Exhibit E UFGS 07 61 14.00 20.pdf

USACE / NAVFAC / AFCEC / NASA UFGS- 07 61 14. 00 20 ( August 2016) Change 1 - 08/ 18 Pr epar i ng Act i v i t y: NAVFAC Super sedi ng UFGS- 07 61 14. 00 20 ( May 2011)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Januar y 2021

SECTION TABLE OF CONTENTS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 61 14.00 20

STEEL STANDING SEAM ROOFING

08/ 16, CHG 1: 08/ 18

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Field-Formed Seam

1.2.2 Snap Together Seam

1.2.3 Pre-Formed

1.2.4 Field-Formed

1.2.5 Roofing System

1.2.6 SSMRS

1.3 SYSTEM DESCRIPTION

1.3.1 Design Requirements

1.3.2 Design Conditions

1.3.2.1 Wind Uplift

1.3.2.2 Roof Live Loads

1.3.2.3 Thermal Movement

1.3.2.4 Deflection

1.3.3 Structural Performance

1.4 SUBMITTALS

1.5 DESIGN CALCULATIONS

1.6 QUALITY ASSURANCE

1.6.1 Preroofing Conference

1.6.2 Manufacturer

1.6.3 Manufacturer's Technical Representative

1.6.4 Installer's Qualifications

1.6.5 Single Source

1.6.6 Laboratory Tests For Panel Finish

1.6.7 Shop Drawing Requirements

1.7 WARRANTY

1.8 DELIVERY, STORAGE AND HANDLING

1.8.1 Delivery

1.8.2 Storage

1.8.3 Handling

PART 2 PRODUCTS

SECTION 07 61 14.00 20 Page 1

2.1 ROOFING PANELS

2.1.1 Material

2.1.2 Texture

2.1.3 Finish

2.1.3.1 Factory Color Finish

2.2 INTERMEDIATE SUPPORTS

2.3 ATTACHMENT CLIPS

2.4 ACCESSORIES

2.4.1 Closures

2.4.1.1 Rib Closures

2.4.1.2 Ridge Closures

2.4.2 Fasteners

2.4.2.1 Screws

2.4.2.2 Bolts

2.4.2.3 Automatic End-Welded Studs

2.4.2.4 Explosive Driven Fasteners

2.4.2.5 Rivets

2.4.3 Sealants

2.4.4 GASKETS AND INSULATING COMPOUNDS

2.5 THERMAL INSULATION

2.6 UNDERLAYMENT FOR WOOD SUBSTRATES

2.7 LINER PANELS

PART 3 EXECUTION

3.1 EXAMINATION

3.2 PROTECTION FROM CONTACT WITH DISSIMILAR MATERIALS

3.2.1 Cementitious Materials

3.2.2 Contact with Wood

3.3 INSTALLATION

3.3.1 Roof Panels

3.3.2 Insulation Installation

3.3.2.1 Rigid or Semi-Rigid Insulation

3.3.2.2 Blanket Insulation

3.3.3 Flashings

3.3.4 Flashing Fasteners

3.3.5 Rib and Ridge Closure/Closure Strips

3.4 PROTECTION OF APPLIED ROOFING

3.5 CLEANING

3.6 MANUFACTURER'S FIELD INSPECTION

3.7 COMPLETED WORK

3.8 INFORMATION CARD

3.9 SCHEDULE

3.10 FORM ONE

ATTACHMENTS:

Form 1

-- End of Section Table of Contents --

SECTION 07 61 14.00 20 Page 2

USACE / NAVFAC / AFCEC / NASA UFGS- 07 61 14. 00 20 ( August 2016) Change 1 - 08/ 18 Pr epar i ng Act i v i t y: NAVFAC Super sedi ng UFGS- 07 61 14. 00 20 ( May 2011)

UNI FI ED FACI LI TI ES GUI DE SPECI FI CATI ONS

Ref er ences ar e i n agr eement wi t h UMRL dat ed Januar y 2021

SECTION 07 61 14.00 20

STEEL STANDING SEAM ROOFING

08/ 16, CHG 1: 08/ 18

NOTE: Thi s gui de speci f i cat i on cover s t he r equi r ement s f or st eel st andi ng seam r oof i ng.

Adher e t o UFC 1-300-02 Uni f i ed Faci l i t i es Gui de Speci f i cat i ons ( UFGS) For mat St andar d when edi t i ng t hi s gui de speci f i cat i on or pr epar i ng new pr oj ect speci f i cat i on sect i ons. Edi t t hi s gui de speci f i cat i on f or pr oj ect speci f i c r equi r ement s by addi ng, del et i ng, or r evi s i ng t ext . For br acket ed i t ems, choose appl i cabl e i t em( s) or i nser t appr opr i at e i nf or mat i on.

Remove i nf or mat i on and r equi r ement s not r equi r ed i n r espect i ve pr oj ect , whet her or not br acket s ar e present.

Comment s, suggest i ons and r ecommended changes f or t hi s gui de speci f i cat i on ar e wel come and shoul d be submi t t ed as a Criteria Change Request (CCR) .

NOTE: Thi s gui de speci f i cat i on i s pr i mar i l y f or St r uct ur al St andi ng Seam Met al Roof i ng Syst ems ( SSMRS) , i . e. Sel f - Suppor t i ng Syst ems desi gned t o span f r om pur l i n t o pur l i n at s l opes as l ow as 1 i n 24 1/ 2 i nch per f oot ver sus ar chi t ect ur al c l addi ng syst ems t hat r equi r e cont i nuous suppor t , secondar y moi st ur e pr ot ect i on and sl opes no l ess t han 1 i n 4 3 i nches per f oot . St r uct ur al syst ems may be used f or ar chi t ect ur al appl i cat i ons wher eas ar chi t ect ur al syst ems cannot be used f or st r uct ur al appl i cat i ons.

I f an SSMRS syst em i s desi r ed pr i mar i l y f or ar chi t ect ur al pur poses use Sect i on 07 41 13 METAL ROOF PANELS; ot her wi se use t hi s sect i on.

NOTE: Desi gn ext er i or envel ope t o meet t he r equi r ement s of UFC 1- 200- 02, " Hi gh Per f or mance and

SECTION 07 61 14.00 20 Page 3

Sust ai nabl e Bui l di ng Requi r ement s" whi ch i nvokes t he r equi r ement s wi t hi n UFC 3- 101- 01, " Ar chi t ect ur e" .

