HomeMy WebLinkAboutEngineering Approvals--- ��� STRUCTURAL~ ENGINEERING PROF'ESSYONAL,S, INC.
StNtCtm•al INfechanical & CiL41 Engineering �iirc�lin1.011:111t1711f5
ENGINEERING APPROVALS:
A. The engineer shall approve all work completed.
B. The engineer shall determine any disputes regarding reasonableness of repairs involving system
integrity.
GENERAL R_EQ-1- iREMENTS
Contractor Responsible for Means and Methods:
The primary purpose of the Engineer's visits at the site will be to provide the Owner a greater degree
of confidence that Work is being completed in accordance with requirements and specifications. On
the other hand, the Engineer has no authority over nor responsibility for- the Contractor's means,
methods, techniques, sequences or procedures, so long as they do not conflict with the approved and
agreed upon contract work schedule or specifications, of construction selected by the Contractor.
The Engineer is not responsible for safety precautions and programs or for any failure of the
Contractor to comply with laws, rules, or regulations.
Interpretation of Requirements
The Engineer shall act as initial interpreter of the requirements of the Contract Documents and judge
the acceptability of the Contractor's Work there under, making decisions in writing on all claims of
Owner and Contractor relating to acceptability of the interpretation of requirements. Accordingly,
the Engineer shall not be liable for the results on any such interpretations or decision rendered in
good faith.
Reuse of Documents / Ownership:
This document and all other documents including Drawings. and Specifications prepared and .
furnished by the Engineer are instruments of service in respect to the current Project. Engineer
retains ownership and property interest therein whether or not the Project is completed. The Owner-
may make and retain copies of such in connection with the use of the Project. However, such
documents are not intended or represented to be suitable for reuse by the Owner, Contractor or
others on extension of the Project or on any other Project.
Administrative Responsibilities
1. The Contractor shall be responsible for the on time maintenance of the construction Project
Schedule and general supervision of the Work to be performed. if for any reason the Project
Schedule is to change, the Contractor is responsible to update the Project Schedule and
submit revisions to Engineer and Owner. This does not alter in any way performance or
completions dates as stipulated by the Contract.
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STRUCTURAL ENGINEERING PROFESSIONALS. INC.
------'�j� ---• Stl-1011r(71, :\1�?cliclr�rc�ll & Cry. rl Lri%;>>hc�rni(;* C0>i i�lt�tlit-;
2. The Contractor shall read, become acquainted, and educate his supervisory staff regarding
the specifications for his subcontractor's fixed equipment and the like to be incorporated and
attached or built into the Work and familiarize himself with their requirements and
responsibilities to enable the required coordination and proper supervisioll.
3. The Contractor shall cooperate with and assist the Subcontractors in the preparation of
constme-tion, Progress and procedures. Project Schedide, delivPrlec, and their effect nn the
overall Project progress and completion. The Subcontractors shall cooperate in getting their
work and the Work of their subcontractors completed according to the Project Schedule as
prepared and maintained by the contractor. Each Subcontractor shall immediately notify the
Contractor of any delay in delivery of products or the Project Schedule date of completion
that may affect the total progress of the construction.
4. The Contractor shall. verify grades, lines, levels, and dimensions as shown on the drawings
and shall report errors and inconsistencies discovered in the information furnished to
Engineer.
5. The Contractor shall supply all labor, materials, and equipment necessary for the proper and
total completion of the required Work as per the Engineer's specifications.
Permits, Fees, and Notices
Except as specifically approved by the Owner in writing, the Contractor shall secure and pay
for all licenses as may be necessary for the proper execution and completion of his Work,
which are applicable at the time the bids are received whether or not effective or scheduled to
go into effect, and shall obtain and pay the cost of any approvals, permits, and fees that may
be required by local authorities.
2. Contractor shall pay all applicable sales, consumers and use taxes.
3. Contractor shall qualify and obtain all required permits. All Subcontractor permits are to be
secured by the Contractor or Subcontractor as the Contractor may determine and are to be
verified by the contractor.
4. A copy of all required pennits, licenses, certificates, and approvals shall be delivered to the
Engineer and a copy shall be posted in a prominent location at the Project site prior to the
commencement of the Work.
