Florida Roofing Magazine - April 2023

Florida

April 2023

ROOFING A Publication of FRSA – Florida’s Association of Roofing Professionals

Contents

FRSA-Florida Roofing Magazine Contacts: For advertising inquiries, contact: Lisa Pate at: lisapate@floridaroof.com (800) 767-3772 ext. 157

9 | Roofing Day in Tallahassee

All feedback and reprint permission requests (please include your full name, city and state) contact: Lisa Pate, Editor, at: lisapate@floridaroof.com (800) 767-3772 ext. 157 Florida Roofing Magazine, PO Box 4850 Winter Park, FL 32793-4850

14 | Introducing the 7th Edition FRSA-TRI Tile Manual 18 | Tile Underlayment – Where We Are and How We Got Here

View media kit at: www.floridaroof.com/ florida-roofing-magazine/

26 | Concrete and Clay Roof Tile Adhesives 38 | The Importance of Creating a Culture of Safety

#FRSA #roofingprotects

On Mobile Devices

Florida

ROOFING Available Online at www.floridaroof.com/florida-roofing-magazine/

April 2023

Any material submitted for publication in Florida Roofing becomes the property of the publication. Statements of fact and opinion are the responsibility of the author(s) alone and do not imply an opinion or endorsement on the part of the officers or the membership of FRSA. No part of this publication may be reproduced or transmitted in any form or by any means, without permission from the publisher.

Florida Roofing (VOL. 8, NO. 4), April 2023, (ISSN 0191-4618) is published monthly by FRSA, 3855 N. Econlockhatchee Trl. Orlando, FL 32817. Periodicals Postage paid at Orlando, FL. POSTMASTER: Please send address corrections (form 3579) to Florida Roofing, PO Box 4850, Winter Park, FL 32793-4850.

www.floridaroof.com | FLORIDA ROOFING

3

FRSA GENERAL COUNSEL Trent Cotney, Partner, Adams and Reese LLP

Storage Costs: Another Inflated Price to Consider For the past few years, the construction industry has joined other industries and consumers in being challenged by supply chain issues and rising prices.

However, as those problems have begun to ease, there is a new inflation warning to consider.

Although many causes of supply chain inflation that led to higher prices have abated – such as transportation fuel and ocean freight costs – we are now seeing increased inventory due to lower consumer demand.

Those bloated supplies are putting pressure on warehouse services and increasing those rates.

Understanding the Issue

Costs for domestic trucking and international ocean and air transportation skyrocketed in recent years and in 2022 they began to level off. But as those costs became more reasonable, demand for warehousing, domestic delivery and labor grew. The capacity for warehouse facilities is relatively low and there seems little evidence that it will increase in the near future.

Some experts, including Federal Reserve Chair Jerome Powell, have indicated that “disinflation” has begun and prices of goods will start to fall. However, the prices of services may grow higher.

One example of such a service is storage and related labor. Some manufacturers have been forced to hold their goods on shipping chassis because distribution centers and warehouses are full. Usually, shippers can keep their products in a container for a given time, but then they are charged per day. Containers that remain on chassis for temporary storage prevent those chassis from moving other containers as new shipments come in. Also, shippers are charged for holding goods on chassis, in addition to the per-day container fee, as well as the eventual warehousing costs. All these fees can lead to huge charges, which will eventually be passed on to consumers.

How the Costs Will Impact Business

According to some estimates, storage pricing in the United States is up 1.4 percent month over month and up more than 10 percent year over year. For manufacturers with unbalanced inventories, warehousing costs, along with slowing consumer demand, could have a significant impact on company earnings.

Also, some inflation factors are still in play. For example, some costs are still rising due to production shortages and manufacturing disruptions in China.

In addition, many consumer prices may remain high as companies work to maintain their profit margins and meet contract terms they set long ago with their suppliers.

4

FLORIDA ROOFING | April 2023

Construction could take a substantial hit.

Supply chain inflation has already made it difficult for contractors to complete projects on time. Now, storage costs and fluctuating building demand could result in additional problems.

Advice for Companies

For businesses struggling to store their inventories, one solution is short-term warehousing supplied by grounding operations and third-party logistic firms. Such “pop-up” storage can offer interim remedies and an alternative to using shipment containers and chassis.

For contractors, staying in close contact with your vendors will be more critical than ever. Balancing the need for materials with when you will need them and how you can store them will be a massive undertaking but it will be critical to the health of your business.

When possible, find ways to keep the materials onsite or at your own facility so you will not be impacted by inflated prices. Remember to work with your suppliers, ask for their advice as needed and order materials with deliberate, thoughtful timing.

Take advantage of an FRSA member benefit and contact Trent at 813-227-5501 or email him at trent.cotney@arlaw.com.

FRM The information contained in this article is for general educational information only. This information does not constitute legal advice, is not intended to constitute legal advice, nor should it be relied upon as legal advice for your specific factual pattern or situation.

Trent Cotney is a partner and Construction Practice Group Leader at the law firm of Adams and Reese LLP and FRSA General Counsel.

Free Legal Helpline for FRSA Members

Adams and Reese LLP is a full-service law firm dedicated to serving the roofing industry. FRSA members can contact Trent Cotney to discuss and identify legal issues and to ask general questions through access to specialized counsel. They offer free advice (up to 15 minutes) for members. If additional legal work is required, members will receive discounted rates. This is a pro bono benefit provided to FRSA members only. To use this service, contact Trent Cotney, 813-227-5501.

Industry Updates Governor DeSantis Appoints Eleven to the Florida Building Commission

Governor Ron DeSantis announced the appointment of James Batts, David Compton, Brian Langille, Asael Marrero, Bradley Schiffer, Frederick Schilling Jr. and Stephen Wilcox and the reappointment of Michael Bourré, David John, James Schock and Brian Swope to the Florida Building Commission.

Brian Swope, CPRC is the Vice President of Tampa Roofing Company. He is the Chairman of the Commission’s Roofing Technical Advisory Committee, FRSA Past President and Life Member. Brian earned his bachelor’s degree from the University of Mississippi.

Stephen Wilcox is the Building Official for the Sumter County Board of County Commissioners.

Previously, he was a Plans Examiner for the Sumter County Board of County Commissioners. Stephen is a member of the Building Officials Association of Florida.

James Schock is the Senior Plans Examiner for St. Johns County. He is a veteran of the US Army Corp of Engineers and previously served as the Building Official for the City of Jacksonville. Jim earned his bachelor’s degree in civil engineering from Drexel University.

Leading with his heart, Terry volunteers his time as a teacher at the American Builders and Contractors Association Institute Apprenticeship program and as a presenter at the Broward County Boys and Girls Club Construction Career Day. He is dedicated to mentorship and developing the next generation of roofers.

Student Competition The six final teams gave oral presentations at the ninth annual Roofing Alliance Construction Management Student Competition. This year, the teams were tasked with submitting a qualified bid package for Globe Life Field. The oral presentation scores were combined with the teams’ written proposal scores to determine the winning team. The Roofing Alliance is proud to announce the top three schools: First place: Clemson University Second place: University of Florida Third place: Texas A&M University

McElroy Metal Announces Personnel Changes

The Roofing Alliance Announces Winners at NRCA’s Awards Ceremony The Roofing Alliance, the foundation of the National Roofing Contractors Association (NRCA), proudly announces this year’s winners of the Most Valuable Player (MVP) Awards, Best of the Best Award and Student Competition winners who were recognized at NRCA’s Awards Ceremony held during the International Roofing Expo in Dallas.

Most Valuable Player Awards In the Most Valuable Player (MVP) Awards’ 20th year, six finalists were recognized for their outstanding performance and leadership or outstanding community involvement. The MVP Program goes a step further with one of the MVP winners being named the Best of the Best winner. The Best of the Best award is an honor co-sponsored by OMG Roofing Products and Professional Roofing magazine.

This year’s winner is Terry Tilsen – Superintendent at Advanced Roofing Inc., Ft. Lauderdale. Terry is described as a role model to roofers at all stages of their careers. He is known for his commitment to craftsmanship, his superior knowledge of roofing systems and strong work ethic. With more than 40 years in the trade, Terry’s strong work ethic serves as a model for all who follow him.

6

FLORIDA ROOFING | April 2023

Mark Lawson

Slone Scott

McElroy Metal announced that Mark Lawson, Vice President of Sales, is retiring after 38 years with the company. Slone Scott, the Midwest Regional Sales Manager who has been with McElroy Metal five years, has been selected as the company’s new Senior Director of Sales.

GAF Receives NRCA’s Charlie Raymond Award

During NRCA’s Awards Ceremony and Cocktail Reception on March 8, NRCA presented its Charlie Raymond Award to GAF, Parsippany, N.J. The Charlie Raymond Award is the most prestigious membership recruitment award NRCA bestows. The award annually honors a member for extraordinary

efforts to recruit new members to NRCA. The Charlie Raymond Award is named for former NRCA President and JA Piper Award winner Charlie Raymond, who first became chairman of NRCA’s Membership Committee when the association had 328 members. He recruited the 1,000th member in 1973.

Charlie Raymond was FRSA President in 1970, a Life Member and a Campanella Award Recipient.

FRSA’s Membership Award is also named after Charlie.

Atlas Roofing Announces 10 Finalists in Company’s Asphalt Life Truck Giveaway

As part of the company’s 40th anniversary celebration in 2022, contractors were able to earn points throughout the year that qualified them for a chance to win a fully refurbished 1982 Chevy Silverado pickup truck, which featured custom black leather seats with red-embroidered Atlas logos, a roll bar with KC Lights and a brand-new Bluetooth stereo.

Points were awarded to contractors for registering Atlas warranties, attending Atlas-sponsored events, reaching AtlasPRO+ and PRO+ Select status(es), interacting with Atlas on social media, creating homeowner testimonials and purchasing EagleView or HailTrace reports via the AtlasPRO Portal.

Once all the points were tallied, the 10 contractors with the highest totals were notified that they were finalists and received a 3-day/2-night all-inclusive trip to Dallas, TX, for the 2023 International Roofing Expo (IRE). The 10 finalists are: ■ Gerald Klemm/Jeffrey Rosier – G. Klemm Roofing (Geneva, Ill.) ■ Robert & Nina Wormley – Wormley Roofing (Apopka, Fla.)

■ Robert & Kaitlin Schlueter – American Windows and Roofing (Blue Ash, Oh.) ■ Mike Allen/James Cox – Allen & Sons Enterprises (Hamilton, Oh.) ■ Susan Chrostowski/Michael Molthan – In Motion Construction (Aloma, Fla.) ■ Vaughan Blehl/Francesco Caporale – Northkit Contracting (Cedar Grove, N.J.) ■ Nico Soave/Marissa Garcia – Greater Midwest Exteriors (Shorewood, Ill.) ■ Randy Parish – Parish Roofing Solutions (Allen, Tx.) ■ Sondra & Don Davis – All Things Roofing & Restoration (Colorado Springs, Co.) ■ Doug Meckley – Triple R Roofing (Littlestown, Pa.) The winner of the truck was Sondra Davis.

HOVER and ABC Supply Bring Digital Measuring and Estimation Tools

HOVER, the technology company, and ABC Supply Co., Inc., North America’s largest wholesale distributor of roofing, siding and other select exterior and interior building products, announced that they are expanding their business relationship to support contractors with fast, precise measurements and estimations for ground up construction or additions.

ABC Supply’s customers now have access to HOVER’s full suite of solutions with preferred rates through myABCsupply on ABC’s website. They also have the ability to bill HOVER jobs directly to their ABC Supply account, making it easier for contractors to place accurate roofing and siding material orders.

“We’re thrilled to continue our partnership with HOVER and provide our customers with another resource to prepare bids and takeoffs,” said Mike Jost, COO of ABC Supply. “Technology will continue to be

Growing. Expanding.

Remaining True to Quality & Service.

772-584-2654

integritymetalsfl.com

www.floridaroof.com | FLORIDA ROOFING

7

a large part of a contractor’s day. At ABC Supply, we want to ensure that our customers have access to the digital tools that will provide high value and make it faster and easier for them to complete their work and win new jobs.”

Now contractors bidding on new construction projects can speed up their bidding process and increase confidence in every bid by reducing the tedious manual work required to obtain measurements and produce estimates. With HOVER’s new construction solution, ABC Supply customers can simply upload any blueprint directly from their mobile device or computer and within hours receive accurate measurements for their project, as well as siding and roofing estimates. This capability removes the labor-intensive process of scaling off blueprint drawings and the need

for complex spreadsheets or specialized software.

Additionally, HOVER transforms a 2D drawing into a full color 3D model, allowing contractors to inspire homeowners with a digital model showing the project in a variety of materials and colors. This capability also helps contractors bidding on new projects to include 3D visuals so their proposals stand out.

NRCA Announces Lisa Sprick as New Chairman of the Board

Lisa Sprick, President of Sprick Roofing Co. Inc., was elected NRCA Chairman of the Board and Doug Duncan, President of Nations Roof, was elected Chairman of the Board-elect. Randy Adams, Chairman/ CEO of R. Adams Roofing Inc., Alex Hernandez, President of Clark Roofing Company and Gary Howes, COO of The Durable Slate Company, were elected Vice Chairmen for two-year terms.

Tropical Roofing Products is Changing its Brand to TRP Roofing Products

Tropical Roofing Products (TRP), a national manufacturer of liquid roofing materials used to repair, maintain and restore a variety of roofing systems, has been in business for over 60 years. The company is based in the US and built its quality reputation in the asphaltic business and in recent years expanded that reputation for quality into elastomeric coatings and related repair products. For brevity, people have often referred to Tropical Roofing Products as TRP, so the branding change feels natural.