UFC 1- 200- 02 and UFC 3- 101- 01 make r ef er ences t hr oughout t o var i ous ASHRAE document s gover ni ng ener gy ef f i c i ency and r equi r ement s f or t he component s of bui l di ng envel ope desi gn i ncl udi ng moi st ur e cont r ol and t her mal per f or mance.

NOTE: On t he dr awi ngs, show:

1. Roof s l ope

2. Suppor t i ng st r uct ur al f r amewor k.

3. I nt er medi at e suppor t and at t achment det ai l s, when appl i cabl e.

4. At t achment c l i p spaci ng.

5. Fl ashi ng suppor t and f ast eni ng spaci ng.

6. Roof vent i ng. ( Pay par t i cul ar at t ent i on t o pr event i ng i nf i l t r at i on of wi nd- dr i ven r ai n. )

7. Seal ant and cl osur e l ocat i ons.

8. Locat i ons f or di ssi mi l ar met al pr ot ect i on.

9. Det ai l s of accessor i es such as l adder s, wal kways, ant enna mount s, guy wi r e f ast eni ng, vent i l at i on equi pment , and l i ght ni ng r ods.

10. Det ai l s of f l ashi ng at al l r oof penet r at i ons.

On r oof pl an add not e t o of f set penet r at i ons so cent er of penet r at i ons coi nci de wi t h mi d- poi nt of panel seams.

11. Desi gn l oads i ncl udi ng st r ess di agr am.

12. Locat i on and at t achment of per manent f al l pr ot ect i on devi ces.

NOTE: When desi gni ng st andi ng seam r oof s, consi der :

1. Consul t wi t h manuf act ur er s ear l y i n desi gn st age t o obt ai n cur r ent manual s, speci f i c gui dance, and st r uct ur al i nf or mat i on r egar di ng r oof at t achment .

Ear l y cont act wi l l r educe need f or cor r ect i ons and changes dur i ng r evi ew pr ocess and const r uct i on phase. Ensur e t hat syst em det ai l ed and speci f i ed can be pr ovi ded by t hr ee separ at e manuf act ur er s.

2. Cal cul at e wi nd upl i f t f or ces i n accor dance wi t h UFC 1- 200- 01, " Gener al Bui l di ng Requi r ement s" .

Submi t cal cul at i ons and st r ess di agr am wi t h desi gn

SECTION 07 61 14.00 20 Page 4 r evi ew package.

3. Mi ni mum gui del i nes ar e 1 i n 24 1/ 2 i nch per f oot f or r oof s l opes. Pr ovi de gr eat er s l ope i f possi bl e. I n r enovat i on of exi st i ng bui l di ngs, adequat e s l ope must of t en be obt ai ned by i magi nat i ve sol ut i ons. Pr ef abr i cat ed st eel syst ems, s l eeper s, and st ub wal l s have been used successf ul l y, but at t achment and st r uct ur al st abi l i t y of t hese must be assur ed. I n some exi st i ng st r uct ur es i t wi l l be di f f i cul t t o desi gn st r ong connect i ons t o st r uct ur al syst em unl ess modi f i cat i ons ar e made t o r esi st wi nd f or ces adequat el y.

4. Fl ashi ng pr esent s a par t i cul ar desi gn pr obl em i n pr event i ng wi nd and wat er i nf i l t r at i on. Hi gh wi nds and t her mal movement cr eat e st r esses i n f l ashi ng whi ch must be r esi st ed by car ef ul det ai l i ng of attachment.

Whi l e st andi ng seam r oof i ng pr esent s cont i nuous, seal ed sur f ace t o t he el ement s, f l ashi ng t r ansi t i ons ar e of t en t he cause of ser i ous pr obl ems. Over hangs ar e especi al l y suscept i bl e t o hi gh wi nd f or ces, and at t achment at t he edges shoul d be car ef ul l y desi gned. Copi ous use of seal ant s and cl osur e pi eces mol ded t o conf or m t o t he r oof panel s i s imperative.

5. Bui l di ng may r equi r e equi pment such as ant ennae, l adder s or l i ght ni ng r ods i nst al l ed on r oof . Access t o r oof - mount ed mechani cal equi pment i s of t en r equi r ed. Pr ovi de wal ki ng sur f aces and at t achment accessor i es whi ch do not compr omi se i nt egr i t y of r oof syst em. These accessor i es shoul d pr ovi de suppor t wi t hout penet r at i ng r oof i ng panel s. Usual l y t hi s i s done wi t h c l amps at t ached t o st andi ng seam, or speci al l y desi gned cl i ps. Pr ovi de cur bs or st r uct ur al suppor t s f or mechani cal equi pment . Wher e condensat e or ot her pi pi ng wi l l be at t ached t o or come i n cont act wi t h r oof i ng panel s, ensur e t hat t he pi pi ng and anchor age mat er i al s ar e compat i bl e wi t h r oof panel base met al t o avoi d cor r osi on f r om gal vani c act i on. Ensur e t hat condensat e or ot her di schar ge of l i qui d ont o r oof panel s wi l l not st ai n or cor r ode panel f i ni sh and/ or base met al .

PART 1 GENERAL

1.1 REFERENCES

NOTE: Thi s par agr aph i s used t o l i s t t he publ i cat i ons c i t ed i n t he t ext of t he gui de speci f i cat i on. The publ i cat i ons ar e r ef er r ed t o i n t he t ext by basi c desi gnat i on onl y and l i s t ed i n t hi s par agr aph by or gani zat i on, desi gnat i on, dat e, and t i t l e.

SECTION 07 61 14.00 20 Page 5

Use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e when you add a Ref er ence I dent i f i er ( RI D) out si de of t he Sect i on' s Ref er ence Ar t i c l e t o aut omat i cal l y pl ace t he r ef er ence i n t he Ref er ence Ar t i c l e. Al so use t he Ref er ence Wi zar d' s Check Ref er ence f eat ur e t o updat e t he i ssue dat es.