5. The Contractor shall give notices and comply with laws, ordinances, riles, regulations, and
orders of public authority bearing on the performance of his Work. If the Contractor /J
observes that the Contract Documents are at variance therewith, he shall promptly notify the
Engineer in writing and necessary changes shall be adjusted by appropriate notification. If
the Contractor performs any Work knowing or should have knowing it to be contrary to such
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
struc-tirral, kfeC1rnrri,--W1 Cii,il En irieeriw Consultant<
laws, ordinances, rules and regulations, and without such notice to the Engineer, the
Contractor shall assume full responsibility and shall bear costs attributable thereto.
Substitutions
The Engineer will consider formal requests from the Contractor for substitution of products in place
of those specified, except in cases of items specifically followed by the words "no substitutions".
Such written request should include the following:
1. Complete data substantiating compliance with contract intent.
2. Product identifications, manufacturer's literature, reference standards.
3. Detailed description of proposed method.
4. Itemized comparison of proposed substitution with specified product.
5. Changes to construction Project Schedule, if any.
6. Accurate cost comparisons between substitute and that specified.
7. No substitution shall be used without prior Owner's and Engineer's written approvals.
Submittals
The Contractor shall submit with a letter of transmittal to the Engineer two (2) sets of checked and
approved product specifications for materials and components to be installed and not specified
herein for the Engineer's review and written approval. Any materials order without the Engineer's
written approval shall not be used on the Project and shall not be paid for by the Owner.
Mobilization / Staging Area
The Contractor is to submit his requirements for a staging area to the Owner for written approval
prior to starting Work. The Owner shall then provide Contractor with a suitable area for use. At the
end of each working day, all equipment, ladders, materials, supplies, vehicles, etc. must be returned
to the staging area and working area left clean. Protection of this area is the sole responsibility of the
Contractor and it shall be left in a clean, safe, and acceptable manner.
Utilities
The Contractor may use at no cost to the Contractor water and electricity available on the Owner's
property for the performance of the work. The Contractor at his expense shall provide utility
requirements beyond those available on site.
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1 S`1-'RUC`l-URAQ_ ENG8NEEPRING PROFESS90NALS, INC;.
Strrrctrrr(I/, Nitclunrical & Ciz,il Eiic ineerbig Cmisidtants
Public Construction Inspections:
Contractor shall determine requirements for and obtain inspection of all work and trades as necessary
and as required by the local building official(s).
STUCCO RI FT ► R,
1. Before plaster is applied, surfaces to be plastered shall be carefully examined by the
Contractor. The Engineer shall be notified of unsatisfactory surfaces or conditions.
Application of plaster shall not proceed until any imperfections, irregularities and
unsatisfactory conditions that may compromise the final finish shall be corrected and ready
to receive work.
2. Proceeding with the application will constitute acceptance of the substrate by the Contractor.
Any corrective effort required to correct the substrate after application of the stucco will be at
the Contractor's sole expense.
a. Masonry: Verify joints are cut flush and surface is ready to receive work of the
Section. Verify no bituminous or water repellent coatings exist on masonry surfaces
that would affect the adhesion of the stucco finish.
b. Concrete: Verify surfaces are flat, honeycomb is filled flush, and the surface is ready
to receive work of this Section. Verify no bituminous, water repellent, or form
release agents exist on concrete surfaces that are detrimental to plaster.
c. Grounds and Blocking: Verify items within walls for other Sections of work have
been installed.
Preparation
1. Limits of stucco and counter flashing removal shall be saw cut to permit installation of new
counter flashing with minimum four inch coverage over top of base flashings. Remove all
stucco material and sheet material below saw cut.
2. Roughen and clean masonry and concrete surfaces to the degree required to achieve
mechanical bond. Apply bonding agent where needed for adhesion. Surfaces to receive
stucco shall be damp without visible surface water.
Cement Plastering (Stucco)
1. Cement plastering shall be 2-coat work, thickness to match existing.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Shucf]!ra7 Mechanical & Ciz47 F11v111e,i-i11�� CO-115lilti7lff'
2. Mixing: Use mechanical mixers of approved type. Keep mixer and tools clean. Re -
tempering will not be permitted.
3. Scratch Coat: Shall be mixed by volume as follows: One part Portland cement, 3 parts sand,
10 percent lime. Scratch coat shall be applied with pressure and heavily cross -scratched.
