of the Contract, including General
More informationCONDUITS AND FITTINGS
CONDUIT AND FITTINGS Rigid Steel Conduit 3801 Rigid PVC Conduit 3803 HDPE Conduit 3803 Flexible Non Metallic Liquid Tight Conduit Type LFNC-B 3804 PVC Coated Urethane Lined Galvanized Rigid Steel Conduit
More informationA. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section.
SECTION 070150.76 REHABILITATION OF SINGLE PLY MEMBRANES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply
More informationRUBBERGARD EPDM SA APPLICATION GUIDE
RUBBERGARD EPDM SA APPLICATION GUIDE I. MEMBRANE APPLICATION... 2 A. MEMBRANE... 2 II. MEMBRANE ATTACHMENT... 2 A. MEMBRANE PREPARATION... 2 B. MEMBRANE APPLICATION... 2 III. SEAMING... 3 VI. MEMBRANE
More information1.2 DEFINITIONS, REFERENCES, AND OVERALL STANDARDS Follow 07500
07721 ROOF ASSEMBLY SUPPORTS FOR ROOFTOP EQUIPMENT ****************************************** SPECIFIER: All roof-related items above or outside the structural roof deck, including such work as blocking,
More informationDURO-SHIELD ROOF COATING CARE GUIDE TABLE OF CONTENTS
TABLE OF CONTENTS Overview 2 General 3 4 Inspections and Repairs 5 Semi-Annual Inspections 5 Minor Repairs 5 Emergency Repairs 5 www.duro-last.com 1 of 5 OVERVIEW Due to its constant exposure to heat,
More informationNOTES FROM THE FIELD FLAT ROOFS AND MASONRY IN NEW YORK PETER MARCIANO
NOTES FROM THE FIELD FLAT ROOFS AND MASONRY IN NEW YORK PETER MARCIANO Maxwell C. Baker: Roofs : Design Application and Maintenance IT S ALL IN THE DETAILS and everything is connected COMPONENTS AND THEIR
More informationFacility Assessment Report, Montgomery Independent School District
NATATORIUM CAMPUS DATA NATATORIUM 22628 Hwy 105 West, Montgomery TX 77356 Year Built 2009 Approx. Total Square Footage Grades Served 30,420 n/a Current Enrollment n/a Building Levels 1 1 MASTER PLAN 2
More informationQuality Inspection 8618 London Heights San Antonio, TX Phone: (210)
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
More informationMAttheW novesky, ra. Wiss, JaNNey, elstner associates, inc.
the last few feet: ParaPEt design, issues, and repair LogAn CooK MAttheW novesky, ra Wiss, JaNNey, elstner associates, inc. 10 South LaSalle, Suite 2600, Chicago, IL 60603 Phone: 312-372-0555 Fax: 312-372-0873
More informationApplication Instructions for Dryvit Backstop NT For Use Beneath Claddings Other Than Dryvit EIFS
Application Instructions for Dryvit Backstop NT For Use Beneath Claddings Other Than Dryvit EIFS CHECKLIST PRIOR TO THE INSTALLATION OF BACKSTOP NT - SMOOTH AND TEXTURE Project Conditions Maximum storage
More informationGeneral. Moisture. Secondary Water-Resistive Barrier. Storage. Gaps & Sealants. Stud Spacing. Flashing, Windows, Doors & Openings
application instructions STRAND SUBSTRATE 38, 76 AND 190 SERIES PRIMED PANEL SIDING INCLUDING SILVERTECH & SMARTFINISH General At the time of manufacture, siding meets or exceeds the performance standards
More informationDifferences between EnCon Insulated Precast and EIFS
Differences between EnCon Cover Differences between EnCon EnCon produces a number of different insulated precast concrete products. They range from Insulated Wall panels, Styrocore Insulated Wall Panels,
More informationSenturion TM III Wall System
Senturion TM III Wall System TYPICAL DETAILS 1017666 1. Senturion III Wall System Application (Plan VIew) 2. Senturion III Wall System Application (Isometric View) 3. Aesthetic Groove (Plan VIew) 4. Insulation
More informationHIDDEN HOLES IN WOOD FRAMED BALCONY WATERPROOFING
HIDDEN HOLES IN WOOD FRAMED BALCONY WATERPROOFING ROCCO ROMERO, RA WISS, JANNEY, ELSTNER ASSOCIATES, INC. 960 South Harney St., Seattle, Washington 98108 Phone: 206-622-1441 Fax: 206-622-0701 E-mail: rromero@wje.com
More informationCITY OF RICHMOND PINE CAMP COMMUNITY CENTER ROOF REPLACEMENT PROJECT RCS PROJECT NO
SECTION 07220 - ROOF INSULATION PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: The Roofing Contractor will provide all polyisocyanurate insulation and high density wood fiber roof insulation (tapered
More informationDetailing guide for senior living facilities
Detailing guide for senior living facilities Creating an integrated system with Altro flooring and wall cladding is an ideal solution for areas in which hygiene and water resistance are a top concern.