In 2022, SOPREMA acquired TRP as part of its strategy to better provide for its customers’ MRO (maintenance, restoration and operations) needs for roofing and waterproofing solutions. TRP offers a full range of professional grade asphalt, acrylic and silicone roofing products, including roof cements, primers, adhesives and coatings that are designed to withstand the harshest climates and extreme weather conditions. These conditions are not, however, limited to southern, tropical areas, they also include extreme cold found in northern climates, providing the impetus for the company’s rebranding. While maintaining the legacy of the former name and logo, the brand has changed to TRP Roofing Products and the primary colors have changed to reflect the values and strengths that come with being a part of the SOPREMA group of companies.

FRM

8

FLORIDA ROOFING | April 2023

FRSA third page.indd 1

10/19/2020 10:01:24 AM

Roofing Day in Tallahassee Lisa Pate, FRSA Executive Director

In March, FRSA held the first Roofing Day in Tallahassee, where a small group of members visited the Capitol to speak with legislators. The event mirrored NRCA’s successful Roofing Day in DC. Spearheaded by Governmental Affairs Committee Chair, Tammy Hall, CFS Roofing Services LLC, Ft. Myers, and organized by FRSA Legislative Counsel, Chris Dawson, the group held several successful meetings over the two-day event.

“Chris was able to schedule meetings with several key legislators who focused on business and educational topics important to the industry,” stated Hall.

“My expectations were exceeded for our first Roofing Day in Tallahassee. Our pre-Capitol and Capitol meetings were fantastic, the access provided and interaction has been incredible.” Hall had been advocating for Roofing Day for the past few years and the team’s efforts paid off. Discussions were held with Senate President Kathleen Passidomo and Senator Keith Perry, FRSA member and industry supporter.

Additional meetings included Representatives Alex Andrade, Mike Giallombardo and Jason Shoaf and Senators Nick DeCeglie and Travis Hutson. Time was scheduled to meet with DBPR Secretary Melanie

Griffin and Department of Financial Services fraud investigators, Colonel Simon Blank and Lt. Colonel Angelina Brooks from CFO Jimmy Patronis’ office.

A dinner reception was held at the Governor’s Club where guests Wilton Simpson, Commissioner of Agriculture, Senator Keith Perry and Representative David Smith joined the group.

Top legislative priorities for the team included Statue of Repose/Construction Defect Reform (HB 85 and SB 360), Public Construction Reform (HB 383 and SB 346), Expansion of Preapprenticeship and Apprenticeship Opportunities (HB 461 and SB 1060) and discussion on defending industry insurance issues (preventing discrimination against roof types) and preventing efforts to undermine the Florida Building Code.

The event was a success and many new connections were made. Dawson was able to keep us on task, focused and on time – no small feat. Special thanks to our sponsors Eagle Roofing Products and the Southwest Florida Roofing Contractors Association (SWFRCA) for underwriting the event!

FRM www.floridaroof.com | FLORIDA ROOFING

9

FRSA President, Matt Criswell

John Campbell and Rep. Mike Giallombardo

John Campbell and Rep. Daryl Campbell

Rep. Jason Shoaf

DBPR Secretary Melanie Griffin

Florida Roofing Day attendees

Senate hearing in progress

FRSA Legislative Counsel Chris Dawson

Meeting with DBPR Secretary Melanie Griffin

Dinner at the Governor’s Club

Meeting with Rep. Jason Shoaf

Florida Senate floor

Meeting with Senator Nick DiCeglie

Senate President Kathleen Passidomo and Senator Keith Perry welcoming attendees

FRSA PresidentElect, Les Sims, CPRC.

FRSA Past President Charlie Kennedy and Wayne Heironimus

SIF Administrator Debbie Guidry, Lee Collier, Les Sims, CPRC

FRSA’s Executive Committee members Les Sims, CPRC, Tibor Torok and Matt Criswell with Senator Keith Perry

Group meeting with legislative members

Tristan Starbird and Les Sims, CPRC FRSA Lobbyists past and present – Cam Fentriss and Chris Dawson

Jacob Piazza

Rep. Alex Andrade

Reception with Agriculture Commissioner Wilton Simpson

Meeting with Fraud Division of CFO Patronis’ office

Meeting with Senator Travis Hutson

Top 5 Reasons you should attend FRSA’s Convention & Expo 1) NEW PRODUCTS

Over 235 Exhibitors Showcasing the Latest Trends in the Industry

4) CONVENIENCE

The Gaylord Palms Resort and Convention Center will Host the Expo, Seminars and Social Events FREE Admission to the Florida Roofing & Sheet Metal Expo for Roofing Contractors

2) CONTINUING EDUCATION

Industry-Specific Seminars with Continuing Education Credits to Maintain Your License 5) SPECIAL EVENTS Golf, Fishing, Pistol and Clay Shooting Tournaments 3) BUSINESS EDUCATION Seminars Focused on Business Management, Sales and Promotion (No C.E. Credit)

FREE Lunch Thursday and Friday

Bid on Exciting Vacations, Gift Baskets, Roofing Materials and Services at the Foundation Auction

Questions? Call 800-767-3772 ext. 100 or email zimari@floridaroof.com 23

14, 20

12July

pp m/a f.co o o r a lorid s://f http

#FRSA

FRSA Convention Seminars FRSA will be offering a total of 31 hours of industry-specific continuing education (C.E.) seminars during the Convention, where you’ll be able to earn up to 11 hours of continuing education credit over three days. Continuing education seminars include:

2023 Florida Building Code 8th Edition | 2.0 hour G FRSA-TRI 7th Edition Tile Manual | 1.0 hour G Wind Mitigation Methods, the Law! | 1.0 hour WMM Estimating the Right Way| 1.0 hour G Tile Hip and Ridge Installation | 1.0 hour G FBC Requirements for Underlayments | 1.0 hour G Top 5 Insurance Issues in Roofing | 1.0 hour L+R Reputation Management Legal Issues | 1.0 hour BSP Fall Protection – What Employers Need to Know | 1.0 hour WC

July 12-14, 2023 Kissimmee, FL

FRSA–TRI

Manny Oyola, Jr., Technical Manager, Eastern USA, Eagle Roofing Products

20

Introducing the 7th Edition FRSA-TRI Tile Manual

After a few years of concerted6th effort by dedicated EDITION FRSA and TRI Alliance volunteers, the 7th Edition Florida High Wind Concrete and Clay Tile Installation • Tensile strength conforming ASTM D1623. re – Shall Manual was referenced as atostandard by the Florida Ridge Plastic Building Commission in December. Like the 8th • Water absorption conforming to ASTM D2842. uirements of Edition Florida Building Code (2023), the tile manual dependent • Moisture transmission ASTM will becomevapor effective at the conforming end of thistoyear.

It will proE96. vide roofing contractors throughout the state outside ted cotthe HVHZ performance-based for installing • Dimensional stability conformingstandards to ASTM D2126. nic Asphalt tile roof systems. um 4” wide • First, Closedthere cell content conforming ASTM D2856. were many smalltochanges to update the language or align with current standards.

For • Surface burning characteristics conforming to ASTM a minimum instance, E84. in the new edition the self-adhered memcalled 90#, branes section was simplified, removing references Fire tests of roof coverings conforming to ASTM to•testing application standards that were a part of 7th EDITION E108. the 6th Edition (outlined in red below). The 7th Edition nform to (outlined in blue) –requires the fasteners same 90-day UV Rake Fasteners For trim tile, shall be of testing Polyurethane Foam Adhesives – Shall conform to uplift e – Shall sufficient length to penetrate a minimum of for 3/4”wind into and references FM 4474 and UV 1897 the idge Plastic testing. all conform thefollowing substratespecifications: or rafter. Nails shall be a minimum 10d nail, 11 gauge. Screws shall be a minimum #8 screw.

• Density conforming to ASTM D1622.

6th EDITION

2r

2e

1

2r

DESIGN PRESSURES FOR UNDERLAYM FOR ASCE 7-16 WIND DESIGNS, THE FOLLOWING ROOF ZONE FIGURES ARE CATEGORY II BUILDINGS HAVING A 3 INCLUDED AS A REFERENCE TO THE TABLE CALCULATIONS

a

1

Figure 1.0 Hip Roof Zone Designations

a

3

2e

1

3

PLAN

2e

a

= High pressure zones = 3

Other = Low pressure zones = 1, 2e & 2r

Self-Adhered Membrane – Self-adhered products • Compressive strength conforming to ASTM D1621. shall meet ASTM D1970, underlayment thickness, thickness a products a40 mils. Self-adhered •minimum Tensile strength conforming to ASTM D1623. shall meet the following testing standards: • Water absorption conforming to ASTM D2842.

• TAS 103, Item 7, wind uplift • Moisture vapor transmission conforming to ASTM •E96.

TAS 103, Item 9, tear resistance Θ

B

Width

a

TAS 103, Item 10, breaking strength and elongation ••Dimensional stability conforming to ASTM D2126.

1

3

3

2e

TAS 103, 16, water vapor to transmission ••Closed cellItem content conforming ASTM D6226. h

a

a

MRH

a = 10% of the width or 40% of the height, whichever is smaller, but not less than 3 ft.

The width (or dimension B), shall not include the overhang.

B = Horizontal dimension of the building in feet.

h = Mean Roof Height (MRH) in feet (eave height plus ridge height divided by 2).

irements of ependent C91 Type M. raded; clean mblies – ght aggremblies shall sed to fasten agged. Each oduct Apridges shall, oval, be testuct approval. ata substaned(job cotton es site sphalt ses and for 4” wide Mum C270.

115 120

APPENDIX A

38.6

Design Pressure (psf)

41.5

40.6

34.2

37.3

44.0

Design Pressure (psf)

38.2

47.9

Mean Roof Heights

40.4

50.8

34.2

60

44.0

53.3

31.4

0-15

46.7

50.3

55.2

31.4

20

48.9

52.8

20

30

50.7

56.7

0-15

40

46.2

59.6

36.2

50

48.5

62.1

34.2

60

52.1

64.0

31.4

0-15

54.8

30

20

57.0

33.2

30

58.8

35.5

40

50

50

40

60

Hip Roof – ASCE 7-22 (3:12 Required Design Uplift Pressures (

Roof Zones

All

All

All

21 7th EDITION FRSA–TRI

a

3eRoof Exposure

2e Exp B

3e

Exp C

MRH

Figure 2.0 Gable Roof Zone Designations

2n

a

3r 3r

a

2n

2r

a

3e

2r

2n

1

3r 3r

2e

2n

PLAN

1

3e

= High pressure zones = 3e & 3r

Exp D

h

Notes:

T

1. The pressures (psf) in the above table are indicative for roof zone 3.

2. The roofing professional has the option to review an tion options of ASCE 7-22 that might provide lower upl

3. For actual uplift resistance values for Foam Adhesiv formal product approvals for additional information.

Other = Low pressure zones = 1, 2e, 2r & 2n

B

Θ

Width

TAS 103, Item 19, slippage resistance ••Surface burning characteristics conforming to ASTM E84. istant exteri• TAS 103, Item 20, cracking cycling a minimum • Fire tests of roof coverings conforming to ASTM called 90#, • ASTM D1970, Section 7.9 (satisfied naila seal-ability) a E108. erial used. ditional infor- • AC 48, Section 4.6, cycling and elongation Rake Fasteners – For trim tile, fasteners shall be of nform to ed or twisted. sufficient length to penetrate a minimum of 3/4” into ficient height • UV Exposure, minimum 90 days the substrate or rafter. Nails shall be a minimum 10d oards will be Sheathing – Material to APA-rated all conform nail, 11 gauge.

Screwsshall shallconform be a minimum #8 screw. ditional nailer sheathing. Refer to building code wind load requirestacked Self-Adhered Membrane Self-adhered products ments. Sheathing must be–adequate to support the nter Type with M. shall have a minimum thickness of 40 mils and shall C91 loads involved, but not less than nominal 1” thick lumaded; clean be in accordance with:or other decking material bertested or 15/32” thick plywood ht aggrerecognized in a code evaluation report or by the local conform to FM 4474 or UL 1897 wind uplift. ed to fasten •building official. gged. Each • Minimum 90 days UV exposure per product approval.

Soil Stacks – Lead for soil stacks shall be minimum oduct Ap2-1/2 pounds per square Lead to weight flashing reridges shall, Sheathing – Material shallfoot. conform APA-rated TM quirements, follow Association recommendation. val, D1621. be test- sheathing.

Refer to Lead building code wind load requireata substanments. ROOFING Sheathing| April must2023 be adequate to support the 14 FLORIDA s (jobsite loads involved, but not less than nominal 1” thick lum12/31/20 ses and for ber or 15/32” thick plywood or other decking material

7th EDITION

Florida High Wind Concrete and Clay Tile Installation Manual FRSA–TRI Alliance December 31, 2023 (12-31-23)

ASCE 7-22

For the 8th Edition Florida Building Code (FBC), the Commission adopted the windspeeds published by the American Society of Civil Engineers (ASCE). While the new standards included adjustments to wind speeds in Florida, there was, fortunately, a return to simplified roof zones. ASCE 7-16 had forced the implementation of as many as six roof zones (noted in circled red numbers in the graphic at the top of the next page).