Ref er ences not used i n t he t ext wi l l aut omat i cal l y be del et ed f r om t hi s sect i on of t he pr oj ect speci f i cat i on when you choose t o r econci l e r ef er ences i n t he publ i sh pr i nt pr ocess.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A653/A653M (2020) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A792/A792M (2010; R 2015) Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

ASTM A1008/A1008M (2020) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM D226/D226M (2017) Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing

ASTM D522/D522M (2017) Mandrel Bend Test of Attached Organic Coatings

SECTION 07 61 14.00 20 Page 6

ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss

ASTM D714 (2002; R 2017) Standard Test Method for Evaluating Degree of Blistering of Paints

ASTM D968 (2017) Standard Test Methods for Abrasion Resistance of Organic Coatings by Falling Abrasive

ASTM D1654 (2008; R 2016; E 2017) Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments

ASTM D2244 (2016) Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates

ASTM D2247 (2015) Testing Water Resistance of Coatings in 100% Relative Humidity

ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films

ASTM E84 (2020) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E1592 (2017) Standard Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM G152 (2013) Operating Open Flame Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

ASTM G153 (2013) Operating Enclosed Carbon Arc Light Apparatus for Exposure of Nonmetallic Materials

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

U.S. DEPARTMENT OF ENERGY (DOE)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

SECTION 07 61 14.00 20 Page 7

1.2 DEFINITIONS

1.2.1 Field-Formed Seam

Seams of panels so configured that when adjacent sheets are installed the seam is sealed utilizing mechanical or hand seamers. Crimped (45 degree bend), roll formed (180 degree bend), double roll formed (2 - 180 degree bends), and roll and lock systems are types of field-formed seam systems.

1.2.2 Snap Together Seam

Panels so configured that the male and female portions of the seam interlock through the application of foot pressure or tamping with a mallet. Snap-on cap configurations are a type of snap together system.

1.2.3 Pre-Formed

Formed to the final, less field-formed seam, profile and configuration in the factory.

1.2.4 Field-Formed

Formed to the final, less field-formed seam, profile and configuration at the site of work prior to installation.

1.2.5 Roofing System

The roofing system is defined as the assembly of roofing components, including roofing panels, flashing, fasteners, and accessories which, when assembled properly result in a watertight installation.

1.2.6 SSMRS

Standing Seam Metal Roof System (SSMRS) is abbreviation of the entire roof system specified herein with all components and parts coming from a single manufacturer's system.

1.3 SYSTEM DESCRIPTION

1.3.1 Design Requirements

a. Panels must be continuous lengths up to manufacturer's standard longest lengths, with no joints or seams, except where indicated or specified. Ribs of adjoining sheets must be in continuous contact from eave to ridge. Individual panels of snap together type systems must be removable for replacement of damaged material.

b. There must be no exposed or penetrating fasteners except where shown on approved shop drawings. Fasteners into steel must be stainless steel, zinc cast head, or cadmium plated steel screws inserted into predrilled holes. There must be a minimum of two fasteners per clip.

Single fasteners will be allowed when supporting structural members are prepunched or predrilled.

c. Snap together type systems must have a capillary break and a positive side lap locking device. Field-formed seam type systems must be mechanically locked closed by the manufacturer's locking tool. The seam must include a continuous factory applied sealant when required by the manufacturer to withstand the wind loads specified.

SECTION 07 61 14.00 20 Page 8

d. Roof panel anchor clips must be concealed and designed to allow for longitudinal thermal movement of the panels, except where specific fixed points are indicated. Provide for lateral thermal movement in panel configuration or with clips designed for lateral and longitudinal movement.

1.3.2 Design Conditions

Design the system to resist positive and negative loads specified herein in accordance with the AISI SG03-3 . Panels must support walking loads without permanent distortion or telegraphing of the structural supports.

1.3.2.1 Wind Uplift

NOTE: Det er mi ne appr opr i at e pr essur es t hat appl y t o var i ous por t i ons of r oof usi ng UFC 3- 301- 01 " St r uct ur al Engi neer i ng" f or st r uct ur al desi gn and wi nd l oad i nf or mat i on. Use cr i t er i a of l ocal bui l di ng code when t hei r pr ovi s i ons exceed NAVFAC/ AF cr i t er i a. I nser t cal cul at ed pr essur es i n t abl e;

r egar dl ess of cal cul at ed val ue, use 2. 25 kPa 45 psf mi ni mum f or Cl ass 90 syst ems.

Compute and apply the design uplift pressures for the roof system using a basic wind speed of [_____] kilometers per hour (km/h) miles per hour (mph) .

Roof system and attachments must resist the following wind loads, in kilopascals (kPa) pounds per square foot (psf) :

Negative

a. At eaves [_____]

b. At rakes [_____]

c. At ridge [_____]

d. At building corners [_____]

e. At central areas [_____]

The design uplift force for each connection assembly must be that pressure given for the area under consideration, multiplied by the tributary load area of the connection assembly, and multiplied by the appropriate factor of safety, as follows:

a. Single fastener in a connection: 3.0

b. Two or more fasteners in each connection: 2.25

1.3.2.2 Roof Live Loads

NOTE: Ref er t o UFC 3- 301- 01 " St r uct ur al Engi neer i ng" f or addi t i onal r equi r ement s.

SECTION 07 61 14.00 20 Page 9

Loads must be applied on the horizontal projection of the roof structure.

The minimum roof design live load must be 1 kPa 20 psf .

1.3.2.3 Thermal Movement

NOTE: I nser t desi gn l ow t emper at ur e f or t he pr oj ect l ocat i on as obt ai ned f r om UFC 3- 400- 02 " Desi gn:

Engi neer i ng Weat her Dat a. " Sel ect f i r st br acket ed opt i on f or unpai nt ed f i ni sh and l i ght col or s, sel ect second br acket ed opt i on f or dar k col or s.

System must be capable of withstanding thermal movement based on a temperature range of 5 degrees C 10 degrees F below [_____] degrees C F and[ 60 degrees C 140 degrees F .] [ 80 degrees C 180 degrees F .]

1.3.2.4 Deflection

Panels must be capable of supporting design loads between unsupported spans with deflection of not greater than L/180 of the span.

1.3.3 Structural Performance

NOTE: Ful l scal e t est i ng i s r equi r ed t o cer t i f y t he adequacy of t he SSMRS. Once a SSMRS i s cer t i f i ed f or a speci f i c l oadi ng condi t i on, t hat cer t i f i cat i on may be used f or f ut ur e pr oj ect s.