4. Finich C aNA, Shall he mixed by volinrne. as follows- One part white-, Pnrtlanri �PmPnt' 3 nartg
sand, 10 percent lime.
ROOF WARR N,ry
Manufacturer's No Dollar Limit (NDL) Warranty. The manufacturer shall provide the owner with
the manufacturer's warranty providing labor and materials for 25 years from the date the warranty is
issued.
The contractor shall guarantee the workmanship and shall provide the owner with the contractor's
warranty covering workmanship for a period of 2 years from completion date.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
t1-1(Cf11)"ii1, NIC'Cil(I11iC611 L^':.it-il LN`'l!(C'P111f`� l_C?lfsidtant.;
MANUFACTURER'S SPECIFICATIONS
(CSI FORMAT)
SECTION 07 52 16
STYRENE-BUTADIENE-STYRENE (SBS) MODIFIED BITUMINOUS MEMBRANE ROOFING
PART1 GENERAL
1.01 SUMMARY
A. Work shall include, but is not limited to, the following:
1. Preparation of existing concrete roof deck, and all flashing substrates.
2. SBS-modified bitumen base ply cold adhesive -applied.
3. SBS-modified bitumen cap sheet heat -welded.
4. SBS-modified bitumen membrane flashings.
5. Liquid -applied, reinforced flashings.
6. All related materials and labor required to complete specified roofing
necessary to receive specified manufacturer's warranty.
1.02 RELATED SECTIONS
A. Division 072713 — Modified Bituminous Sheet Vapor Retarders
1.03 DEFINITIONS
A. ASTM D 1079-Definitions of Term Relating to Roofing and Waterproofing.
B. The National Roofing Contractors Association (NRCA) Roofing and Waterproofing
Manual, Fifth Edition Glossary.
1.04 REFERENCES
A. AMERICAN SOCIETY OF CIVIL ENGINEERS - Reference Document ASCE 7,.
Minimum Design Loads for Buildings and Other Structures.
B. AMERICAN STANDARD OF TESTING METHODS (ASTM):
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Rp STRUCTURAL ENGINEERING PROI✓ESSIONALS,INC.
tirr•ucht►al, A�lic' ianical �.T Civil Lri irtecriu�; co11.>rrlfrilr(
1. ASTM C 836 -' Standard Specification for High Solids Content, Cold Liquid -
Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing
Course.
2. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants
3. ASTM D 41 - Standard Specification for Asphalt Primer Used in Roofing,
Damp proofing, and Waterproofing.
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4. no i iVi L� J iL- OLClllticilU :3iia� iilt,dlii7n Ilil As pp iJaCu ill i�uliiing.
5. ASTM D 1863 — Standard Specification for Mineral Aggregate Used on Built -
Up Roofs.
6. ASTM D 1970 - Standard Specification for Self -Adhering Polymer Modified
Bituminous Sheet Materials Used as Steep Roofing Underlayment for Ice
Dam Protection.
7. ASTM D 2178 - Standard Specification for Asphalt Glass Felt Used in Roofing
and Waterproofing.
8. ASTM D 3019 - Standard Specification for Lap Cement Used with Asphalt Roll
Roofing, Non-Fibered, Asbestos-Fibered, and Non-Asbestos-Fibered.
9. ASTM D 3746 - Standard Test Method for Impact Resistance of Bituminous
Roofing System.
10. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos -
Free.
11. ASTM D 4601 - Standard Specification for Asphalt -Coated Glass Fiber Base
Sheet Used in Roofing.
12. ASTM D 5147 - Standard Test Methods for Sampling and Testing Modified
Bituminous Sheet Material.
13. ASTM D 5849 - Standard Test Method for Evaluating Resistance of Modified
Bituminous Roofing Membrane to Cyclic Fatigue (Joint Displacement)
14. ASTM D 6162 - Standard Specification for Styrene Butadiene Styrene (SBS)
Modified Bituminous Sheet Materials Using a Combination of Polyester and
Glass Fiber Reinforcements.
15. ASTM D 6163 - Standard Specification for Styrene Butadiene Styrene (SBS)
Modified Bituminous Sheet Materials Using Glass Fiber Reinforcements.