In 2020, when ASCE 7-16 was being considered for adoption by the Florida Building Commission, FRSA fought hard to keep ASCE 7-10 current and to stay away from the overly complex (and, we felt, unnecessary) wind zones proposed in ASCE 7-16. It was close, but FRSA’s position was not recognized by the Commission and ASCE 7-16 was adopted. We have been living with the six wind zones for the past three years. When ASCE 7-22 goes into effect at the end of the year, it will bring with it a return to simplified wind zones (the three zones circled in blue in the graphic at the bottom of next page).

Table One Removed

Table One from the 6th Edition was not included in the 7th Edition. It is important to note that the decision to remove the table does not eliminate any system that is able to pass the tests required for Florida Product Approvals. As a result of this modification, the design

7th EDITION

7thFRSA–TRI EDITION

21

12/31/20

15

www.floridaroof.com | FLORIDA ROOFING

APPENDIX A

6th EDITION FOR ASCE 7-22 WIND DESIGNS, THE FOLLOWING ROOF ZONE FIGURES ARE h h MRH MRH INCLUDED AS A REFERENCE TO THE TABLE CALCULATIONS a

1

3

2e

a a

1

2n

a

2r 2rB Exp

1

TABLE 1H

= High pressure zone = 3 = High pressure zone = 3 FRSA-TRI Florida High Wind Concrete and Clay Tile Installation Manual – 6th Edition Other = Low pressure zones = 1 & 2 Other = Low pressure zones = 1 & 2

3e

Mean Roof Heights

35.5

33.2

31.4

31.4

31.4

Design Pressure (psf)

41.5

40.6

38.6

36.2

34.2

34.2

34.2

Design Pressure (psf)

120

Design Pressure (psf)

130

Design Pressure (psf)

140

30 40 50

40.2

42.5

47.6

45.3

48.8

51.6

56.2

59.7

62.5

64.8

59.1

62.0

66.5

70.0

72.9

75.2

87.2

84.5

81.2

77.2

71.9

68.5

75.2

72.5

69.2

65.2

59.9

56.6

55.2

52.6

49.2

46.6

46.6

46.6

37.3

44.0

47.9

40.2

0-15

38.2

50.8

20

44.0

53.3

50

56.7

59.6

62.1

64.0

40.2

60

40.4

20

0-15

46.7

30

48.9

55.2

115

100

97

93

88

82

78

86

83

79

74

68

64

63

60

56

53

53

53

Des Press (ps

15

Hip Roof – ASCE 7-22 (3:12 and Over), Categor a Required Design Uplift Pressures (psf) For Underlaym

2n

All2e

3r 3r 3e 2n Roof Roof Exposure Zones

a

Figure 2.0 Gable Roof Zone Designations a

3e

2e

3r 3r

a

2e

1

a

2r

2n

50.7

52.8

50.3

a

2r

3e

a

a

3

46.2

40 60

48.5

52.1

0-15 30

57.0

54.8 50

58.8

40

MRH 60

Θ

Θ

a

1

2e

Exp C All PLAN a a = High pressure zones = 3e & 3r

All

h

PLAN

PLAN

3

2e

3 PLAN

1 a

3

2

Figure 1.0 Hip Roof Zone Designations

a

a

3

2

Other = Low pressure zones = 1, 2e, 2r & 2n 20 Exp D

Θ

APPENDIX A

a

= High pressure zones = 3

MRH

1

3 3

2

3

3

Other = Low pressure zones = 1, 2e & 2r

Θ

h

1

3 a Θ = Angle of roof plane from horizontal in degrees (slope or pitch).

2 2 1 3 1

2 2 a a 1

Width

a

a a a a = 10% of the width or 40% of the height, whichever is smaller, but not less than 3 ft.

The width (or include the overhang.

2 3 3 3 3 dimension 3B), shall not 3 B = Horizontal dimension of the building in feet.

1 h = Mean Roof Height (MRH) in feet (eave height plus ridge height divided by 2).

3 a

a

3

a

2e

a

3

APPENDIX A Θ = Angle of roof plane from horizontal in degrees (slope or pitch).

B = Horizontal dimension of the building in feet.

3. For actual uplift resistance values for Foam Adhesives or Mortar installation h = Mean Roof Height (MRH) in feet (eave height plus ridge height divided by 2). formal product approvals for additional information.

22

a

Notes: B B 1.

The pressures (psf) in the above table are indicative of the required design Width Width for roof zone 3. a = 10% of the width or 40% of the height, whichever is smaller, but not less than 32.ft.The roofing professional has the option to review and determine alternative The width (or dimension B), shall not include the overhang. tion options of ASCE 7-22 that might provide lower uplift resistance values in c

2e

B Zone Designations Figure 2.0 Gable Roof B Zone Designations Figure 1.0 Hip Roof

Width

3 1

Θ

Θ

2n

2e

1

a

a

FRSA–TRI

PLAN

FOR ASCE 7-16 WIND DESIGNS, THE FOLLOWING ROOF ZONEPRESSURES FIGURES ARE DESIGN FOR UNDERLAYMENT AND RIDGE INCLUDED AS A REFERENCE TO THE TABLE CALCULATIONS CATEGORY II BUILDINGS HAVING A 3:12 AND GREATE Other = Low pressure zones = 1, 2e, 2r & 2n a Other = Low pressure zones = 1, 2e & 2r

3e

1

= High pressure zones = 3e & 3r = High pressure zones = 3

1

2e

3

2r 2r

a 1

PLAN

3e

2n

2e

3r 3r

2e

1 2r

2r

3e

2n 2n

3r 3r 3e 3

a a

a a a

a a

Figure 2.0 Gable Roof Zone Designations Figure 1.0 Hip Roof Zone Designations

21 FRSA–TRI 6th EDITION

FOR ASCE 7-16 WIND DESIGNS, THE FOLLOWING ROOF ZONE FIGURES ARE INCLUDED AS A REFERENCE TO THE TABLE CALCULATIONS

32 FRSA–TRI

RSA–TRI 32 32

7th

FRSA–TRI 6th EDITION 6th EDITION 6th EDITION

FRSA–TRI

FRSA–TRI 7th EDITION

32

FRSA–TRI ASCE 7-16 WIND MAP ASCE 7-16 WIND MAP ASCE 7-22 WIND MAP ASCE 7-16 WIND MAP

33

ASCE 7-22 WIND MAP

Ultimate Design Wind Speeds, Vult, For Risk Category II Design Buildings Other Structures Design Wind Speeds, V , For Risk Category II Buildings Other Structures Ultimate Wind Speeds, V , For Risk Category II Buildings II andBuildings Other Structures and Other Struc mate Design Wind Ultimate Speeds, Vult , For Risk Category IIandBuildings and Other Structures Ultimate Design Wind Speeds, Vult ,and For Risk Category APPENDIX A

140

140

150

140

160

160 150

K

AN

FR

LIN

FR

140150

180

IN

150

KL

170

150 170

SUMT

ER

160180 140

160 150FRSA–TRI

6th EDITION

140

160

160

140

170 180 140

140140 AN

160 150

150

140

140

160 170

160

FR

IN

KL

AN

150

140 150 160 150 140

115 120 130

21 7th EDITION

R

130

115 120 130

SUMT E

140

LIN

NK

A FR

115 130 115 115 120

SUMT ER

150

120

130 130 120 115 140 120 150

SUMT ER

IN

KL

AN

FR

115

120

APPENDIX A

115 120 130 140 150 140 140 150

130 115 120

SUMT ER

150

130

ult

115

120

APPENDIX A

APPENDIX A

ult

180

170

Mountainous terrain, gorges, ocean promontories and special wind regions shall be examined for unusual wind conditions. a

a

a

Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (Annual Exceedance Probability = 0.00143, MRI = 700 years).

a

a

a

APPENDIX A

Notes: The ASCE 7 windmaps for Florida, included inabove the FRSA-TRI Tile Manuals “ for Risk Category II Buildings and Other PRESSURES FOR UNDERLAYMENT AND RIDGE ATTAC FOR 7-16 WIND DESIGNS, THE FOLLOWING ROOF ZONE FIGURES ARE DESIGN Values are ultimate design 3-second gust wind speeds in miles perASCE hour at 33 feet (10m) ground for Exposure C category.

CATEGORY II BUILDINGS HAVING A INCLUDED AS A REFERENCE TO THE TABLEthe CALCULATIONS 170 150 Structures,” appear to have changed little except for the areas along coast in the western panhandle highlighted in3:12 redAND GREATER PITC Linear interploation between contours is permitted.

TABLE 1H (7-16) andareas blue (7-22).

In part, changes the windspeeds encountered during Hurricane Michael in 2018.

Islands and coastal outside the last contour shall use these the Figure last wind speed contour of reflect the coastal area.

1.0 Hip Roof Zone Designations Figure 2.0 Gable Roof Zone Designations 160

150

Hip Roof – ASCE 7-22 (3:12 and Over), Category II Build Required Design Uplift Pressures (psf) For Underlayment and R

a

115 120 130 140 150 16 Mean flowchart was edited to remove3 prescriptive3 referenc- Wait, 3e 3r 3r 3e (a Lot) More There’s Roof Roof Design Design Design Design Design Des Roof Exposure Zones 170 Pressure Pressure Pressure Pressure Pressure Press 1 Heights es to two-ply hot mop systems. For more discussion 160 (psf) (psf) (psf) (psf) (psf) (ps To help industry members get a grasp on the changes © FRSA-TRI 12/31/20 160 © FRSA-TRI 12/31/23 46.6 0-15 31.4 34.2 40.2 53.5 60. about tile-related prescriptive versus performance in the 7th Edition Tile Manual and for20an introduction 31.4 180 34.2 40.2 46.6 53.5 60.

31.4 34.2 40.2 46.6 53.5 60. based code, see Mike Silvers’ article on page 18. on how to use the manualExpinB theAllfield,30 we put togeth40 33.2 36.2 42.5 49.2 56.5 64. a a 170 180 er the “FRSA-TRI 7th Edition Tile Manual” seminar 50 35.5 38.6 45.3 52.6 60.3 68.

170 60 37.3 40.6 47.6 55.2 63.4 72.

(CILB-0614438), which includes an hour of general 0-15 38.2 41.5 48.8 56.6 64.9 73.

180 1 20 40.4 44.0 51.6 59.9 68.7 78.

CE3ecredit.

3r 3r The3ecourse includes many other tile manual 3 3 30 44.0 47.9 56.2 65.2 74.9 85.

Exp C All PLAN PLAN a and goes into more depth than40 I can in 69.2 79.4 90.

46.7 include 50.8 59.7 180 topics 50 48.9 53.3 62.5 180 72.5 83.3 94. this article. We have also created a “Tile Hip And Ridge 60 50.7 55.2 64.8 75.2 86.3 98. = High pressure zones = 3 = High pressure zones = 3e & 3r 0-15 46.2 50.3 59.1 68.5 78.7 89.

Installation” seminar (CILB-0614439) that discusses Other = Low pressure zones = 1, 2e & 2r Other = Low pressure zones = 1, 2e, 2r & 2n 20 48.5 52.8 62.0 71.9 82.5 93. proper hip and ridge installation methods. and 66.5 77.2 88.6 100 30 52.1Hip56.7 Exp D All 40 54.8 59.6 81.2 93.2 106 Θ Θ ridge installation failures were certainly an issue as70.0 Notes: 50 57.0 62.1 72.9 84.5 97.0 110 h 60 58.8 64.0 75.2 87.2 100.1 113 h MRH MRH result Hurricane soground if youfor are installing Values are ultimate design 3-second gust wind speeds in milesaper hour of at 33 feet (10m)Ian, above Exposure C tile Notes: category. systemsB in Florida, I encourage you to attend both of B 1. The pressures (psf) in the above table are indicative of the required design uplift press Width Width for roof 3.

Linear interploation between contours is permitted. these seminars July 12-14 atzonethe FRSA Convention in 2. The roofing professional has the option to review and determine alternative methods t a = 10% of the width or 40% of the height, whichever is smaller, but not less than 3 ft.

Islands and coastal areas outside the last contour use theKissimmee. last wind speed contour of the coastal area. tion options of ASCE 7-22 that might provide lower uplift resistance values in certain are The width (or dimension B), shall not include shall the overhang.

3. For actual uplift resistance values for Foam Adhesives or Mortar installations, please s B = Horizontal dimension of the building in feet.

FRM Mountainous terrain,Print gorges, ocean promontories and special wind regions shall be examined for unusual wind conditions. formal product approvals for additional information. h = Mean RoofCirculation Height (MRH) in feet (eave height plus ridge height divided by 2).

2e

2r

2n

a

2r

1

2e

2e

2e

a

Florida

1

ROOFING

5,000

a

a

2e

1

2n

2n

2r

2r

1

2e

2n

e design 3-second gust wind speeds in miles per hour at 33 feet (10m) above ground for Exposure C

Θ = Angle roof plane from horizontal degrees (slope or pitch).