More informationSECTION CO-POLYMER ELASTOMERIC COOL-ROOF COATING
SECTION 076000 - CO-POLYMER ELASTOMERIC COOL- PART 1 - GENERAL 1.1 SUMMARY OF WORK A. Contractor is to supply the necessary labor, materials, and equipment to coat existing roof system (approximately 390
More informationCHAPTER 11 CONDUITS AND FITTINGS
CONDUITS AND FITTINGS CHAPTER 11 CONDUITS AND FITTINGS The standards and requirements for conduits and fittings used for traffic control signal and lighting systems are presented in this chapter. 11.1
More informationGE SCM3500 High Solids Silicone Roof Coating
GE SCM3500 High Solids Silicone Roof Coating Installation Guide Specification For GRANULATED or SMOOTH MODIFIED BITUMEN / BUR (20 Year Warranty) Warranty PART 1 GENERAL 1.01 SUMMARY A. This specification
More informationACADEMIC SUCCESS CENTER THE COLLEGE AT BROCKPORT STATE UNIVERSITY OF NEW YORK PROJECT NO
SECTION 07 53 23 - ETHYLENE-PROPYLENE-DIENE-MONOMER (EPDM) ROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions ofthe Contract, including General and Supplementary Conditions
More informationFACADES - ACM BASE AT OVERHANG (WITH BASE FLASHING) INDEX SHEET
KPH-DS-01-MTLV KPH-PJ-01-MTLV KPH-PJ-02-MTLV KPH-PJ-03-MTLV KPH-PJ-04-MTLV KPH-PJ-05-MTLV KPH-BS-01-MTLV KPH-BS-02-MTLV KPH-BS-03-MTLV KPH-BS-04-MTLV KPH-OC-01-MTLV KPH-IC-01-MTLV KPH-SF-01-MTLV KPH-SF-02-MTLV
More informationRockland Library Assessment Executive Summary
Rockland Library Assessment Executive Summary performed for City of Rockland, Maine 270 Pleasant Street Rockland, ME 04841 February 2, 2016 Civil & Structural Engineering 132 Brentwood Street Portland,
More informationFIRESTONE RUBBERGARD. EPDM: The roofing membrane for the 21 ST CENTURY.
FIRESTONE RUBBERGARD EPDM: The roofing membrane for the 21 ST CENTURY. Even more important than the documented twenty plus years of service is the fact that Firestone RubberGard EPDM is backed by a company
More informationSECTION COLD APPLIED RUBBER MODIFIED ASPHALT WATERPROOFING
P.O. Box 599 - Mars, PA 16046 800-321-3337 SECTION 07555 COLD APPLIED RUBBER MODIFIED ASPHALT WATERPROOFING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including
More informationUL Listing: EPDM Roofing Systems
Commercial/Industrial Roofing Systems UL Listing: EPDM Roofing Systems SINGLE PLY MEMBRANE ROOFING SYSTEMS In the fully adhered and mechanically fastened systems described below, the ".045 EPDM" membrane
More informationARCHITECTURAL SPECIFICATIONS LOOSE LAID & BALLAST SYSTEM
57460 Dewitt Street Elkhart, Indiana 46517-1078 Phone (574) 293-9096 Fax (574) 294-3450 800-628-2957 Web site: www.roofingproductsint.com ARCHITECTURAL SPECIFICATIONS LOOSE LAID & BALLAST SYSTEM B1.00
More informationLP SmartSide Perfection Shingle
Application Instructions Fiber Substrate Lap Siding A A - Lap Siding ON SITE STORAGE Store off the ground well supported, on a flat well-drained surface. (Diagram 1a) Additional support may be required
More informationGeneral Applications Before applying, mix the pre-measured catalyst* into Liquid Roof by following label directions.
General Applications Before applying, mix the pre-measured catalyst* into Liquid Roof by following label directions. Surface Preparation: Surface to be coated should be clean, dry and structurally sound.