16. ASTM D 6164 - Standard Specification for Styrene Butadiene Styrene (SBS)
Modified Bituminous Sheet Materials Using Polyester Reinforcements.
17. ASTM D 6298 - Standard Specification for Fiberglass Reinforced Styrene-
Butadiene-Styrene (SBS) Modified Bituminous Sheets with a Factory Applied
Metal Surface.
18. ASTM D 7379 - Standard Test Methods for Strength of Modified Bitumen
Sheet Material Laps Using Cold Process Adhesive.
19. ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings.
20. ASTM E 1980 - Standard Practice for Calculating Solar Reflectance Index of C
Horizontal and Low -Sloped Opaque Surfaces.
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751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 3340E
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Strtictural, &Cli`1i �'11��I11r'erin�; �0)I�flli'r71fP
C. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)::
1. ANSI/SPRI/FM 4435/ES-1 Wind Design Standard for Edge System Used with
Low Slope Roofing System.
2. ANSI/SPRI FX-1, Standard Field Test Procedure for Determining the
Withdrawal Resistance of Roofing Fasteners.
3. ANSI/SPRI IA-1, Standard Field Test Procedure for Determining the
• • hal'i1cr.l Uplift
-lift Resistance
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Substrates.
4. ANSI/FM 4474- American National Standard for Evaluating the Simulated
Wind Resistance of Roof Assemblies Using Static Positive and/or Negative
Differential Pressures.
D. CANADIAN GENERAL STANDARDS BOARD (CGSB):
Jr. CGSB 37-GP 56M- Standard for: Modified Bituminous, Prefabricated, and
Reinforced for Roofing.
E. COOL ROOF RATING COUNCIL (CRRC)
F. EPA ENERGY STAR
G. FACTORY MUTUAL (FM):
1. FM 4450 - Approval Standard - Class l Insulated Steel Roof Decks.
2. FM 4470 - Approval Standard - Class I Roof Covers.
H. FLORIDA BUILDING CODE (FBC):
1. 2020 Florida Building Code (FBC).
I. NATIONAL ROOFING CONTRACTORS' ASSOCIATION (NRCA).
1. UL 790 Standard Test Methods for Fire Tests of Roof Coverings.
2. UL 1256 — Fire Test of Roof Deck Constructions.
1.05 ACTION SUBMITTALS
A. Product Data Sheets: Submit manufacturer's product data sheets, installation
instructions and/or general requirements for each component.
B. Safety Data Sheets: Submit manufacturer's Safety Data Sheets (SDS) for each
component.
C. Sample warranty from the manufacturer and contractor.
D. Provide roof plan and representative detail drawings.
1.06 INFORMATIONAL SUBMITTALS
A. Submit a letter from the roofing manufacturer indicating the contractor is an authorized
applicator.
1.07 CLOSEOUT SUBMITTALS
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3 K3� STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structrrrnl, 1-1eCflRlliCal & Civil Engineering Consultants
A. Warranty: Provide manufacturers and contractor's warranties upon project completion.
1.08 QUALITY ASSURANCE
A. MANUFACTURER QUALIFICATIONS:
1.
Manufacturer shall have 20 years of manufacturing experience.
2.
vianufa Curer shaii have irained tedillica; Service 1G-'pleseoidiives ennpiuyed
by the manufacturer, independent of sales.
3.
Manufacturer shall provide site visit reports in a timely manner.
B. CONTRACTOR QUALIFICATIONS:
1.
Contractor shall be authorized by the manufacturer to install specified
materials prior to the bidding period through satisfactory project completion.
2.
Applicators shall have completed projects of similar scope using same or
similar materials specified.
3.
Contractor shall provide full time, on -site superintendent or foreman
experienced with the specified roofing from beginning through satisfactory
project completion.
4.
Applicators shall be skilled in the application methods for all materials.
5.
Contractor shall maintain a daily record, on -site, documenting material
installation and related project conditions.
6.
Contractor shall maintain a copy of all submittal documents, on -site, available
at all times for reference.
1.09 DELIVERY, STORAGE AND HANDLING
A. Refer to each product data sheet or other published literature for specific requirements.
B. Deliver materials and store them in their unopened, original packaging, bearing the
manufacturer's name, related standards, and any other specification or reference
accepted as standard.