The structural performance test methods and requirements of the Standing Seam Roofing Systems (SSRS) must be in accordance with ASTM E1592.

1.4 SUBMITTALS

NOTE: Revi ew Submi t t al Descr i pt i on ( SD) def i ni t i ons i n Sect i on 01 33 00 SUBMI TTAL PROCEDURES and edi t t he f ol l owi ng l i s t , and cor r espondi ng submi t t al i t ems i n t he t ext , t o r ef l ect onl y t he submi t t al s r equi r ed f or t he pr oj ect . The Gui de Speci f i cat i on t echni cal edi t or s have cl assi f i ed t hose i t ems t hat r equi r e Gover nment appr oval , due t o t hei r compl exi t y or cr i t i cal i t y, wi t h a " G. " Gener al l y, ot her submi t t al i t ems can be r evi ewed by t he Cont r act or ' s Qual i t y Cont r ol Syst em. Onl y add a " G" t o an i t em i f t he submi t t al i s suf f i c i ent l y i mpor t ant or compl ex i n cont ext of t he pr oj ect .

For Ar my pr oj ect s, f i l l i n t he empt y br acket s f ol l owi ng t he " G" c l assi f i cat i on, wi t h a code of up t o t hr ee char act er s t o i ndi cat e t he appr ovi ng aut hor i t y. Codes f or Ar my pr oj ect s usi ng t he Resi dent Management Syst em ( RMS) ar e: " AE" f or Ar chi t ect - Engi neer ; " DO" f or Di st r i ct Of f i ce ( Engi neer i ng Di v i s i on or ot her or gani zat i on i n t he

SECTION 07 61 14.00 20 Page 10

Di st r i ct Of f i ce) ; " AO" f or Ar ea Of f i ce; " RO" f or Resi dent Of f i ce; and " PO" f or Pr oj ect Of f i ce. Codes f ol l owi ng t he " G" t ypi cal l y ar e not used f or Navy, Ai r For ce, and NASA pr oj ect s.

The " S" c l assi f i cat i on i ndi cat es submi t t al s r equi r ed as pr oof of compl i ance f or sust ai nabi l i t y Gui di ng Pr i nci pl es Val i dat i on or Thi r d Par t y Cer t i f i cat i on and as descr i bed i n Sect i on 01 33 00 SUBMI TTAL

PROCEDURES.

Choose t he f i r st br acket ed i t em f or Navy, Ai r For ce, and NASA pr oj ect s, or choose t he second br acket ed i t em f or Ar my pr oj ect s.

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are [for Contractor Quality Control approval.][for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.] Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Roofing ; G[, [_____]]

SD-03 Product Data

Roofing Panels ; G[, [_____]]

Energy Star Label for Steel Roofing Product ; S

Recycled Content for Steel Roofing Product ; S

[ Heat Island Reduction ; S

] Attachment Clips

Closures

Accessories

Fasteners

Sealants

[ Insulation , including Joint Sealing Measures for Vapor Barrier Facing

] Sample Warranty Certificate; G[, [_____]]

Submit for materials to be provided. Submit data sufficient to indicate conformance to specified requirements.

SD-04 Samples

Roofing Panel

SECTION 07 61 14.00 20 Page 11

Submit a 300 mm 12 inch long by full width section of typical panel.

[ For color selection, submit 50 by 100 mm 2 by 4 inch metal samples in color, finish and texture [specified] [selected].

[When colors are not indicated, submit samples of not less than six different manufacturer's standard colors for selection.]

] Accessories

Submit each type of accessory item used in the project including, but not limited to each type of anchor clip, closure, fastener, and leg clamp.

Sealants

Intermediate Support Section

Submit full size samples of each intermediate support section, 300 mm 12 inches long.

SD-05 Design Data

Design Calculations

SD-06 Test Reports

Field Inspection ; G

Submit manufacturer's technical representative's field inspection reports as specified in paragraph MANUFACTURER'S FIELD

INSPECTION.

NOTE: Thi s par agr aph r equi r es cer t i f i ed t est r epor t s f or st r uct ur al and f i ni sh t est s. I f t her e i s r eason t o r equi r e a f act or y t est r epor t f or ot her t est s, modi f y t hi s par agr aph accor di ngl y.

Structural Performance Tests

Finish Tests

SD-07 Certificates

Manufacturer's Technical Representative 's Qualifications

Statement of Installer's Qualifications

Submit documentation from roofing manufacturer proving the manufacturer's technical representative meets below specified requirements. Include name, address, telephone number, and experience record.

Submit documentation proving the installer is factory-trained, has the specified experience, and authorized by the manufacturer to install the products specified.

SECTION 07 61 14.00 20 Page 12

[ Coil Stock Compatibility; G[, [_____]]

Provide certification of coil compatibility with roll forming machinery to be used for forming panels without warping, waviness, and rippling not part of panel profile; to be done without damage, abrasion or marking of finish coating.

] SD-08 Manufacturer's Instructions

Installation Manual; G[, [_____]]

Submit manufacturers printed installation manual, instructions, and standard details.

SD-11 Closeout Submittals

Information Card

For each roofing installation, submit a typewritten card or photoengraved aluminum card containing the information listed on Form 1 located at the end of this section.

Warranty

1.5 DESIGN CALCULATIONS

NOTE: Ensur e t hat appr opr i at e desi gn l oads ar e speci f i ed i n par agr aph WI ND UPLI FT.

Provide design calculations prepared by a professional engineer specializing in structural engineering verifying that system supplied and any additional framing meets design load criteria indicated. Coordinate calculations with manufacturer's test results. Include calculations for:

Wind load uplift design pressure at roof locations specified in paragraph WIND UPLIFT.

Clip spacing and allowable load per clip.

Fastening of clips to structure or intermediate supports.

Intermediate support spacing and framing and fastening to structure when required.

Allowable panel span at anchorage spacing indicated.

Safety factor used in design loading.

Governing code requirements or criteria.

Edge and termination details.

1.6 QUALITY ASSURANCE

1.6.1 Preroofing Conference

SECTION 07 61 14.00 20 Page 13

NOTE: Consul t wi t h t he Cont r act i ng Of f i cer r esponsi bl e f or const r uct i on of t he pr oj ect t o det er mi ne who shoul d conduct t he conf er ence. For NAVFAC SE admi ni st er ed pr oj ect s, del et e t he opt i on of Cont r act or conduct i ng t he conf er ence and del et e t he l ast sent ence.