Wind speeds correspond toofapproximately a in7% probability of exceedance in 50 years (Annual Probability = Manuel “Manny” Oyola, Jr., Exceedance Eagle Roofing Products, 0.00143, MRI = 700 years).

holds a roofing contractors license and is an active member of the Tile Roofing Industry Alliance (TRI) al areas outside the last contour shall use the last wind speed contour of the coastal area. and the Palm Beach County Roofing & Sheet Metal in, gorges, ocean promontories wind Professionals regions shall be examined for unusual wind conditions. © FRSA-TRI and special Industry Contractors Association, the local FRSA12/31/20 Affiliate. He espond to approximately a 7% probability of exceedance in 50 years (AnnualisExceedance Probability = of FRSA’s Codes Committee also an active member 00 years). and Chairs the Codes Subcommittee, serves as Vice FRSA-TRI Florida High Wind Concrete and Clay Tile Installation Manual – 7th Edition FRSA-TRI Florida High Wind Concrete and Clay Tile Installation Manual – 6th Edition President on FRSA’s 12/31/20 Executive Committee and participates on the FRSA-TRI Manual Review Committee. monthly Manny teaches roof tile courses for TRI and FRSA. 12/31/20

n between contours is permitted.

100,000

© FRSA-TRI

Industry-focused Digital Impressions

16

FLORIDA ROOFING | April 2023

PROUDLYREPRESENTING THE

ROOFING INDUSTRY

ADAMSANDREESE.COM // TRENT.COTNEY@ARLAW.COM // 866.303.5868 MAIN OFFICE: TAMPA

Tile Underlayment – Where We Are and How We Got Here Mike Silvers, CPRC, Owner of Silvers Systems Inc. and FRSA Director of Technical Services Changes in roofing underlayment requirements have evolved in dramatic ways over the last several decades, particularly when it comes to tile underlayment.

Why have we had so many changes and how has it changed?

For many years, underlayments were primarily viewed as a dry-in, used to provide temporary protection of the roof sheathing from the elements. For most steep-slope roofs, they were expected to serve this purpose until the roof covering was installed. The code requirements at the time called for underlayments to be “fastened sufficiently to hold in place” or “fastened only as necessary to hold in place.” The thinking was that once a roof covering was fastened through the underlayment, it wouldn’t need a specific number of fasteners and that their placement wouldn’t be critical. In some areas of the country, an underlayment was not even required. In Florida, the advent of the Florida Building Code (FBC) prompted the eventual standardized nailing pattern of 12 inches and shortly afterwards, 6 inches on center at the laps with additional nails spaced 12 inches on center in a staggered pattern between the laps. This fastening pattern was applied to many nailed underlayments including twoply felt (below 2:12 pitch) run shingle fashion, a single layer at and above 4:12, tile underlayment anchor sheets and single layer underlayment – and even lowslope base sheets. These methods have changed to include taped joints, self-adhering underlayment and the use of synthetic underlayments.

The introduction of the FBC was one of the early series of changes that had a major impact on how the codes actually worked. The prescriptive measures used in the pre-FBC legacy codes (Southern Building Code Congress International (SBCCI) and South Florida), where the codes described what generic materials to use and how to install them, were giving way to new performance-based standards. This new system required manufacturers to test their materials to meet specific criteria and standards included in the code. These methods were incorporated in the FBC through Florida’s Product Approval (PA) system or the Miami-Dade Notice of Acceptance (NOA) approval system. This change definitely created an additional level of complexity that was meant to achieve better performing roof systems and the structures they protect. Indications are that this approach is actually working with newer roof systems and underlayments fairing much better in recent high velocity wind events.

Observations conducted after hurricanes are nearly all in agreement with this conclusion.

18

FLORIDA ROOFING | April 2023

When the 2007 FBC went into effect in March of 2009, the requirements for a secondary water-barrier (SWB) was introduced. These requirements came in response to widespread roof damage from Hurricanes Andrew (1992), Charley, Ivan, Jeanne (2004), Dennis and Wilma (2005). Many roof systems and underlayments performed poorly during these events. Many structures were left with exposed sheathing and suffered severe water damage. It was thought that if we used more wind and water resistant underlayments that we would have some post-storm protection if the primary roof covering failed. Tile roofs were not included in the SWB requirements. The reason why isn’t clear, but pressure continues to have this requirement included for tile underlayment.

Tile underlayment has gone through many changes.

Historically, some roof tiles were installed over spaced sheathing without underlayment and sometimes without fasteners (see Figures 1 and 2 below).

Figure 1

Figure 2

The best roof protection under the sun.

Regardless of the project, big or small, commercial or residential, Ultra HT is the premium, high temperature, self-adhering underlayment engineered to take on any roof application.

• High temperature rated up to 250°F • Non-slip, cross-laminated construction • Self-seals around roofing fasteners • Split release liner for easy valley installation

Give your project the best protection before, during and after installation of the final roofing system. Peace of mind you and your customer will appreciate.

Visit mfmbp.com for a free sample or call 800.882.7663 today.

These installations depended on lugs on the back As self-adhering underlayments (SAU) became of the tile to hang on the top edge of the spaced available, they were often used in conjunction with an sheathing and the interlocking design of the tile to anchor sheet (see Figure 5) and then eventually inremain in place. As the wood used in Florida’s constalled in a single layer direct to deck (DD) (see Figures struction changed from yellow pine, cypress and cedar 6 and 7). This became widely used outside of the High to less moisture resistant lumber and manufactured Velocity Hurricane Zone (HVHZ). The use of adhesive sheathing such as plywood and eventually oriented to attach the tile to the underlayment also came into strand board (OSB), small areas of water intrusion play and became very popular. This combination of an became unacceptable and damaging to the structure SAU-DD creates a direct load path from the tile to the FRSAFRSA / to TRI / TRI19 5th It EDITION REVISED 5thdeck.

EDITION and its contents. hasREVISED proven to be a cost-effective method In Florida, this method was replaced almost address high uplift resistance requirements. completely by the traditional two-ply underlayment systems with a #30 organic felt anchor sheet (see Figure 3), using the previously described nailing pattern with a second layer of mineral surfaced #90 set in a mopping of hot asphalt. These were most often covBase sheet min 2” headlap; min 6” ered with tile set in patties of mortar. This attachment sidelap required. method proved problematic in terms of uplift resisField fasteners see Table #1 for tance and secure attachment as those who reroofed fastening pattern them can attest.

Base sheet lap Base ply

Min. 2” headlap; Min. Asphaltic adhesive 6” sidelap required when required for base ply

19

fasteners Min 3” headlap min 6” sidelap for cap sheet

Cap Sheet min 3” head lap

Backnail 12” O.C.

Backnail through tin-tags or cap nail 12” on center

Figure 3 – 3rd Ed. Tile Manual, Drawing 2

Sealed overlap

36” O/C 12” O/C NOTE: Minimum 43 lb. coated base sheet recommended

Figure 4 – 3rd Ed. Tile Manual, Drawing 1 20

FLORIDA ROOFING | April 2023

Appendix B

over finished underlayment

APPENDIX B

Min. 2” headlap required

Overlap hip & ridge minimum of 12" both sides

Min. 6” sidelap required

24” O/C

Drip edge over finished underlayment Headlap Min 6” sealed sidelap required COPYRIGHT © COPYRIGHT ©

FRSA/TILEFRSA/TILE ROOFING ROOFING INSTITUTEINSTITUTE

April 2012 April 2012

Backnail cap sheet

34

FRSA–TRI Figure 6 – 5th Ed. Tile Manual, Drawing SELF ADHEREDFHW-02C – SINGLE-PLY

Appendix B

Later this system began to be supplanted by single-ply nailed underlayments – either a #30 or #43 organic sheet – with mechanically attached slurry coated tile with or without battens (see Figure 4). Although many of these systems worked well – with many of these roof coverings still in service today – there were also many water-intrusion related issues and failures. The industry again returned to sealed underlayments, either a two-ply system using the traditional #30/#90 method or similar two-ply approaches.

Drip edge

Compatible 7th EDITION primer Secure metal drip edge 6” O.C. FHW-03

Secure Metal Drip Edge 6” O.C.

Plywood

Separator Sheet or Prime Deck

Tin-tag and Apply Compatible Primer secure as indicated COPYRIGHT © FRSA/TILE ROOFING COPYRIGHT © FRSA/TILEINSTITUTE ROOFING INSTITUTE Backnail Cap Sheet 12” O.C.

April 2012

April 2012 Min. 6” Sealed Side Lap/End Lap

Figure 7 – 7th Ed. Tile Manual, Drawing FHW-03 UNDERLAYMENT AT VALLEY OPTIONS: WOVEN, UNDERCUT

FHW-04

Appendix B

Drawing FHW-02B

Compatible primer

metal19 5th EDITION REVISED FRSA /Secure TRI drip edge 6” O.C.

Appendix B

Figure 5 – 5th Ed. Tile Manual, FRSA / TRI 5th20EDITION REVISED

FRSA/ TRI

5th EDITION REVISED

13

APPENDIX A

4

4

4

4

4

www.floridaroof.com | FLORIDA ROOFING

4

21

Appendix A

TABLE 1 In 1996, FRSA and the Allowable Uplift Resistance for Anchor Sheet Attachment (psf) then National Tile Roofing Two-Ply Underlayment Fastening System Manufacturers Association Inches on Center Two -Rows in Field 1 Three -Rows in Field 2 Four -Rows in Field 3 (NTRMA) published the First Backnail Field Lap Cap Sheet 15/32 Inch 19/32 inch 15/32 Inch 19/32 inch 15/32 Inch 19/32 inch Edition of the Concrete and 4 Smooth Deformed 4 Smooth Deformed 4 Smooth Deformed 4 Smooth Deformed 4 Smooth Deformed 4 Smooth Deformed Clay Roof Tile Installation 12 6 12 41.6 47.4 52.7 60.0 49.6 56.5 62.9 71.5 58.6 66.6 74.2 84.3 Manual. This was done with the 11 6 12 43.1 49.1 54.6 62.1 51.8 58.9 65.6 74.6 61.4 69.9 77.8 88.5 intention of providing common 10 6 12 44.9 51.0 56.8 64.6 54.4 61.9 68.9 78.3 64.9 73.9 82.2 93.5 installation methods for tile 9 6 12 47.0 53.5 59.5 67.7 57.6 65.5 72.9 82.9 69.2 78.7 87.6 99.6 8 6 12 49.6 56.5 62.9 71.5 61.5 70.0 78.0 88.6 74.4 84.7 94.3 107.2 roofs. The manual has evolved 7 6 12 53.0 60.3 67.2 76.4 66.6 75.8 84.4 96.0 81.3 92.4 102.9 117.0 with the introduction of new 6 6 12 57.6 65.5 72.9 82.9 73.5 83.6 93.0 105.8 90.3 102.8 114.4 130.1 technology and the increased 5 6 12 63.9 72.7 81.0 92.0 83.0 94.4 105.1 119.5 103.0 117.2 130.5 148.4 need for resiliency, particular4 6 12 73.5 83.6 93.0 105.8 97.3 110.7 123.2 140.1 122.1 138.9 154.6 175.8 ly with its approach to wind 3 6 12 89.3 101.6 113.2 128.6 121.1 137.8 153.4 174.4 153.9 175.1 194.9 221.6 uplift resistance. FRSA and Notes; 1 - Two rows staggered in the field, one row at the lap, and one row at the top edge of the cap sheet Figure 8 – 5th Ed. Tile its partner in producing the 2 - Three rows staggered in the field, one row at the lap, and one row at the top edge of the cap sheet Manual, Table 1 rows staggered in the field, one row at the lap, and one row at the top edge of the cap sheet manual, the now renamed Tile 22 3 - ThreeFRSA–TRI 6th EDITION 4 - Deformed shank is inclusive of either ring or screw shank nail Roofing Industry (TRI) Alliance have just produced the 7th TABLE 1 Allowable Uplift Resistance Values for Anchor Sheet Attachment Edition of the FRSA-TRI Florida When Using a Two-Ply Asphalt Applied Hot Mop Underlayment Fastening System (psf)* High Wind Concrete and Clay Inches on Center Two Rows in Field Three Rows in Field Four Rows in Field Tile Installation Manual. The Backnail 15/32 Inch 19/32 Inch 15/32 Inch 19/32 Inch 15/32 Inch 19/32 Inch manual is an FBC-referenced Field Lap Cap Sheet Smooth Deformed Smooth Deformed Smooth Deformed Smooth Deformed Smooth Deformed Smooth Deformed standard making it part of the 12 6 12 41.6 47.4 52.7 60.0 49.6 56.5 62.9 71.5 58.6 66.6 74.2 84.3 Florida Building Code. The manual fully embraces the 11 6 12 43.1 49.1 54.6 62.1 51.8 58.9 65.6 74.6 61.4 69.9 77.8 88.5 need for performance-based 10 6 12 44.9 51.0 56.8 64.6 54.4 61.9 68.9 78.3 64.9 73.9 82.2 93.5 standards and has adapted to 9 6 12 47.0 53.5 59.5 67.7 57.6 65.5 72.9 82.9 69.2 78.7 87.6 99.6 this approach. During recent 8 6 12 49.6 56.5 62.9 71.5 61.5 70.0 78.0 88.6 74.4 84.7 94.3 107.2 code cycles, in addition to the 7 6 12 53.0 60.3 67.2 76.4 66.6 75.8 84.4 96.0 81.3 92.4 102.9 117.0 manual, the code recognized 6 6 12 57.6 65.5 72.9 82.9 73.5 83.6 93.0 105.8 90.3 102.8 114.4 130.1 the HVHZ Roofing Application Standards (RAS) 118, 119 and 5 6 12 63.9 72.7 81.0 92.0 83.0 94.4 105.1 119.5 103.0 117.2 130.5 148.4 120 as acceptable methods 4 6 12 73.5 83.6 93.0 105.8 97.3 110.7 123.2 140.1 122.1 138.9 154.6 175.8 of installation of tile roofs 3 6 12 89.3 101.6 113.2 128.6 121.1 137.8 153.4 174.4 153.9 175.1 194.9 221.6 not only within the HVHZ but Notes: also in the other 65 counties Figure 9 – 1. Two rows staggered in the field, one row at the lap and one row at the top edge of the cap sheet. in Florida. If an NOA is used, COPYRIGHT © FRSA/TILE ROOFING INSTITUTE AprilTile 2012 6th Ed. 2. Three rows staggered in the field, one row at the lap and one row at the top edge of the cap sheet. then all of the requirements Manual, 3. Four rows staggered in the field, one row at the lap and one row at the top edge of the cap sheet. included in the standard must Table 1 4. Deformed shank is inclusive of either ring or screw shank nail. be used. * For other systems, refer to underlayment manufacturer's published data.