More informationPerimeter Relief and Control Joints in Fire-Rated Gypsum Board
Perimeter Relief and Control Joints in Fire-Rated Gypsum Board In multi-family residential construction, involving fire-rated assemblies stress relief in the firerated assemblies is important, but often
More informationARCHITECTURAL GUIDE SPECIFICATION REROOFING OVER EXISTING BUR C-EPDM SYSTEM 2001 FOR STEEL AND WOOD DECKS
ARCHITECTURAL GUIDE SPECIFICATION REROOFING OVER EXISTING BUR C-EPDM SYSTEM 2001 FOR STEEL AND WOOD DECKS RESTRICTIONS - This specification is not applicable for 1) roof slopes in excess of one (1) inch
More informationSECTION CLAY BARREL TILE ROOFING. A. American Society for Testing and Materials (ASTM):
SECTION 07320 CLAY BARREL TILE ROOFING PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 02072 - Removals. 2. 07600 - Flashing and Sheet Metal. 1.02 REFERENCES A. American Society for Testing and Materials
More informationWhen I started tiling, we didn t do our own shower pans that BATHS
BATHS Preventing Leaks in Tiled Showers Detail the pan properly before any tile is installed BY TOM MEEHAN Photos by Roe Osborn When I started tiling, we didn t do our own shower pans that job fell to
More informationWater Penetration Resistance - Design and Detailing
Technical Notes on Brick Construction 7 114 Commerce Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 Water Penetration Resistance - Design and Detailing Abstract: Proper design, detailing
More informationFor 17 years, IRSI has been providing the CAT 5 Roof Design with Guaranteed Hurricane Protection
For 17 years, IRSI has been providing the CAT 5 Roof Design with Guaranteed Hurricane Protection What is the single most destructive force that causes damage to roofing systems? 85% The water uplift is
More informationFireShield System Specifications Mineral Surface Cap, Mop Granule and Torch Granule APP Cap Sheets
FireShield System Specifications Mineral Surface Cap, Mop Granule and Torch Granule APP Cap Sheets Updated: 1/11 Quality You Can Trust From North America s Largest Roofing Manufacturer! www.gaf.com FireShield
More informationINSTALLATION INSTRUCTIONS for MP-RC1 TWO PIECE CONSTRUCTION TO BE INSTALLED ON COMPLETED ROOF DECK
INSTALLATION INSTRUCTIONS for MP-RC1 TWO PIECE CONSTRUCTION TO BE INSTALLED ON COMPLETED ROOF DECK A. 1. Using curb ribs as a guide, layout and mark roof openings on completed roof deck as outside curb
More informationGuideline Specification ACRYMAX ARS-1-C Reinforced Composite Elastomeric Membrane System for Concrete Roofs Fluid-Applied Roofing
221 Brooke Street Media, PA 19063 610-566-7470 Fax 610-891-0834 Website www.acrymax.com e-mail info@acrymax.com This document is intended to provide guidelines for the proper specification and application
More informationTower Site Inspection Procedures
Engineering, Manufacturing, Construction & Erection Specializing in Radio & TV Communication Towers 6037 S. Industrial Rd. 918-789-9020 Office 918-789-9922 Fax www.belltowercorp.com bob@belltowercorp.com
More informationSikaProof Bentonite Plastic DPM overlap - Compacted Backfill Scale 1:5. Detail no: SB01 - Nov 2013
100 100 1.1 Metre wide piece of fully bonded to cast concrete 300 SikaSwell P Profile 2010H Compacted backfill Plastic DPM Min. 300mm overlap with Bentonite Paste in the lap 300 300 Plastic DPM overlap
More informationLIQUID RUBBER INDUSTRIES ENGINEERING SPECIFICATIONS FOR ENGINEERS AND ARCHITECTS. Diagram 1: Standard Membrane Continuation 150 mm Overlap
LIQUID RUBBER INDUSTRIES ENGINEERING SPECIFICATIONS FOR ENGINEERS AND ARCHITECTS Diagram 1: Standard Membrane Continuation 150 mm Overlap Ensure Membrane to Membrane Contact Diagram 2: Membrane Continuation
More informationFLAT ROOF REPAIR CUT COST WITHOUT CUTTING CORNERS
FLAT ROOF REPAIR CUT COST WITHOUT CUTTING CORNERS 1 Table of Contents Chapter 1: FLAT ROOF REPAIR - CUT COST WITHOUT CUTTING CORNERS. 3 Chapter 2: PVC RECOVER SYSTEM HOW IT WORKS..9 Chapter 3: 8 STRATEGIES
More informationTensile ASTM D1970 MD = 939 psi / CD = 1252 psi Self Sealability / water penetration resistance around nails. ASTM D1970 Section 7.
TECHNICAL DATA SHEET Protecto Universal Primer Free Membrane Self-adhered Flashing / Air Barrier / Vapor Retarder Thru-Wall Flashing / Below Grade Waterproofing Membrane with Super Stick technology TECHNICAL
More informationTOPCOAT Restoration Specifications Fiberglass & MB Granulated Cap Sheets
TOPCOAT Restoration Specifications Fiberglass & MB Granulated Cap Sheets Updated: 1/11 Quality You Can Trust From North America s Largest Roofing Manufacturer! www.gaf.com TOPCOAT Restoration Specifications
More informationINSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO
Joist and Underfloor Combo Page 1 of 7 Revision Date: 10/02/2017 DEVELOPMENT SERVICES BUILDING INSPECTION INSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO INSPECTION CODE: 212, 213 SCOPE: RESIDENTIAL
More informationTUFF-TAC TM BRIDGE MEMBRANE INSTALLATION GUIDE
5 pages TUFF-TAC TM BRIDGE MEMBRANE INSTALLATION GUIDE The following will describe the proper procedure to use when installing Tuff-Tac TM bridge deck membrane. The guide will cover recommended tools to
More informationTile on Existing. Viewpoint
Viewpoint Tile on Existing Exterior Reinforced Concrete BalconieS By Steven C. Turner Exterior reinforced concrete balconies are often covered by tile set in mortar beds with grouted joints. These installations
More informationSarnavap 1000E is an unsupported vapour control layer based on PE-LD (Low Density Polyethylen).
Roofing Roofing Product Data Sheet Edition 06.2013 Version no. DE 01 English Vapour control layer Product Description Uses Characteristics / Advantages Tests is an unsupported vapour control layer based
More information