After submittals are received and approved but before roofing [and insulation] work, including associated work, is preformed, the [Contracting Officer will] [Contractor must] hold a preroofing conference to review the following:

a. The drawings and specifications

b. Procedure for on site inspection and acceptance of the roofing substrate and pertinent structural details relating to the roofing system

c. Contractor's plan for coordination of the work of the various trades involved in providing the roofing system and other components secured to the roofing

d. Safety requirements

The preroofing conference must be attended by the Contractor and personnel directly responsible for the roofing [and insulation] installation, [[mechanical] [and] [electrical] work], and the roofing manufacturer's technical representative. Conflicts among those attending the preroofing conference must be resolved and confirmed in writing before roofing work, including associated work, is begun. [Prepare written minutes of the preroofing conference and submit to the Contracting Officer.]

1.6.2 Manufacturer

The SSMRS must be the product of a metal roofing industry - recognized manufacturer who has been in the practice of manufacturing SSMRS for a period of not less than 5 years and who has been involved in at least 5 projects similar in size and complexity to this project.

1.6.3 Manufacturer's Technical Representative

The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products and with installations in the geographical area where construction will take place. The manufacturer's representative must be an employee of the manufacturer with at least 5 years experience in installing the roof system. The representative must be available to perform field inspections and attend meetings as required herein, and as requested by the Contracting Officer.

1.6.4 Installer's Qualifications

The roofing system installer must be factory-trained, approved by the steel roofing system manufacturer to install the system, and must have a minimum of three years experience as an approved applicator with that manufacturer. The applicator must have applied five installations of similar size and scope as this project within the previous 3 years.

SECTION 07 61 14.00 20 Page 14

1.6.5 Single Source

Roofing panels, clips, closures, and other accessories must be standard products of the same manufacturer; must be the latest design by the manufacturer; and must have been designed by the manufacturer to operate as a complete system for the intended use.

1.6.6 Laboratory Tests For Panel Finish

The term "appearance of base metal" refers to the metal coating on steel.

Panels must meet the following test requirements:

a. Formability Test: When subjected to a 180 degree bend over a 3 mm 1/8 inch diameter mandrel in accordance with ASTM D522/D522M, exterior coating film may show only slight microchecking and no loss of adhesion.

b. Accelerated Weathering Test: Withstand a weathering test for a minimum of 2000 hours in accordance with ASTM G152 and ASTM G153, Method 1 without cracking, peeling, blistering, loss of adhesion of the protective coating, or corrosion of the base metal. Protective coating that can be readily removed from the base metal with a penknife blade or similar instrument will be considered to indicate loss of adhesion.

c. Chalking Resistance: After the 2000-hour weatherometer test, exterior coating may not chalk greater than No. 8 rating when measured in accordance with ASTM D4214 test procedures.

d. Color Change Test:

NOTE: I n gener al , onl y col or s such as whi t e, bei ge, and t an wi l l not exceed t he 2 NBS uni t s r equi r ement . To al l ow f or heavi er pi gment ed col or s, speci f y col or change not t o exceed 5 NBS uni t s f or a 3000- hour weat her omet er t est .

After the [2000] [_____]-hour weatherometer test, exterior coating color change must not exceed [2] [_____] NBS units when measured in accordance with ASTM D2244 test procedure.

NOTE: For pr oj ect s l ocat ed i n hi gh t emper at ur e and humi di t y or cor r osi ve at mospher es or wher e pr emi um f i ni sh woul d be j ust i f i ed, use:

Sal t spr ay t est : Rat i ng of 10, no bl i st er s i n f i el d Rat i ng of 7, 2 mm 1/ 16 i nch edge cr eep

Abr asi on Resi st ance Test : 100 l i t er s

e. Salt Spray Test: Withstand a salt spray test for a minimum of 1000 hours in accordance with ASTM B117, including the scribe requirement in the test. Immediately upon removal of the panel from the test, the coating must receive a rating of [8, few blisters] [10, no blisters] in field as determined by ASTM D714; and an average rating of [6, 3

SECTION 07 61 14.00 20 Page 15 mm] [7, 2 mm] [6, 1/8 inch] [7, 1/16 inch] failure at scribe, as determined by ASTM D1654. Rating Schedule No. 1.

f. Abrasion Resistance Test for Color Coating: When subjected to the falling sand test in accordance with ASTM D968, coating system must withstand a minimum of [50][100][_____] liters of sand per mil thickness before appearance of base metal.

g. Humidity Test: When subjected to a humidity cabinet test in accordance with ASTM D2247 for 1000 hours, a scored panel must show no signs of blistering, cracking, creepage, or corrosion.

h. Gloss Test: The gloss of the finish must be 30 plus or minus 5 at an angle of 60 degrees, when measured in accordance with ASTM D523.

[ i. Glare Resistance Test:

NOTE: The r equi r ement s f or gl ar e r esi st ance shoul d be i ncl uded onl y when speci f i cal l y r equi r ed by t he f aci l i t y f or cr i t i cal gl ar e ar eas such as cont r ol t ower s or ot her st r uct ur es wher e gl ar e can be an oper at i onal hazar d. Ref er t o UFC 4- 211- 01N, " Ai r cr af t Mai nt enance Hangar s" f or assi st ance i n det er mi ni ng cr i t i cal gl ar e ar eas. Del et e gl oss t est above i f t hi s par agr aph i s i ncl uded.

Surfaces of panels that will be exposed to the exterior must have a specular reflectance of not more than 10 when measured in accordance with ASTM D523 at an angle of 85 degrees. Specular reflectance may be obtained with striations or embossing. Requirements specified under FORMABILITY TEST will be waived if necessary to conform to this requirement.

] 1.6.7 Shop Drawing Requirements

Submit roofing drawings to supplement the instructions and diagrams.

Include design and erection drawings containing an isometric view of the roof showing the design uplift pressures and dimensions of edge, ridge and corner zones; and show typical and special conditions including flashings, materials and thickness, dimensions, fixing lines, anchoring methods, sealant locations, sealant tape locations, fastener layout, sizes, and spacing, terminations, penetrations, attachments, and provisions for thermal movement. Details of installation must be in accordance with the manufacturer's Standard Instructions and details or the SMACNA 1793.