During the time the manual has been in publication, the use of American Society Review Committee to limit the two-ply prescriptive of Civil Engineers (ASCE-7) provisions as they relate to method with enhanced fastening to hot mop systems steep-slope roofs, were being more fully understood only (see Figure 9). The committee was concerned and enforced. These provisions set the standard for that the two-ply systems included in the PA listings, how the uplift pressures for components and cladding, which included a SAU as the second layer, were not including roof coverings, were calculated. These inproviding sufficient uplift resistance required in most cluded ASCE 7-10, ASCE 7-16 and the new ASCE 7-22. areas of Florida. During the review for the 7th Edition The uplift pressures that the systems had to resist of the manual, the committee decided it was prudent were greatly increased, particularly in 7-16. As these to make all tile underlayments demonstrate, through pressures increased the divergence of approaches testing, that they could resist the uplift pressures between the manual and the Miami-Dade NOAs grew contained in the ASCE 7 standard (see Figure 10). more apparent. The manual has included an enhanced The HVHZ RASs continued to use the less stringent fastening table (see Figure 8) for attachment of the prescriptive nailing patterns that has been used in the 12/31/20 anchor sheet in two-ply systems. © FRSA-TRI codes as far back as the legacy codes used before In the 6th Edition of the manual (effective date Hurricane Andrew.

12/21/2020) a decision was made by the FRSA-TRI

18

7t

FRSA–TRI

APPENDIX A

At the FRSA-TRI Review ROOF PROJECT DESIGN FLOW CHART Committees request, FRSA undertook the task of atUnderlayment Design tempting to bring all tile – and other steep-slope systems – underlayment installation requirements in Florida into compliance with this perforIdentify Exposure Category: mance-based approach and Identify Mean Roof Height: to ensure that if the RASs Identify Basic Windspeed for were not requiring a similar Project Location: approach, that they not be included for use outside the HVHZ. To accomplish this, we needed evidence that the prescriptive methods being used were not sufficient.

Use information from above to identify Required Design Pressure for Underlayment With funding provided by System (Table 1H Hip or Table 1G Gable the FRSA Educational and depending on roof design): Research Foundation, testing was performed on the two-ply Direct Deck or other underlayment system that included a SAU. system, identify Allowable Design We used the best performing Pressure from FBC Product Approval of four code-compliant #30 FRSA (Allowable Design Pressure must be UL 1897 for anchor sheet and SAUs for the equal to or greater than Required Underlayment application uplift test. The systems that Page 2 of 7 Design Pressure identified above): used the old fastening pattern Results: 10 – 7th Ed. Tile Manual, Flow Chart Figure provided an uplift resistance of Table 1. Summary of Test Results 30 psf, a resistance that is inTile Design Passing sufficient in nearly all of Florida Specimen Uplift Failure Underlayment Attachment (see Figure 11). The testing also No. Pressure Mode Gable or Hip? Expo demonstrated the variation in (psf) performance of the individual Fastener Identify Proper Table 2 Table 2Fastened in lap 6 in o.c.

G/H B/C Pull1 2/A 30 code compliant materials, but 2 rows in the field @ 12 in o.c. through Example: Hip Roof in Exposure B would be Table 2 HB especially within the ASTM Fastener D226 #30s. We took the results Fastened in lap 6 in o.c.

Pull2 2/A to Miami-Dade County to seek 3 rows in the field @ 8 inTable o.c.

2 45 through cooperation in making code Plywood joints taped1 Fastener changes to accomplish our goal.

Identify Roof Slope: Pull3 2/A Fastened in lap 6 in o.c.

60 We didn’t receive the cooperathrough 3 rows in the field @ 8 in o.c.

Identify Mean Roof Height: tion we were expecting with the Fastener Fastened sticking point being the need Identify Ultimate Wind Speedin lap 6 in o.c.

Pull4 2/D 30 2for rows in the field @ 12 in o.c. project: for them to accept the use of through a SAU-DD. This was needed to Fastener Fastened in lap 6 in o.c. include a cost-effective, high Pull5 2/D 60 3 rows in the field @ 8 in o.c. through uplift resistant underlayment Use Information above to identify Required Uplift Moment#3for Tile: details included taping of the plywoodLPZ Notes: 1 - Specimen construction joints with AAMA 711 compliant seam tape. option that was particularly effective when combined with Figure 11 – Test Results, FRSA, #30 and Self-Adhered Membrane (SAM) the use of tile adhesives. Over Select Underlayment methodofof Tile Attachment Statement Attestation: the last several code cycles, we from Table 3 or Foam Adhesives goal. However, Miami-Dade County has continued Testing was conducted in accordance Manufacturer’s Published Values with UL 1897-12 Uplift Tests for Roof Covering Systems. The test results and have incorporated methods for reroofing over a SAUourofefforts at supplied every by available interpretations presented herein areoppose representative the materials the client. opportunity.

(Allowable Uplift Moment must to be DD that addressed that particular concern.

With only a final vote remaining, for the Commission equal to or greater than Required Over the course of many Florida Building Uplift Moment from above): to overturn its previous decisions would, at this point, Commission and Technical Advisory Committee (TAC) be unprecedented.

By requiring that all tile underlay© FRSA-TRI meetings, FRSA and the roofing industry presented ments meet the uplift pressures, we not only improve Signed: our case for consistent underlayment requirements Jason Simmons the performance of tile roofs, but also maintain tiles’ that would be very similar throughout the state. As Director exemption from the secondary water resistance of this writing, against all odds, we have achieved our Report Issue History: 22

FLORIDA ROOFING | April 2023

Issue # Original Revision

Date 07/07/2021 07/14/2021

Pages 8 7

Revision Description (if applicable) NA Remove product identification

Pressure from FBC Product Approval (Allowable Design Pressure must be equal to or greater than Required Design Pressure identified above):

Tile Design Owens Corning / Polyglass UL 1897 for 30/90 hot mop tile underlayment Proper Table 2 Page 2 of Identify 2

Deck Description:

Table 2

Exposure?

G/H

B/C/D

Example: Hip Roof in Exposure B would be Table 2 HB

Framing: Deck:

Gable or Hip?

2x10 No. 2 SYP lumber installed 24” o.c. and doubled at each location. Table 2

15/32 APA rated, plywood sheathing installed over No. 2 Identify Roof Slope:

lumber supports spaced 24” on center. Decking was set in a

Identify Mean Roof Height: bead of adhesive and attached with 2-1/2 inch deck screws

spaced 4” o.c. along the perimeter and intermediate supports.

Identify Ultimate Wind Speed for project: Underlayment:

A hot mopped 30/90 system was applied in accordance with standard industry practices to the sheathed deck. ASTM D 226 LPZ type II underlayment was mechanically attached to the HPZ sheathed deck with two separately tested fastening patterns (see results table herein for details) with 12ga, 1-1/4 inch long, galvanized, ring shank, roofing nails placed through 32ga, 15/8 inch diameter tin caps. An ASTM D6380 cap sheet was set into a full 25lb./sq. mopping of asphalt.

proper number and type of fasteners from Table 3 in the manual are used for tile so it can resist the rotational forces from Table 2, using the proper table for roof shape “H” for hips and “G” for gables and the appropriate exposure category B, C or D (see Figure 12).

Nothing we have proposed is new to most of the state. We are not trying Select method of Tile Attachment to eliminate any underlayfrom Table 3 or Foam Adhesives Manufacturer’s Published Values ment system that shows (Allowable Uplift Moment must be compliance through conequal to or greater than Required Figure 12 – 7th Ed. Tile Manual, Flow Chart sistent test standards. We Uplift Moment from above): Results: Table 1. Summary of Test Results © FRSA-TRI 12/31/23 are trying to simply expand the options.

Passing Uplift I was asked recently if Specimen Underlayment Attachment Pressure Failure Mode we were trying to eliminate No. (psf) the use of asphalt. For ASTM D226 Type II, mechanically those of you who know my attached in a 12 in. grid staggered in two Fastener pullbackground, that seems 1 Hot Mop 30/90 -45 rows in the field, and 6 in. on center at through the laps . ASTM D 6380 Class M Type II, unlikely. My company set in full 25lb/sq mopping of asphalt. specialized in asphalt roof ASTM D226 Type II, mechanically systems. For decades, attached in a 12 in. grid staggered in two Fastener pullwe had agreements with 2 Hot Mop 30/90 -45 rows in the field, and 6 in. on center at through several different prominent the laps . ASTM D 6380 Class M Type II, set in full 25lb/sq mopping of asphalt. asphalt manufacturers to ASTM D226 Type II, mechanically ship a truckload of asphalt attached at 3in oc staggered in four rows Fastener pullto us every week unless through / 3 Hot Mop 30/90 -180 in the field, and 6 in. oc at the laps. ASTM we requested an additional Fastener pull-out D 6380 Class M Type II, set in full 25lb/sq shipment or asked to hold mopping of asphalt.

ASTM D226 Type II, mechanically off on one. I’ve joked over attached at 3in oc staggered in four rows Fastener pullthe years that if you cut through / 4 Hot Mop 30/90 -195 in the field, and 6 in. oc at the laps. ASTM me, I might bleed asphalt.

Fastener pull-out D 6380 Class M Type II, set in full 25lb/sq If a manufacturer tests mopping of asphalt. their products (see Figure Figure 13 – Test Results, Other, #30/#90 Hot Mop Underlayment 13) there is no reason that END OF TEST STATUS UPDATE they can’t continue to be requirements for other steep-slope systems. This is used. I hope this will help to provide an understanding simply because the roof tile roof system underlayof the industry’s continuing journey to improve the 1378T0234much / 708T0110 ment, like low-slope membrane systems, are performance of underlayments and all roof systems The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated also exempt from SWB since membrane meets client. No reproduction or facsimile in any form canthe be made without the client's permission. This used report shall not be reproduced except in full in Florida. without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a the design pressures.

FRM performance or warranty statement for this material or products and processes containing this material in connection with this report.

Because all tile underlayment must now meet the Mike Silvers, CPRC, is owner of Silvers Systems Inc., PRI Construction Materials Technologies LLC 6412 Badger Drive Tampa, 33610 Tel: 813-621-5777 Fax: 813-621-5840 WebSite: http://www.pri-group.com appropriate uplift pressure, itFLonly requires that you:e-mail: materialstesting@pricmt.com and is consulting with FRSA as Director of Technical 1. Know the ASCE 7 calculated pressure or the Services. Mike is an FRSA Past President, Life pressures from Tables 1A in the manual for the Member, and Campanella Award recipient and brings structure over 40 years of industry knowledge and experience 2. You choose an underlayment whose PA meets or to FRSA’s team. exceeds those pressures, and Use Information above to identify Required Uplift Moment for Tile:

3. That the adhesive chosen is compatible with the underlayment and tile chosen or that the www.floridaroof.com | FLORIDA ROOFING

23

Fall Protection Training – Employer Responsibilities Brad Mang, Safety Consultant, FRSA Self Insurer’s Fund As we approach OSHA’s annual National Safety StandDown to Prevent Falls in Construction (May 1 - 5), this is the perfect time to remind roofing contractors of their responsibilities to provide the proper training on fall protection to their employees.

Each year, falls to a lower level are the leading cause of death among construction workers and account for one-third of all construction fatalities. According to the latest report from the Bureau of Labor Statistics, the fatality rate for workers killed because of falls remains at 38 percent (378 of 986 total deaths for 2021).

Along with this troubling data, OSHA’s release of their Top 10 Violations for 2022 included, at number one, Fall Protection – General requirements (5260 citations issued) and, again on the list at number eight, Fall Protection – Training requirements (1566 citations issued).

In addition to the loss of life, a fatality from a fall can easily bankrupt a company. More than $40 billion in workers’ compensation benefits are paid out each year from employers and their insurance companies. OSHA has come down hard on employers who violate the fall protection standards through monetary fines. In 2023, the agency’s fines were adjusted for inflation, resulting in an increase that lifted the maximum penalty for a serious violation to $14,502 and repeat or willful violations to a maximum of $145,027.

In a recent study conducted by OSHA, of almost 100 fall related fatalities, it was shown that these deaths could have been prevented if fall protection such as guardrails or personal fall arrest systems had been used on the jobsite. An easy way to help prevent these deaths is to ensure that each worker exposed to a fall hazard has the proper training required by OSHA standards.

OSHA standards state that an employer shall provide a training program for each employee who might be exposed to fall hazards. OSHA notes, “The program shall enable each employee to recognize the hazards of falling and shall train each employee in the procedures to be followed to minimize these hazards. Training should provide in-depth sessions on regulations, potential hazards, equipment selection and instruction on how to use the equipment correctly.” The training must be implemented by a “competent person” qualified in the following areas: 1.