C. Protect and store materials in a dry, well -vented, and weatherproof location. Only
materials to be used the same day shall be removed from this location. During cold
weather, store materials in a heated location, removed only as needed for immediate
use.
D. When materials are to be stored outdoors, store away from standing water, stacked
on raised pallets or dunnage, at least 4 in or more above ground level. Carefully cover
storage with "breathable" tarpaulins to protect materials from precipitation and to
prevent exposure to condensation.
E. Carefully store roof membrane materials delivered in rolls on -end with selvage edges
up. Store and protect roll storage to prevent damage.
4`
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S`fRUCTURA,ENGNEERING PROFESSIONALS, INC.
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Stl-iictilrrl IJec:lirruic:crl & G-Pil Enoinccriirg C:oii,itltci�it..
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F. Properly dispose of all product wrappers, pallets, cardboard tubes, scrap, waste, and
debris. All damaged materials shall be removed from job site and replaced with new,
suitable materials.
1.10 SITE CONDITIONS
A. SAFET T .
1. The contractor shall be responsible for complying with all project -related
safety and environmental requirements.
2. Heat -welding shall include heating the specified membrane ply using propane
roof torches or electric hot-air welding equipment. The contractor shall
determine when and where conditions are appropriate to utilize heat -welding
equipment. When conditions are determined by the contractor to be unsafe
to proceed, equivalent SBS-modified bitumen materials and methods shall be
utilized to accommodate requirements and conditions.
3. Refer to NRCA CERTA recommendations, local codes and building owner's
requirements for hot work operations.
4. The contractor shall review project conditions and determine when and where
conditions are appropriate to utilize the specified liquid -applied, or semi -solid
roofing materials. When conditions are determined by the contractor to be
unsafe or undesirable to proceed, measures shall be taken to prevent or
eliminate the unsafe or undesirable exposures and conditions, or equivalent
approved materials and methods shall be utilized to accommodate
requirements and conditions.
5. The contractor shall review project conditions and determine when and where
conditions are appropriate to utilize the specified hot asphalt -applied
materials. When conditions are determined by the contractor to be unsafe or
undesirable to proceed, measures shall be taken to prevent or eliminate the
unsafe or undesirable exposures and conditions, or equivalent approved
materials and methods shall be utilized to accommodate requirements and
conditions. .
6. The contractor shall refer to product Safety Data Sheets (SDS) for health,
safety, and environment related hazards, and take all necessary measures
and precautions to comply with exposure requirements.
B. ENVIRONMENTAL CONDITIONS:
1. Monitor substrate temperature and material temperature, as well as all
environmental conditions such as ambient temperature, moisture, sun, cloud
cover, wind, humidity, and shade. Ensure conditions are satisfactory to begin
work and ensure conditions remain satisfactory during the installation of !
specified materials. Materials and methods shall be adjusted as necessary to
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STRUCTURAL. ENGINEERING PROFESSIONALS, INC.
titrnctitrrrl, kfechanical & Civil Engineering C011Srtltc71itS
accommodate varying project conditions. Materials shall not be installed
when conditions are unacceptable to achieve the specified results.
2. Precipitation and dew point: Monitor weather to ensure the project
environment is dry before, and will remain dry, during the application of roofing
materials. Ensure all roofing materials and. substrates remain above the dew
point temperature as required to prevent condensation and maintain dry
l'o luillull5.
3. Cold adhesive application: Primer, where used, shall be fully dry before
proceeding. During cold weather, store the specified membrane adhesives,
flashing cements and mastics. in heated storage areas. Take all necessary
measures and monitor application conditions, to ensure the adhesive and
cement materials are no less than 70°F (21 °C) at the point of contact with the
membrane.
4. Heat -Welding Application: Take all necessary precautions and measures to
monitor conditions .to ensure all environmental conditions are safe to use roof
torches and hot-air welding equipment. Combustibles, flammable liquids and
solvent vapors that represent a hazard shall be eliminated. Flammable
primers and cleaners shall be fully dry before proceeding with heat_welding
operations. Prevent or protect wood, paper, plastics and other such
combustible materials from direct exposure to open flames from roof torches.
Refer to NRCA CERTA recommendations.