Prior to submitting shop drawings, have drawings reviewed and approved by the manufacturer's technical engineering department.

1.7 WARRANTY

NOTE: Thi s war r ant y par agr aph may be used wi t h t hi s gui de speci f i cat i on wi t hout speci al aut hor i zat i on.

Furnish manufacturer's no-dollar-limit materials and workmanship warranty for the roofing system. The warranty period must be not less than 20 years from the date of Government acceptance of the work. The warranty

SECTION 07 61 14.00 20 Page 16 must be issued directly to the Government. The warranty must provide that if within the warranty period the metal roofing system becomes non-watertight or shows evidence of corrosion, perforation, rupture or excess weathering due to deterioration of the roofing system resulting from defective materials or installed workmanship the repair or replacement of the defective materials and correction of the defective workmanship must be the responsibility of the roofing system manufacturer. Repairs that become necessary because of defective materials and workmanship while roofing is under warranty must be performed within 7 days after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within the specified period of time will constitute grounds for having the repairs performed by others and the cost billed to the manufacturer. In addition, provide a 2 year contractor installation warranty.

1.8 DELIVERY, STORAGE AND HANDLING

Deliver, store, and handle preformed panels, bulk roofing products and other manufactured items in a manner to prevent damage or deformation.

1.8.1 Delivery

Provide adequate packaging to protect materials during shipment. Crated materials must not be uncrated until ready for use, except for inspection.

Immediately upon arrival of materials at the jobsite, inspect materials for damage, dampness, and staining. Replace damaged or permanently stained materials that cannot be restored to like-new condition with satisfactory material. If materials are wet, remove the moisture and re-stack and protect the panels until used.

1.8.2 Storage

Stack materials on platforms or pallets and cover with tarpaulins or other suitable weathertight covering which prevents water trapping or condensation. Store materials so that water which might have accumulated during transit or storage will drain off. Do not store the panels in contact with materials that might cause staining, such as mud, lime, cement, fresh concrete or chemicals. Protect stored panels from wind damage.

1.8.3 Handling

Handle material carefully to avoid damage to surfaces, edges and ends.

PART 2 PRODUCTS

2.1 ROOFING PANELS

NOTE: Cer t ai n r oof i ng pr oduct s ar e r equi r ed t o conf or m t o publ i c l aw ( PL) 109- 58 - Ener gy Pol i cy Act of 2005 ( EPAct 05) by meet i ng or exceedi ng Ener gy St ar or FEMP ef f i c i ency r equi r ement s at " ener gy- ef f i c i ent pr oduct s" at http://energy.gov/eere/femp/energy-and-water-efficient-products .

NOTE: Faci l i t i es wi t h domi nant cool i ng l oads and/ or

SECTION 07 61 14.00 20 Page 17 i n mi l d or war m cl i mat e zones ar e r equi r ed t o meet " cool r oof i ng" r equi r ement s of FEMP. Cool r oof desi gn must f ol l ow t he r equi r ement s i n UFC 3- 110- 03 Roof i ng, Appendi x B and ASHRAE 90. 1 Chapt er 5, f or t he desi gn of i nsul at i on and ener gy per f or mance of t he bui l di ng. The r oof i ng syst em wi l l need t o i ncl ude a t op sur f ace l ayer t hat meet s t he Ener gy St ar cr i t er i a f or Cool Roof Pr oduct s see http://www.energystar.gov/products/certified-products/detail/roof-products .

NOTE: I f a cool r oof i s not sel ect ed i n ASHRAE zones 1 t hr u 3, desi gn must meet one of t he except i on r equi r ement s l i s t ed i n ASHRAE 90. 1 Chapt er 5 or pr ovi de t her mal i nsul at i on above t he deck wi t h an R val ue of 33 or gr eat er . Coor di nat e t hese r equi r ement s wi t h i nsul at i on desi gn and specifications.

Ret ai n t he next t o l ast br acket ed sent ence f or pr oj ect wi t h cool r oof r equi r ement . Ret ai n t he l ast br acket ed sent ence f or pr oj ect wi t h sust ai nabl e t hi r d par t y cer t i f i cat i on cr edi t r equi r ement f or r educed heat i s l and ef f ect .

Provide panel s with interlocking ribs for securing adjacent sheets and with concealed clip fastening system for securing the roof covering to structural framing members. Fasteners must not penetrate the panels except at the ridge, eave, rakes, penetrations, and end laps. Backing plates and ends of panels at end laps must be predrilled or prepunched.

Factory prepare ends of panels to be lapped by trimming part of seam, die-setting, or swaging ends of panels. Individual sheets must be sufficiently long to cover the entire length of any unbroken roof slope when such slope is 9 meters 30 feet or less. Provide panels that extend over two or more spans when length of run exceeds 9 meters 30 feet .

Obtain Contracting Officer (KO) approval for sheets longer than 9 meters 30 feet before submitting shop drawings. Sheets must provide not less than 300 mm 12 inches of coverage (width) in place. Provide panels with a minimum corrugation height of [45] [57] [76] mm [1.75] [2.25] [3.0] inches (nominal). Make provisions for expansion and contraction at either ridge or eave, consistent with the type of system to be used. Form panels from coil stock without warping, waviness or ripples not part of the panel profile, and free of damage to the finish coating system.

Provide steel roofing product that is Energy Star labeled. Provide data identifying Energy Star label for steel roofing product .[ Provide solar reflectance product with an initial solar reflectance greater than or equal to 0.25 and a solar reflectance greater than or equal to 0.15 three years after installation under normal conditions.][ Provide emittance and reflectance percentages, solar reflectance index values, [and] slopes [_____], to meet sustainable third party certification requirements for Heat Island Reduction .]

2.1.1 Material

NOTE: Resear ch shows t he pr oduct i s avai l abl e f r om US nat i onal manuf act ur er s above t he mi ni mum r ecycl ed cont ent st at ed. Some manuf act ur er s and r egi ons have

SECTION 07 61 14.00 20 Page 18 hi gher per cent ages.