Procedures for erecting, maintaining, disassembling and inspection of fall protection systems to be used

2. Use and operation of guardrail systems, personal fall arrest systems, safety net systems, warning line systems, safety monitoring systems, controlled access zones and other possible protection to be used

3. The role of each employee in a safety monitoring system 4. The limitations on the use of mechanical equipment for low-slope roofs 5. Correct procedure for handling and storage of equipment and materials 6. Role of employees in the fall protection plan.

Along with the standard, please note the brief description that OSHA defines as a competent person – “one who is capable of identifying existing and predictable conditions in work areas which are unsanitary, hazardous or dangerous and who has the authorization to take prompt corrective action.” This is a very important detail to point out because roofing contractors need to consider who is training their employees to ensure they are compliant with OSHA standards. The amount of time required for competent person training varies based on the scope of work performed but on average it is 8 to 40 hours. The training will need to combine discussions, demonstrations by instructor, testing and hands-on demonstration by employees for each fall protection system used by the employer.

A certification of training will also need to be completed. The employer must create a written certification identifying each employee trained, the dates of training and the signature of the person who conducted the training or the signature of the employer. All materials used in the training should be maintained with the company records for documentation in the event of an OSHA inspection. After employees have completed the proper fall protection training, it is imperative that company management conducts frequent and regular inspections of jobsites to verify each employee’s understanding of what they have been trained on. If an employer has reason to believe that an employee is still lacking the required understanding, retraining will be necessary or termination may be necessary if the employee refuses to follow the company’s safety policies.

The impact of an effective fall protection training program is a competent employee who can control fall hazards resulting in a higher level of safety and compliance. By investing in safety training, companies can avoid serious injuries and save lives, decrease insurance modification rates and improve working conditions. A solid fall protection training program is a sound investment, not just another added expense to the company’s bottom line. For more information on OSHA’s National Stand-Down program, please visit www.osha.gov/stop-falls-stand-down.

FRM

Visit One of Our Locations for the Southeast’s Largest Selection of Roofing Materials and Equipment We have Generators, Tarps and Fasteners in stock at all locations

Roofing Tools Fasteners Drains & Parts Caulking & Sealants Safety Products & Apparel And More!

www.crssupply.com 800-874-6152

Concrete and Clay Roof Tile Adhesives Adrian Robledo, Director of Sales, Steep-Slope, ICP Building Solutions Group From South Florida to the Panhandle and beyond, Floridians are choosing concrete and clay roof tile as more than just an attractive addition to a home’s exterior aesthetic. Thanks to its durability, beauty and longevity, tile roofing is a preferred solution for contractors, builders, architects, consultants and homeowners.

Adhesives tailored to challenging environments like those in Florida, enhance the performance of tile roofing by offering exceptional wind uplift resistance, which in some cases and depending on various factors, could withstand up to Category 5 hurricanes, (depending on location, height and pitch of the roof and type of adhesive used). Adhering to tile roof best practices makes all the difference.

Polyurethane foam adhesive products for concrete and clay roof tiles have been around for more than 30 years and adhere each individual tile in place to provide superior holding power compared to mortar, screws, nails or wire tie systems. In most cases, these adhesive solutions also out-perform other fastening systems in reliability and ease of application. For a home sized 2,500-3,000 square feet, polyurethane foam adhesive can virtually eliminate – depending on the roof pitch – 4,000 to 8,000 mechanical fasteners that could compromise the waterproofing membrane or roof deck, resulting in fewer long-term maintenance issues, increased strength and enhanced longevity of the roof.

In addition, a two-component large-patty adhesive installation can add up to 80 percent additional break strength to the tile – important for future repairs, pressure cleanings or walk paths for solar-mounted systems.

Without question, the use of adhesives to secure tile roofing offers many benefits. Following industry best practices to select and apply the right adhesive product for the job – including verifying code

requirements and seeking manufacturer installation instructions – ensures safe and effective installation and optimum performance.

Consult the Manufacturer for Guidance

Contractors should look to adhesive manufacturers for guidance on the most effective use of adhesives when installing concrete and clay roof tile. Manufacturers can provide access to valuable product-related expertise and technical support, as well as guidelines for safety protocols while using their products.

Roof tile adhesive products come in single-component and two-component product offerings: ■ Single-component kits, in which all components are combined and the adhesive moisture cures upon dispensing.

■ Two-component kits, in which the A-side chemical (isocyanate) is kept separate from the B-side chemical (polyol) and the reaction begins once the two components are mixed together.

With job-specific information, adhesive manufacturers can verify the selected product and advise contractors and installers on the product and application method best suited for that specific tile roofing project. Adhesive manufacturers may offer this consultation for little or no cost, though the peace of mind it provides is priceless.

Invest Time in Training and Certification

Many adhesive manufacturers offer training for new installers and jobsite visits to ensure projects go smoothly.

Training can include a written test and hands-on guidance to secure proper certifications and qualified applicator cards, which is code mandated for each individual installer. Highlights of this type of training often include safety. For crews – contractors working on tile roof installations should wear: ■ Approved safety glasses or goggles ■ Long-sleeved shirts or covered-up arm sleeves ■ Nitrile gloves ■ Safety harnesses or other necessary fall-arrest system gear.

26

FLORIDA ROOFING | April 2023

For products – product safety practices for adhesive foam products include: ■ Ensuring kits are always in the upright position on rooftops.

■ Keeping lids closed to prevent extreme temperature fluctuations.

■ Ensuring existing underlayment is approved by the respective adhesive manufacturer.

Proper Calibration ■ When two-component adhesive foam cylinders with refill systems are used, properly calibrate the cylinders to ensure accurate and effective product use.

■ With temperature changes throughout typical Florida days, individual component refill cylinders require calibration in the morning and at midday to ensure a proper adhesive ratio is maintained.

Pro tip: Specifications for roof tile adhesives typically provide a target substrate temperature range for application. To ensure proper adhesion and optimal performance, select a product recommended for the weather conditions in which it will be installed.

Learning Proper Application for Maximum Performance

Shutdown and Storage

When not in use, contractors should inspect disposable single- and two-component kits and confirm proper storage to ensure: ■ All valves are completely turned off.

■ Gun hose assemblies remain connected.

■ Other hoses are rolled and secured properly.

■ Hoses are never flushed or cleaned with air, water or solvent.

■ Kits are stored upright in a cool, dry area.

To reuse disposable adhesive products: Understanding how to properly use and apply an ■ Shake the kit well. adhesive product starts with knowing the correct size and placement of adhesive beads and patties as well ■ Ensure the nozzle is completely cleared of any as how to ensure contact is made between roof tiles cured adhesive. and underlayment. Installers who know how to assess application techniques can adjust to specific job conditions in real time, maintain efficiency and keep work on schedule. In addition to the above safety tips, best practices for application include setup, preparation and use.

■ Prior to application of disposable products, make sure kits are properly shaken to mix chemicals.

■ Ensure the surface/underlayment to which the product is being applied is compatible with the adhesive and is dry, clean and free from debris, grease and oils.

■ Follow the manufacturer’s installation instructions for correct bead or patty placement and proper tile contact/gram weight.

■ Spray the product, lay the tile on top of the product, lift the tile and look for residue to ensure proper contact is being made.

■ When installing tiles, shoot a test bead or patty to the side at every other row of tiles to ensure chemical bond is calibrating correctly.

www.floridaroof.com | FLORIDA ROOFING

27

■ With the tank in the upright position, open the valves completely.

■ If the adhesive has cured in the hose or nozzle and the product does not dispense, you might need to replace the nozzle or gun/hose assembly.

Pro tip: An easy way to keep kits upright when installing tile roofing on sloped roofs is to place tiles underneath the disposable kits, which helps create a level surface.

Additional Considerations

Before beginning any job, contractors should also weigh these factors: ■ Check for local product approvals prior to application.

■ Verify the installer has been trained on adhesive products and has a current applicator card/certification from the manufacturer.

■ Confirm the adhesive resistance values meet or exceed building code requirements where the project is located.

■ Review the manufacturer’s installation instructions for proper bead/patty size, tile contact, gram weight, operating temperature, etc.

■ Ensure the proper underlayment/tile has been tested and approved for use with adhesives.

■ Reach out to the adhesive manufacturer with any additional questions.

Achieving Total Benefits of Adhesives

movement after installation, are available in various sizes for repair work to large-scale jobs, offer fast application to save on time and labor and are proven across a wide array of markets and applications.

Seeking proper guidance on selection and installation of adhesives to secure concrete and clay tile roofs ensures these systems achieve maximum benefits over their lifetime.

Ultimately, obtaining training and following best practices ensures property owners get the most value and performance for their tile roofing investment. By partnering with adhesive manufacturers well-versed in the use, application, safety and code requirements/ specifications, contractors can proceed with confidence that the tile roofs they install will stand the test of time.

Interested in learning more about ICP’s tile roof adhesive products and best practices? Contact ICP’s APOC team today or watch our latest expert training videos at www.polysetadhesives.com.

FRM Adrian Robledo is the Director of Sales, Steep-Slope, ICP Building Solutions Group. With nearly 20 years of roof tile and adhesive industry experience, Adrian is dedicated to helping roofing professionals understand the value of proper training and tile installation methods for concrete and clay roof tiles. His passion, commitment, technical knowledge and service to his customers have helped him build a solid reputation as one of the industry leaders in the residential roofing category. Contact him at arobledo@icpgroup.com.

Polyurethane foam adhesive products offer many benefits for property owners. In addition to the points already mentioned, they prevent tile chattering/

What’s Wrong with These Pictures?

28

FLORIDA ROOFING | April 2023

East Coast Metals Latest Educational Foundation Founding Member John Hellein, FRSA Educational and Research Foundation Director

In 1996, under the leadership of Founder and Owner Tom Castellanos, East Coast Metals began its journey on its way to become the premier manufacturer in the tile roof components industry. ECM designed, patented and manufactured the first metal hip and ridge anchor in the late 1990s and in the late 2000s they further innovated the popular metal hip and ridge anchor when they engineered and patented the first foam interlocking hip and ridge system, called Trimlock. Today, East Coast Metals is still family owned and operated. Tom now works alongside both his son and daughter, Andrew and Annette Castellanos, as they continue to push the envelope of new product offerings designed to meet the needs of the industry.

“East Coast Metals has been a member of FRSA since 2004,” stated Adam Purdy, CPRC, FRSA Past President and current Educational Foundation Chair, “and we’re thrilled to welcome the Castellanos’s company as a Founding Member of FRSA’s Educational and Research Foundation.”

Constantly Innovating

Andrew Castellanos stated that since its founding, East Coast Metals has sought to be the leading manufacturer and innovator in the roof components industry. ECM has slowly become a “one-stop shop” for everything from tile eave closures to a recently released ventilation products line. “We want to constantly innovate,” stated Andrew, “it is one of our founding principles that has become a part of our company culture.”

Tom Castellanos started East Coast Metals after working in the roof tile industry and recognizing an industry shortfall in quality metal roof components. Over

ECM facility in Hialeah.

the years, the demand for East Coast Metals products has grown and, in response, ECM has expanded its state-of-the-art manufacturing facility along with its distribution footprint.

One of ECM’s most recent innovations focuses on gooseneck ventilation. “Speaking with installers, we realized that valuable time was being lost with the available ventilation products,” Andrew says. “We developed a product with features to save time in the field.”

ECM developed a manufacturing and assembly process that has created consistency between each vent. The vents even received uplift ratings nearly twice what had been available on the market.”

Congratulations to the Castellanos family and East Coast Metals on their perennial success in the roof components market and on becoming the most recent Founding Member of the FRSA Educational and Research Foundation.

FRM

The new East Coast Metals Designer Series includes pineapple motif eave closures. Currently available in two profiles (Eagle Roofing Products ‘Capistrano’ and Westlake Royal Roofing’s ‘Barcelona 900’) with more profiles available soon.

www.floridaroof.com | FLORIDA ROOFING

29

RCASF’s Educational Training Day: A Huge Success Lisa Pate, FRSA Executive Director At the end of February, the Roofing Contractors Association of South Florida (RCASF) held their first annual educational training day at SOPREMA’s Pompano Beach training facility. There were 256 attendees, which included company owners, supervisors, foremen and workers. Attendees broke up into groups and rotated through various training stations. You could feel the positive energy in the rooms as hands-on demonstrations took place on best safety practices: controlling jobsite hazards, modified installation and torching, liquid-applied roofing, single-ply transitions to steep-slope and rhino-bond best practices.

In addition to training sessions, there were tabletop displays from vendors, including FRSA. This gave us an opportunity to support the RCASF Affiliate and to meet members and perspective members while sharing benefits and program information.

Although this was their first training day, our RCASF Board of Directors and Committee members performed like pros.

Congratulations to Tamara Chase, Jose 30

FLORIDA ROOFING | April 2023

Rodriguez, Danny Estremadoyro, Lucas Lucio, Barry Birenbaum, Jim Brauner, Ray Padron, David Baytosh, Lyle Jacobs, Bobby Cherry and Claudia Abbona on a wonderful program! We look forward to next year’s event.

FRM

FRSA CREDIT UNION BUY OR REFI As low as 5.25% APR* up to 72 months.

Offer good on vehicles 2016 or newer.

Offer ends soon!