1.11 PERFORMANCE REQUIREMENTS
A. FIRE CLASSIFICATION:
1. Performance testing shall be in accordance with UL 790, ASTM E108, FM
4450 or FM 4470 to meet the 1/4:12 roof slope requirement.
a. Meets requirements of UL Class A or FM Class A.
2. Performance testing shall be in accordance with UL 1256, FM 4450 or FM
4470 to meet the specified requirements for interior flame spread and fuel
contribution.
a. Meets requirements of UL 1256, or .FM Class 1.
B. ROOF SLOPE:
1. Finished roof slope for SBS modified bitumen surfaces shall be % inch per
foot (2 percent) minimum for roof drainage.
C. IMPACT RESISTANCE:
1. Performance testing for impact resistance shall be in accordance with FM
4450, FM 4470, ASTM D3746 or CGSB 37-GP 56M to meet the specified �n
impact resistance requirements. (�
a. Meets requirements for FM-SH Severe Hail), ASTM D3746, or CGSB
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37-GP 56M.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Sf.l-ItCf711-i7r, _.Free 1Q12(i-l7r u� (_ lillr ET��11YCE'1'(Il �Qil>llrf(7i1fti
PART 2 PRODUCTS
2.01 MANUFACTURER
A. SINGLE SOURCE MANUFACTURER: All SBS modified bitumen membrane and
flashing sheets shall be manufactured by a single supplier with 20 years or more
manufacturing history in the US.
1. Comply with the Manufacturer's requirements as necessary to provide the
specified warranty.
B. PRODUCT QUALITY ASSURANCE PROGRAM: Manufacturer shall be an ISO 9001
registered company. A `Quality Compliance Certificate (QCC) for reporting/confirming
the tested values of the SBS-Modified Bitumen Membrane Materials will be supplied
upon request.
C. ACCEPTABLE MANUFACTURER:
1. SOPREMA, located at: 310 Quadral Dr.; Wadsworth, OH 44281; Tel: 800-
356-3521; Tel: 330-334-0066; Website: www.soprema.us.
2.02 ROOFING SYSTEM
A. ROOFING SYSTEM BASIS OF DESIGN: SOPREMA
1. The roof membrane assembly shall consist of a multi -ply, prefabricated,
reinforced, homogeneous Styrene-Butadiene-Styrene (SBS) block copolymer
modified asphalt membrane, secured to a prepared substrate. Reinforcement
mats shall be impregnated (saturated) and coated with a high quality SBS
modified bitumen blend. The cross section of the the sheet material shall
contain no oxidized or non-SBS modified bitumen.
2.03 SBS-MODIFIED BITUMEN MEMBRANES
1. BASE PLY, COLD ADHESIVE:
a. SOPREMA SOPRALENE 180 PS 3.0: SBS-modified bitumen
membrane with sand on the bottom surface and plastic burn -off film on
the top surface for heat -welding side and end -laps and heat welding
sheets above. Non -woven polyester reinforcement. Meets or exceeds
ASTM D6164, Type I, Grade S, per ASTM D5147 test methods:
i. Thickness: 118 mils (3.0 mm)
ii. Width: 39.4 in (1 m)
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2.
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Nfechmlicxrl & Ch'il En im.:vi-iiia Considtivit
iii. Length: 32.8 ft (10 m)
iv. Roll weight: 80 lb (36.4 kg)
V. Net mass per unit area, Ib/100 sq ft (g/sq m):
a) 74.5 lb (3637 g)
vi.. Peak load.@ 0°F (-180C), Ibf/in (kN/m).