Zinc-coated steel conforming to ASTM A653/A653M , Z275 G90 coating designation or aluminum-zinc alloy coated steel conforming to ASTM A792/A792M , AZ 165 AZ 55 coating. Provide material with a minimum thickness of 0.6 mm 0.023 inch thick (24 gage) minimum except when mid field of roof is subject to design wind uplift pressures of 3 kPa 60 psf or greater, entire roof system must have a minimum thickness of 0.8 mm

0.030 inch (22 gage) . Steel roofing materials must contain a minimum of 30 percent total recycled content. Provide data identifying percentage of recycled content for steel roofing product .[ Prior to shipment, treat mill finish panels with a passivating chemical and oil to inhibit the formation of oxide corrosion products. Dry, retreat, and re-oil panels that have become wet during shipment or storage but have not started to oxidize.]

2.1.2 Texture

NOTE: St ucco embossi ng i s a mechani cal pr ocess t hat i mpar t s some st r uct ur al st r engt h t o t he st eel and r educes t he vi sual ef f ect of oi l - canni ng. Embossed t ext ur e i s s l i ght l y mor e expensi ve t han smoot h t ext ur e but shoul d be consi der ed f or use on hi gh vi s i bi l i t y pr oj ect s.

[Stucco embossed.][ Smooth.][ Smooth with raised intermediate ribs for added stiffness.]

2.1.3 Finish

NOTE: Choose f i ni sh appr opr i at e f or t he pr oj ect .

I n gener al , hangar s, war ehouses, and ot her ut i l i t ar i an st r uct ur es may use unpai nt ed f i ni sh t o r educe cost . ASTM A792/ A792M ( Gal val ume) shoul d be speci f i ed onl y f or cor r osi ve envi r onment s when unpai nt ed f i ni sh i s r equi r ed. Del et e par agr aph LABORATORY TESTS FOR PANEL FI NI SH and r ef er ence t o f i ni shes when unpai nt ed f i ni sh i s speci f i ed. Some pai nt col or s ar e subst ant i al l y mor e cost l y t han ot her s, due t o scar ci t y of pi gment s.

[Unpainted][Factory color finish].

[ 2.1.3.1 Factory Color Finish

NOTE: Pr ovi de cl ear edge coat i ng on al l met al panel s f or pr oj ect s wi t hi n t he sal t spr ay ar ea of t he ocean ( wi t hi n 300 f eet of t he wat er ) .

NOTE: Check wi t h t he f aci l i t y r egar di ng col or sel ect i on. Use onl y manuf act ur er ' s st andar d

SECTION 07 61 14.00 20 Page 19 col or s. Del et e t hi s subpar agr aph i f unpai nt ed f i ni sh has been sel ect ed. Speci f y 0. 050 mm 0. 2 mi l pr i me coat i f under si des of panel s ar e t o be f i el d pai nt ed, t he same coat i ng as ext er i or i f under si des of panel s ar e t o be exposed and a pr emi um coat i ng i s desi r ed, ot her wi se use 0. 0125 mm 0. 5 mi l wash coat .

Provide factory applied, thermally cured coating to exterior and interior of metal roof and wall panels and metal accessories. Provide exterior finish top coat of [70 percent resin polyvinylidene fluoride][_____] with not less than [0.005 mm][0.020 mm][_____] [0.2 mil][0.8 mil][_____] dry film thickness. Provide exterior primer [standard with panel manufacturer][_____] with not less than [0.005 mm][0.020 mm] [0.2 mil][0.8 mil] dry film thickness. Interior finish must consist of [ [0.005 mm] [0.2 mil] dry film thickness prime coat][ [0.0125 mm] [0.5 mil] dry film thickness backer coat][the same coating and dry film thickness as the exterior coating][_____]. Provide exterior [and interior ]coating meeting test requirements specified below. Tests must have been performed on the same factory finish and thickness provided.[ Provide clear factory edge coating on all factory cut or unfinished edges.]

] 2.2 INTERMEDIATE SUPPORTS

Fabricate panel subgirts, subpurlins, T-bars, Z-bars and tracks from galvanized steel conforming to ASTM A653/A653M , Z275 G90 , Grade D ( 1.6 mm thick 16 gage and heavier), Grade A ( 1.3 mm thick 18 gage and lighter); or steel conforming to ASTM A36/A36M, ASTM A1011/A1011M , or ASTM A1008/A1008M prime painted with zinc-rich primer. Size, shape, thickness and capacity as required to meet the load[, insulation thickness] and deflection criteria specified.

2.3 ATTACHMENT CLIPS

Fabricate clips from ASTM A1011/A1011M , or ASTM A1008/A1008M steel hot-dip galvanized in accordance with ASTM A653/A653M , Z275 G 90 , or Series 300 stainless steel. Size, shape, thickness and capacity as required to meet the load, insulation thickness and deflection criteria specified.

2.4 ACCESSORIES

Sheet metal flashings, [gutters,] [downspouts,] trim, moldings, closure strips, pre-formed crickets, caps, equipment curbs, and other similar sheet metal accessories used in conjunction with preformed metal panels must be of the same material as used for the panels. Provide metal accessories with a factory color finish to match the roofing panels, except that such items which will be concealed after installation may be provided without the finish if they are stainless steel. Metal must be of a thickness not less than that used for the panels. Thermal spacer blocks and other thermal barriers at concealed clip fasteners must be as recommended by the manufacturer except that wood spacer blocks are not allowed.

2.4.1 Closures

2.4.1.1 Rib Closures

Corrosion resisting steel, closed-cell or solid-cell synthetic rubber, neoprene or polyvinyl chloride pre-molded to match configuration of rib

SECTION 07 61 14.00 20 Page 20 opening. Material for closures must not absorb water.

2.4.1.2 Ridge Closures

Metal-clad foam or metal closure with foam secondary closure matching panel configuration for installation on surface of roof panel between panel ribs at ridge and headwall roof panel flashing conditions and terminations. Foam material must not absorb water.

2.4.2 Fasteners

Zinc-coated steel, corrosion resisting steel, zinc cast head, or nylon capped steel, type and size specified below or as otherwise approved for the applicable requirements. Design the fastening system to withstand the design loads specified. Exposed fasteners must be gasketed or have gasketed washers on the exterior side of the covering to waterproof the penetration. Washer material must be compatible with the covering; have a minimum diameter of 10 mm 3/8 inch for structural connections; and gasketed portion of fasteners or washers must be neoprene or other equally durable elastomeric material approximately 3 mm 1/8 inch thick.