A p p l y On l ine w w w.f rs acu.or g or c a ll 8 77 - 65 7 -7 2 12

www.floridaroof.com | FLORIDA ROOFING

33

Focusing on Safety Lisa Pate, FRSA Executive Director Fall Protection – General Requirements (1926.501) maintained its position as OSHA’s most frequently cited worker safety and health standard in fiscal year 2022, marking its 12th straight year atop the agency’s “Top 10” list. Three out of the top five top violations affect the roofing industry and should be of concern to all employers. Protecting your most valuable asset begins with information and training.

Fall Protection – General Requirements

OSHA Standard 1926.501 received 5,980 violations last year. The standard outlines where fall protection is required, which systems are appropriate for given situations, the proper construction and installation of safety systems and the proper supervision of employees to prevent falls. It’s designed to protect employees on walking-working surfaces (horizontal or vertical) with an unprotected side or edge above 6 feet.

Fall Protection hazards include falls, fractures and deaths – all preventable with proper training, which include face-to-face instructions, directions on the jobsite and constant reminders. You may know how to avoid these hazards and the tips below may seem like common sense but they are certainly worth repeating.

Share them with your team and ensure they understand what’s expected of them.

■ Ensure that the jobsite is assessed to determine if the walking and working surfaces have the strength and structural integrity to safely support workers.

■ Ensure that the workers exposed to falling 6 feet or more from an unprotected side or edge are protected by a guardrail system, safety net system or personal fall arrest system.

■ A personal fall arrest system consists of an anchorage connector, body harness and may include a lanyard deceleration device lifeline or a suitable combination.

■ Ensure that workers in a hoist area exposed to falling 6 feet or more are protected by either a guardrail system or a personal fall arrest system.

■ Ensure that employees exposed to a floor hole (including skylights) more than 6 feet above lower levels are protected by personal fall arrest systems, covers or guardrail system.

■ Ensure that employees using ramps, runways and other walkways are protected from falling 6 feet or more by a guardrail system.

■ Ensure that employees engaged in roofing activities on low-slope roofs with unprotected sides and edges 6 feet or more above the lower level 34

FLORIDA ROOFING | April 2023

are protected from falling by a guardrail system, personal fall arrest system, safety net system or a combination warning line system and guardrail system, warning line system and personal fall arrest system, warning line system and safety monitoring system or warning line system and safety net system.

■ Ensure that employees engaged in roofing activities on steep roofs with unprotected sides and edges 6 feet or more above the lower level are protected from falling by a guardrail system with toe boards, safety net system or personal fall arrest system.

■ Ensure that employees constructing a leading edge 6 feet or more above a lower level are protected from falling.

■ Ensure that employees on walking or working surfaces 6 feet or more above a lower level where leading edges are under construction (but who are not engaged in the leading-edge work) are protected from falling.

■ Ensure that employees working above dangerous equipment are protected from falling into or onto the dangerous equipment by guardrail systems or by equipment guards.

■ Ensure that employees working on roofs 50 feet or less in width are, at a minimum, protected by the use of a safety monitoring system.

■ Ensure that employees engaged in residential construction activities 6 feet or more above lower levels are protected from falling by guardrail systems, safety net systems or personal fall arrest systems.

■ Employees working on, at, above or near wall openings (including those with chutes attached) where the outside bottom edge of the wall opening is 6 feet or more above lower levels and the inside bottom edge of the wall opening is less than 39 inches above the walking or working surface shall be protected from falling by guardrail systems, safety net systems or personal fall arrest systems.

■ Personal fall arrest systems and positioning device systems shall be inspected before each use.

Ladders

OSHA Standard 1926.1053 received 2,471 violations and ranked third on the Top 10 list. This standard covers general requirements for all ladders. Employers or superintendents should inspect all ladders and focus on these items:

POLYSET

®

PROVIDING STRENGTH IN EVERY DIRECTION connections that endure

When you join materials together, you create a precise bond, a vital connection that builds strength in every direction. This is not just how our products function it’s how we function too. ICP delivers innovation and excellence from roof to floor. Our extensive array of professional grade coatings and adhesives builds the first layer, but our bonds extend well beyond the surface.

At ICP, we stand behind our solutions, and we’re constantly pushing the building envelope towards enduring success.

www.icpgroup.com | info@icpgroup.com

Hazards: Broken or missing parts, used around energized electrical equipment; too short for work height; weight limit rating too low; not the correct equipment for the job.

Scaffolding

of the ladder is about 1/4 the working length of the ladder; job-made wooden ladders positioned such that the horizontal distance is equal to about 1/8 the working length.

■ Ensure that scaffold components from different manufacturers are not intermixed unless the components fit together without force and the scaffold’s structural integrity is maintained and each manufacturer approves the interchange.

OSHA Standard 1926.451 received 2,285 violations and ranks fifth on the list. This standard covers general safety requirements for scaffolding, which should be Loads: Self-supporting (foldout) and non-self-support- designed by a qualified person and constructed and loaded in accordance with that design. Employers are ing (leaning) portable ladders able to support at least bound to protect construction workers from falls and four times the maximum intended load; extra-heavy -duty metal or plastic ladders able to sustain 3.3 times falling objects while working on or near scaffolding at heights of 10 feet or higher. Best practices include: the maximum intended load.

■ Construct scaffolds according to the manufacturAngle: Non-self-supporting ladders positioned with er’s instructions. a horizontal distance from the top support to the foot

Rung: Rungs, cleats or steps must be spaced between 10 and 14 inches apart; on extension trestle ladders, the spacing must be 8-10 inches for the base, and 6-12 inches on the extension section, shaped so that an employee’s foot cannot slide off; skid resistant.

Storage: Store where ladders cannot be damaged, prevent warping or sagging, secure during transport.

Inspection: Check to ensure shoes and ladder are free of oil, grease, wet paint and other slipping hazards; warning labels are legible; spreader device can be locked in place and ensure areas around the top and bottom of the ladder are cleared of material.

Safe Practices: Face ladder and hold on with both hands when climbing; carry tools on belt or use hand line; hold on with one hand when performing work; never reach too far to either side or rear; do not climb higher than the second step from top on a stepladder or third from the top on a straight ladder; never attempt to move, shift or extend ladder while in use.

Best practices include: ■ Do not place ladders in front of doors opening toward the ladder unless the door is blocked open, locked or guarded.

■ Do not place ladders on boxes, barrels or other unstable bases to obtain additional height.

■ Extend portable rung ladders, when used to gain access to elevated platforms, roofs, etc., at least 3 feet above the elevated surface.

■ Secure the ladder at the base of a portable rung or cleat-type ladder to prevent slipping or otherwise lash or hold it in place.

■ Legibly mark portable metal ladders with signs reading “CAUTION-Do Not Use Around Electrical Equipment” or equivalent wording.

■ Prohibit the use of ladders for other than their intended purposes.

■ Adjust extension ladders while employee stands at the base and not while standing on the ladder or from a position above the ladder.

36

FLORIDA ROOFING | April 2023

■ Ensure that scaffold platforms cannot be more than 14 inches from the work, unless guardrail systems are erected along the front edge and personal fall arrest systems are used.

■ Make sure that platforms are extended over the centerline of its support at least 6 inches unless cleated or otherwise restrained.

■ Platforms of 10 feet or less cannot extend more than 12 inches beyond the support.

■ Platforms greater than 10 feet cannot extend more than 18 inches beyond the support.

■ Make sure that scaffold plank ends abutted to create longer platforms are resting on separate supports.

■ Make sure that scaffolds that change direction (such as turning a corner), have platforms that rest on bearers and not on the right angle platforms.

■ Ensure that wood platforms are free from opaque finishes.

■ Scaffolds with a height to base width ratio of more than four to one (4:1), have to be restrained from tipping by guying, tying, bracing or equivalent means.

■ Scaffold poles, legs, posts, frames and uprights have to bear on base plates and mud spills or other adequate foundations.

■ Ensure that footings are leveled, sound, rigid and capable of supporting the loaded scaffold without settling or displacing.

■ Use only stable objects to support scaffold and platform units.

■ Use only stable objects as working platforms.

■ Plumb and brace supported scaffold poles, legs, posts, frames and uprights to prevent swaying and displacement.

■ Provide safe access means (e.g., portable ladders, hook-on ladders, ramps, walkways, etc.) to

scaffolding platforms, when the platforms are more than 2 feet above or below a point of access.

■ Do not use cross bracings as a means of access.

■ Properly position portable, hook-on and attachable ladders so as not to tip the scaffold.

REGISTER REGISTER ■ Ensure that stairway-type ladders can have a minimum step width of 11-1/2 inches and have ONLINE ONLINE @@ slip-resistant threads on all steps and landings.

■ Provide stair rails with an adequate top rail and an adequate mid rail on each side of the scaffold stairway.

■ Provide handrails and top rails serving as handrails with an adequate handhold for employees grasping them to avoid falling.

■ Ensure stair rail systems are surfaced along with handrails to prevent injury to employees from punctures or lacerations and to prevent snagging of clothing.

■ Prohibit employees from working on scaffolds covered with ice or other slippery material except as necessary for removal of such materials.

■ Use tag lines or equivalent measures to control the swinging loads.

■ Prohibit working on or from scaffolds during storms or high winds unless a competent person has determined that it is safe for employees to be on the scaffold and those employees are protected by a personal fall arrest system or wind screens. Also, do not use wind screens unless the scaffold is secured against the anticipated wind forces imposed.

■ Do not use ladders and other makeshift devices on top of scaffold platforms to increase the working level height of employees.

■ Train employees who perform work while on a scaffold only by a person qualified in the subject matter to recognize the hazards associated with ■ Provide landing platforms at least 18 inches wide the type of scaffold being used and to underby at least 18 inches long at each level. stand the procedures to control or minimize those Register Register forfor FRSA’s FRSA’s Annual Annual Convention Convention hazards.

■ Provide threads and landings with slip-resistant and and Expo Expo ONLINE. ONLINE. Sign Sign in with in with your your email email surfaces.

■ Train employees involved in erecting, disassemaddress, address, addadd thethe events events youyou would would likelike to to bling, moving, operating, repairing, maintaining or ■ Install stairways between 40 degrees and 60 dea scaffold only by a competent person attend attend andand check check outout using using ainspecting credit a credit card. card. grees from horizontal. able to recognize any hazards associated with the ■ Scaffolds need to be erected a minimum of 10 feet work in question. away from uninsulated overhead power lines.

■ Train employees to never extend ladder jack scaf■ Provide guardrails or proper construction on the folds to heights greater than 20 feet. open sides and ends of each landing.

The most effective training is accomplished through ■ Integral prefabricated scaffold access frames monthly safety meetings. Set aside one hour each specifically designed and constructed can be used review training procedures, company policies AsAs always, always, thethe Florida Florida Roofing Roofing & Sheet & Sheet Metal Metal Expo Expo is month, FREE is FREE for for roofing roofing as ladder rungs. and utilize Toolbox Talks on various topics. Know that contractors. contractors.

Each representative representative non-exhibiting of non-exhibiting manufacturers, ■ InspectEach scaffolds and scaffoldofcomponents for manufacturers, some employees may have a language barrier and visible defects ONLY by a competent person bedistributors distributors andand suppliers suppliers willwill be be charged charged a $295 a $295 feefee andand service service providers providers provide information that they will understand. Make it fore each work shift and after any occurrence that a priority to train each employee and bring them home willwill be be charged charged a $995 a $995 fee fee for for entry entry to the to the Expo Expo hall. hall. could affect a scaffold’s structural integrity. safely.

FRM ■ Scaffolds that have been damaged or weakened A badge A badge is required is required to enter to enter thethe Expo.

Expo.

Skip Skip thethe lineline at at thethe Registration Registration need to be immediately repaired, replaced or reDesk Desk by by registering registering in advance! in advance! floridaroof.com floridaroof.com FRSA Members can access dozens of Toolbox Talks moved from service until repaired. in English and Spanish through the Member Login

FLORIDAROOF.COM FLORIDAROOF.COM

IMPORTANT IMPORTANTNOTICE NOTICE

section of the website, www.floridaroof.com.

2023 2023FRSA FRSA

Charity CharityofofChoice Choice Enriching Enriching thethe lives lives of young of young adults adults on on thethe verge verge of homelessness. of homelessness.

Dozens Dozens of Central of Central Florida Florida young young adults adults have have lived lived at The at The Faine Faine House, House, opened opened their their firstfirst bank bank account, account, found found employment, employment, attended attended technical technical school school or earned or earned a college a college degree. degree.

Through Through TheThe Faine Faine House, House, young young adults adults have have thethe chance chance to to discover discover themselves themselves andand what what a future a future outside outside of the of the system system cancan hold. hold.

floridaroof.com/charityofchoice floridaroof.com/charityofchoice www.floridaroof.com | FLORIDA ROOFING

12 12

37

The Importance of Creating a Culture of Safety Tom Eifrid, Group Sales and Operations Manager, Ritz Safety Safety culture is the shared beliefs, attitudes and behaviors that shape the way people approach safety in a workplace. The key phrase here is shared beliefs: everyone in the organization, from leadership on down must believe that a safety-first approach is the only approach. While workers in the field face significant risks every day, all employees play a part in creating and maintaining a safe workplace culture. If you can’t do it safe, don’t do it at all.

outlines the company's commitment to safety and the steps it will take to ensure that all workers are safe on the job. This policy should be communicated to all workers and should be reviewed and updated regularly.

The Importance of Safety Culture in the Train workers: All Roofing Industry workers should receive Sadly, roofers have one of the highest rates of comprehensive safety fatalities in the construction industry. According to training before they the Occupational Safety and Health Administration begin work on a jobsite.

(OSHA), in 2020, there were 1,061 construction relat- This training should ed worker fatalities in the US with 401 fatalities due cover all the hazards they may face on the job, as well to falls from heights. Specifically, in 2020 there were as the procedures they should follow to stay safe.

108 fatalities among workers in the roofing industry Workers should also receive ongoing training and with 80 as a result of falls from height. refresher courses to ensure that they stay up to date To mitigate these risks, roofing companies must on the latest safety procedures and equipment. Your create a culture of safety that permeates every assuppliers and vendors are a wonderful source for pect of their operations. As stated above, this means this training and it is often offered as a value-added that safety must be a top priority for everyone in the service at no additional cost. organization, from the CEO to the newest worker on Provide personal protective equipment (PPE): the crew.

Workers should be provided with the appropriate A strong safety culture has obvious benefits. First personal protective equipment (PPE) for the job they and foremost, it saves lives. By prioritizing safety are doing. This may include hard hats, AED’s/first aid, and providing workers with the training, equipment safety glasses, gloves, fall protection equipment, heat and support they need to stay safe, companies can stress protection and respiratory protection equipreduce the number of accidents and injuries on the ment. Employers should ensure that PPE is regularly job. Providing proper personal protective equipment inspected and replaced as needed.

(PPE) is just one step in the process.

Promote open communication: Employers In addition, a strong safety culture can improve should encourage open communication between the company's bottom line. By reducing accidents workers and management regarding safety concerns. and injuries, companies can lower their workers' Workers should feel comfortable reporting hazards compensation costs and insurance premiums. They or unsafe practices to their supervisors without fear can also improve their reputation among customers of retribution. and potential employees, which can lead to increased Implement a safety incentive program: Many business and better recruitment. companies have found that implementing a safety incentive program can help improve their safety Creating a Culture of Safety culture. These programs reward workers for followCreating a culture of safety requires a comprehensive ing safety procedures and for reporting hazards or approach that addresses every aspect of the organi- unsafe practices. Incentives can include bonuses, gift zation. Here are some key steps to create a culture of cards or other rewards. safety: Conduct regular safety inspections: Employers Develop a safety policy: The first step in creating should conduct regular safety inspections of joba culture of safety is to develop a safety policy that sites to identify hazards and ensure that all workers 38

FLORIDA ROOFING | April 2023

are following safety procedures. Inspections should be conducted by a qualified safety professional and should be documented.

Emphasize leadership: Finally, creating a culture of safety requires strong leadership from the top down. Leaders should set a positive example by following safety procedures themselves and by emphasizing the importance of safety at all levels of the organization.

Conclusion

Safety culture is critical in the roofing industry. It is essential that companies prioritize safety in all aspects of their operations, from training and equipment to communication and leadership. By doing so, they can reduce the number of accidents and injuries on the job, improve their bottom line and protect the health and well-being of their workers.

In addition to the steps outlined above, roofing companies can also take advantage of resources offered by organizations such as OSHA and FRSA. These organizations offer a variety of training programs, safety guidelines and other resources to help improve safety culture.

Ultimately, creating a culture of safety requires a commitment from everyone in the organization. By working together and prioritizing safety above all else, you can create a safer, healthier workplace for workers and improve your overall business success.

FRM Tom Eifrid has 25 years of experience providing safety solutions as a manufacturer’s representative and as a distributor. He currently serves as Group Sales and Operations Manager at Ritz Safety based out of Tampa.

LAST CHANCE TO JOIN FRSA AT 1/2 PRICE! Access to Workers' Comp with FRSA SIF and an unmatched safety and training program.

Technical Building Code support, discounts on advertising, HR and legal services.

Access to FRSA Credit Union for all your banking needs and our residential roof loan program.

Discounts and sponsorship opportunities at FRSA's Convention & Expo.

JOIN BY APRIL 28, 2023. DOES NOT APPLY TO PAST MEMBERS DROPPED WITHIN THE LAST THREE YEARS. 800-767-3772 ext. 142.

WWW.FLORIDAROOF.COM

ANNA@FLORIDAROOF.COM

www.floridaroof.com | FLORIDA ROOFING

39

COTNEY CONSULTING GROUP John Kenney, CPRC, CEO, Cotney Consulting Group

Financial Projections and Budgets A great transformation in financial awareness begins in the roofing contracting business when you use financial information to look into your company’s future instead of the past. When financial data becomes relevant and interesting to company managers, they stop looking in the rear-view mirror to see what happened last year or month and begin to concern themselves with what’s happening now, in the coming month and year. When this change occurs, the entire financial process dramatically improves as it becomes more important to everyone, not just the accounting department, to get it right.

There may be a reluctance at first to create future financial information since most contractors are used to focusing on the here and now, especially on a project-to-project basis, but the skills are the same.

The projection process typically starts with building profit projections under various conditions, different volume levels, potential gross profit margins and overhead options until a likely, realistic and acceptable scenario is chosen. The forecast is then detailed and presented as a budget that serves as a road map in which your team is expected to conform in order to achieve your company’s profit model in the next year.

It’s best to have a solid understanding of some key conditions before beginning the projection process.

Financial capacity: Your company’s financial health, including all critical financial analysis areas and the company’s status with crucial creditors.

Operational capacity: What your company should do, can do and can’t perform in an operational sense, including determining the best type of work, key customers, the strength of field staff and estimating and a sense of your company’s capacity for getting and performing work.

Market conditions: The availability of profitable work by type, the strength of the competition, significant new opportunities and other conditions that help project the market in the future.

Your company will take on many unnecessary risks without accurately understanding these three conditions. The best strategy is to make the first two conditions known, leaving only the third factor, market conditions, as a variable. Understanding market conditions is the most challenging variable of the three and becomes the basis for the “what if” scenarios to build projections. Once you have a complete and accurate understanding of these three conditions, the best course of action can be developed for your company.

The Projection Process

The projection process aims to play out various external market scenarios, using the knowledge about 40

FLORIDA ROOFING | April 2023

the internal financial and operational capacities as a guide to the best solutions for your company.

The market scenarios are variations of projected volume and the related gross profit percentage, the first two elements of the profit model.

Explore three scenarios: optimistic, pessimistic and realistic. The realistic one should be selected as your model but the other two scenarios provide valuable options and insight into a plan. For example, some conservative moves in the pessimistic case can be considered in your realistic model or held in reserve if things worsen during the year.

Though it can be challenging to look at the big picture calculating these projections, you must spend more time considering the big-picture concepts of your company’s profit model than considering how much office expenses or phone bills have been costing.

Putting Your Projection to Use

Once you have settled on the projection, your company will use it for your forecast. Your forecast is then converted to a budget by adding sufficient detail in the expense areas. A budget is used for control purposes, which is your guide to help verify that your company is on track to accomplish the profit model you designed.

If your company has separate divisions or profit centers, the projections for each can be built separately and assembled. They can usually be input into your accounting system with the divisional breakout so you can assess them individually.

Short-Term Cash Flow Projections

Short-term projections should be for three months or less. The goal is to determine the expected cash effects of events that have already occurred or are well within sight. These short-term projections are useful if your company becomes cash-stressed when you take on additional work. Here are some steps you can use to set up a short-term cash projection: ■ Set up a spreadsheet for the next three months, broken down by week.

■ Using accounts receivable aging, divide the outstanding balances into the weeks you expect to

collect them. If expected collections fall later than the time frame you’re working on, they can be ignored for now and put into your future projection when they are collected.

■ Using the accounts payable aging, spread the outstanding balances into the weeks they are expected to be paid. They are the same as collections if they go beyond the time scope of the working spreadsheet.

■ Enter the expected payroll by week, including payroll-related cash outlays.

■ Using your job schedule, estimate the current month’s billings and costs and place them in the weeks expected to collect. Go into the following months, doing the same thing until the whole period is covered.

■ Put overhead expenses, loan payments and other known cash outlays into the weeks they are expected to be paid.

Once complete, the next three months are laid out with expected collections and payments. If your company becomes cash-stressed, a short-term projection will be critical to survival.

Let’s review the essential points of this article. To successfully establish a desirable profit model, first go through some pre-projection steps that assess key

internal factors, particularly financial and operational capacity, key external factors and market conditions.

Operating in a high-risk industry such as ours requires mitigating whatever risks are possible in these three areas.

After building the projection and checking it against other models, it can be used as a type of road map and guideline for your company. It is extremely beneficial to keep the projections updated over time as more accurate information becomes available. Over time, you will become more comfortable with making and using projections and plans for your company’s future.

FRM John Kenney, CPRC has over 45 years of experience in the roofing industry. He started his career by working as a roofing apprentice at a family business in the Northeast and worked his way up to operating multiple Top 100 Roofing Contractors. As CEO, John is intimately familiar with all aspects of roofing production, estimating and operations. During his tenure in the industry, John ran business units associated with delivering excellent workmanship and unparalleled customer service while ensuring his company’s strong net profits before joining Cotney Consulting Group. If you would like any further information on this or another subject, you can contact John at jkenney@cotneyconsulting.com.

FRSA Member Perk! Get your first month of R-Club membership for free.

Email aj@rooferscoffeeshop.com to get your discount code. www.floridaroof.com | FLORIDA ROOFING

41

Camille Austin, President, Elite Roofing Services, Inc., Tampa How did you get started in the roofing industry?

Around 1985, I was doing temporary work with a roofing company making $10 an hour. I was trying to get into real estate, but they needed a fill-in and ended up hiring me full-time as a Gatekeeper and Estimating Secretary. I maintained the Service Department while everyone was away in Homestead during Hurricane Andrew and started really understanding the business side of things. However, once the Service Department came back and saw I was making money, they took the department back from me (I was informed during the delivery of my first child). I then realized that I could, and should, do roofing on my own and so I did and brought in $1 million in sales my first year.

six of my kids and a few of my nieces and nephews.

Getting the entire family together is almost impossible, so when we do, it makes for a great vacation.

What is your dream job?

My dream job would be working as a commercial real estate agent and helping those in the roofing industry buy or sell their space. The community that the roofing industry provides is very supportive and being able to give back to each other makes all the difference.

How do you define success?

Success to me means knowing my purpose and doing the meaningful work that comes with it.

If you could spend time with three people, who would they be and why?

What’s your favorite part of the job?

The industry. I love that most of my competition is with Talking with Jesus, lunch with “Happy” (a roofing friend) and shopping with Ivanka Trump. people I’ve developed long friendships with and that Most rewarding about being involved in FRSA? if I ever needed help, they would have my back and The most rewarding thing about being involved in support me.

FRSA is the community that it comes with. No matter What’s the most unusual project you’ve been a part of?

Our most unusual project was working on the monorail your level of involvement, the FRSA community is metal roof of the Tampa International Airport. It was a always welcoming, full of opportunities and provides a place for roofers to share insights. great project to get, but the unusual part was that we

What advice would you give to someone interested in joining the roofing industry?

What do you consider a waste of time?

Know your target, focus on the niche and surround The biggest waste of time is people sharing their problems without attempting to have a solution. I say if yourself with people who are smarter than you are. Put you have a problem, bring it to my attention along with on your roller skates and enjoy the ride!

What would others be surprised to learn about you? a proposed solution.

I’m currently writing a book called, “Why I Fired You” What’s your favorite vacation? and make Christian t-shirts (Love of Christ) every Any vacation is my favorite vacation! One of my most Christmas to give away. memorable would be staying in a lake house with all FRM worked while the monorail was still operating!

Everyone pays the same workers' comp rate, but does your workers' comp insurance carrier provide you with the potential for a yearly dividend for operating safely? If not, you need to consider the FRSA Self Insurers Fund. These members received their share of $3 million during FRSA's Convention.

For more information about joining the Self Insurers Fund, contact Alexis at 800-767-3772 ext. 206 or by email: alexis@frsasif.com

SAVE TIME AND BE MORE EFFICIENT 28 Fully stocked locations throughout Florida to service your building material needs.

Homestead, FL 33032 (786) 829-2761

Leesburg, FL 34748 (352) 818-6120

Jacksonville, FL 32209 (904) 503-9400

Orlando, FL 32804 (407) 859-9997

Tallahassee, FL 32304 (850) 574-7600

Winter Haven, FL 33880 (863) 293-1555

Odessa, FL 33556 (813) 749-5354

St. Petersburg, FL 33716 (727) 565-4630

Orlando, FL 32804 (407) 291-7244

Sarasota, FL 34243 (941) 203-6320

Tampa, FL 33619 (813) 740-8790

Fort Pierce, FL 34982 (772) 466-3461

Fort Myers, FL 33916 (239) 935-5077

Stuart, FL 34997 (772) 223-8881

Deerfield Beach, FL 33442 (954) 969-8000

Vero Beach, FL 32960 (772) 778-0549

Miami, FL 33142 (305) 635-7177

Orlando, FL 32810 (321) 442-0061

Orlando, FL 32809 (407) 367-6246

Fort Lauderdale, FL 33315 (954) 525-1158

Ocala, FL 34474 (352) 622-3933

Riviera Beach, FL 33407 (561) 863-9899

Melbourne, FL 32904 (321) 369-7892

Clearwater, FL 33762 (727) 573-6075

Ormond Beach, FL 32174 (386) 301-4471

North Port, FL34289 (941) 732-1029

Palmetto, FL 34221 (941) 722-6800

Panama City, FL 32405 (850) 763-0851

BECN.COM

Find your local branch with the Beacon PRO+ Mobile App. Download the Mobile App today!