2.4.2.1 Screws

Not smaller than 4.75 mm No. 14 diameter if self-tapping type and not smaller than 4 mm No. 12 diameter if self-drilling and self-tapping.

2.4.2.2 Bolts

Not smaller than 6 mm 1/4 inch diameter, shouldered or plain shank as required, with proper nuts.

2.4.2.3 Automatic End-Welded Studs

Automatic end-welded studs must be shouldered type with a shank diameter of not smaller than 5 mm 3/16 inch and cap or nut for holding covering against the shoulder.

2.4.2.4 Explosive Driven Fasteners

Fasteners for use with explosive actuated tools must have a shank diameter of not smaller than 4 mm 0.145 inch with a shank length of not smaller than 13 mm 1/2 inch for fastening to steel and not smaller than 25 mm 1 inch for fastening to concrete.

2.4.2.5 Rivets

Blind rivets must be stainless steel with 3 mm 1/8 inch nominal diameter shank. Rivets must be threaded stem type if used for other than the fastening of trim. Rivets with hollow stems must have closed ends.

2.4.3 Sealants

Elastomeric type containing no oil or asphalt. Exposed sealant must cure to a rubberlike consistency. Concealed sealant must be the non-hardening type. Seam sealant must be factory-applied, non-skinning, non-drying, and must conform to the roofing manufacturer's recommendations.

Silicone-based sealants must not be used in contact with finished metal panels and components unless approved otherwise by the Contracting Officer.

SECTION 07 61 14.00 20 Page 21

2.4.4 GASKETS AND INSULATING COMPOUNDS

Nonabsorptive and suitable for insulating contact points of incompatible materials. Insulating compounds must be nonrunning after drying.

[ 2.5 THERMAL INSULATION

NOTE: I nsul at i on shoul d be i ncl uded i n appr opr i at e sect i on. Most manuf act ur er s r ecommend bat t s wi t h mi ni mum t hi ckness of 38 mm 1 1/ 2 i nches f or st andi ng seam syst ems t o mi ni mi ze condensat i on on under si de of r oof i ng sheet s and f or sound at t enuat i on. Spacer bl ocks shoul d be r equi r ed wi t h i nsul at i on. 100 mm 4 inches ( R 25) i s t he r ecommended maxi mum t hi ckness.

Flexible blanket, rigid, or semi-rigid faced with a flexible vapor retarder. Insulation and facing must have a flame-spread rating of 50 or less in accordance with ASTM E84. Vapor retarder facing must have a permeance rating of 0.05 perm or less. Provide a thermal resistance "R" value of [_____] or more. [Exposed insulation must have a white nondusting and nonshedding finish.] Facings [and finishes] must be factory-applied.

][ 2.6 UNDERLAYMENT FOR WOOD SUBSTRATES

NOTE: I ncl ude t hi s ar t i c l e wher e r oof cover i ngs ar e appl i ed t o wood decks.

ASTM D226/D226M, Type I perforated, covered by water-resistant rosin sized building paper.

] 2.7 LINER PANELS

Fabricate liner panels of the same material as roof panels, and formed or patterned to prevent waviness and distortion. Liner panels must have a factory applied, one mil thick minimum painted coating on the inside face and a prime coat on the liner side.

PART 3 EXECUTION

Do not install building construction materials that show visible evidence of biological growth.

3.1 EXAMINATION

Examine surfaces to receive standing seam metal roofing and flashing.

Ensure that surfaces are plumb and true, clean, even, smooth, as dry and free from defects and projections which might affect the installation.

3.2 PROTECTION FROM CONTACT WITH DISSIMILAR MATERIALS

3.2.1 Cementitious Materials

Paint metal surfaces which will be in contact with mortar, concrete, or other masonry materials with one coat of alkali-resistant coating such as

SECTION 07 61 14.00 20 Page 22 heavy-bodied bituminous paint.

3.2.2 Contact with Wood

Where metal will be in contact with wood or other absorbent material subject to wetting, seal joints with sealing compound and apply one coat of heavy-bodied bituminous paint.

3.3 INSTALLATION

NOTE: I ncl ude br acket ed sent ences wher e r oof cover i ngs ar e appl i ed di r ect l y t o wood decks.

Install in accordance with the approved manufacturer's erection instructions, shop drawings, and diagrams. Panels must be in full and firm contact with attachment clips. Where prefinished panels are cut in the field, or where any of the factory applied coverings or coatings are abraded or damaged in handling or installation, they must, after necessary repairs have been made with material of the same color as the weather coating, be approved before being installed. Seal completely openings through panels. Correct defects or errors in the materials. Replace materials which cannot be corrected in an approved manner with nondefective materials. Provide molded closure strips where indicated and where necessary to provide weathertight construction. Use shims as required to ensure attachment clip line is true. Use a spacing gage at each row of panels to ensure that panel width is not stretched or shortened.[ Provide one layer of asphalt-saturated felt placed perpendicular to roof slope, covered by one layer of rosin-sized building paper placed parallel to roof slope with side laps down slope and attached with roofing nails. Overlap side and end laps 75 mm 3 inches , offset seams in building paper with seams in felt.]

3.3.1 Roof Panels

Apply roofing panels with the standing seams parallel to the slope of the roof. Provide roofing panels in longest practical lengths from ridge to eaves (top to eaves on shed roofs), with no transverse joints except at the junction of ventilators, curbs, skylights, chimneys, and similar openings. Install flashing to assure positive water drainage away from roof penetrations. Locate panel end laps such that fasteners do not engage supports or otherwise restrain the longitudinal thermal movement of panels. Form field-formed seam type system seams in the field with an automatic mechanical seamer approved by the manufacturer. Attach panels to the structure with concealed clips incorporated into panel seams. Clip attachment must allow roof to move independently of the structure, except at fixed points as indicated.

[ 3.3.2 Insulation Installation

NOTE: For appl i cat i ons wher e per meabi l i t y i s a cr i t i cal consi der at i on, seal i ng of t he i nsul at i on j oi nt s or ot her met hods of pr ovi di ng cont i nui t y of t he vapor r et ar der must be speci f i ed. Over al l r oof const r uct i on shoul d be r evi ewed t o assur e per meabi l i t y i s consi st ent wi t h r equi r ement s speci f i ed f or t he vapor r et ar der .

SECTION 07 61 14.00 20 Page 23

Install between covering and…