a) MD 115 Ibf/in (20.1 kN/m), XMD 90 Ibf/in (15.8 kN/m)
vii. Elongation at peak load @ O"F (-18'C), Ibf/in (kNim):
a) MD 35%, XMD 40%
viii. Peak load @ 73.4°F (230C), Ibf/in (kN/m):
a) MD 85 Ibf/in (14.9,kNlm), XMD 65 Ibf/in (11.4 kN/m)
ix. Elongation at peak load @ 73.4°F (230C), Ibf/in (kN/m):
a) MD 55%, XMD 60%
X. Ultimate Elongation @ 73.4°F (23°C), Ibf/in (kN/m):
a) MD 65%, XMD 80%
Xi. Tear Strength @ 73.4°F (230C), Ibf (N):
a) , MD 125 Ibf (556 N), XMD 85 IV (378 N)
A. Low temperature flexibility, OF (°C):
a) MD/XMD: -15°F (-26°C)
xiii. Dimensional stability, %:
a) MD/XMD: Less than 0.5%
xiv. Compound stability, OF (°C):
a). MD/XMD: 240°F (116°C)
MID PLY, HEAT -WELDED:
a. SOPREMA SOPRALENE FLAM 180: SBS-modified bitumen
membrane with plastic burn -off film on top and bottom surfaces. Non-
woven polyester reinforcement. Meets or exceeds ASTM D6164, Type
I, Grade S, per ASTM D5147 test methods:
i. Thickness: 118 mils (3.0 mm)
ii. Width: 39.4 in (1 m)
iii. Length: 32.8 ft (10 m)
iv. Roll weight: 81 lb (36.7 kg)
V. Net mass per unit area, Ib/100 sq ft (g/sq m):
a) 75 lb (3662 g)
vi. Peak load @ O°F (A 8°C), Ibf/in (kN/m).
a) MD 115 Ibf/in (20.1 kN/m), XMD 90 Min (15.8 kN/m)
vii. Elongation at peak load @ 0°F (-18°C), Ibf/in (kN/m):
a) MD 35%, XMD 40%
viii. Peak load @ 73.4°F (230C), Ibf/in (kN/m):
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l STRUCTURAL ENGINEERING PROFESSIONALS, INC.
f1'llit111'rIl, :fi(?Cl1r7112i 11 �T Civil Ell7ilri�t°1"lli�� �,i�l1al17 alita
a) MD 85 Ibf/in (14.9 kN/m), XMD 65 Ibf/in (11.4 kN/m)
ix. Elongation at peak load @ 73.4°F (230C), Ibf/in (Mrn):
a) MD 55%, XMD 60%
X. Ultimate Elongation @ 73.4°F (231C), Ibf/in (kN/m):
a) MD 65%, XMD 80%
Xi. Tear Strength @ 73.4°F (230C), ibf (N):
a) MD 125 lbf (556 N), XMD 85 IV (378 N)
xii. Low temperature flexibility, OF (°C):
a) MD/XMD: -15°F (-26°C)
xiii. Dimensional stability, %:
a) MD/XMD: Less than 0.5%
Av. Compound stability, OF (°C):
a) MD/XMD: 240°F (116°C)
3. FLASHING BASE PLY, HEAT -WELDED:
a. SOPREMA SOPRALENE FLAM 180: SBS-modified bitumen
membrane with. plastic burn -off film on top and bottom surfaces. Non-
woven polyester reinforcement. Meets or exceeds ASTM D6164, Type
I, Grade S, per ASTM D5147 test methods:
i. Thickness: 118 mils (3.0 mm)
ii. Width: 39.4 in (1 m)
M. Length: 32.8 ft (10 m)
iv. Roll weight: 81 lb (36.7 kg)
V. Net mass per unit area, Ib/100 sq ft (g/sq m):
a) 75 lb (3662 g)
vi. Peak load @ 0°F (-180C), Ibf/in (kN/m).
a) MD 115 lbf/in (20.1 kN/m), XMD 90 Ibf/in (15.8 kN/m)
vii. Elongation at peak load @ 0°F (-181C), Ibflin (kN/m):
a) MD 35%, XMD 40%
viii. Peak load @ 73.4°F (230C), Ibf/in (kN/m):
a) MD 851bf/in (14.9 kN/m), XMD 65 Ibf/in (11.4 kN/m)
ix. Elongation at peak load @ 73.4°F (231C), Ibflin (Mm):
a) MD 55%, XMD 60%
X. Ultimate Elongation @ 73.4°F (230C), Ibf/in (kN/m):
a) MD 65%, XMD 80%
Xi. Tear Strength @ 73.4°F (230C), Ibf (N):
a) MD 125 IV (556 N), XMD 85 Ibf (378 N) C
xii. Low temperature flexibility, OF (°C):
a) MD/XMD: -15°F (-26°C)
xiii. Dimensional stability, %:
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
tructi7ral, �Alfech(711i0l & Civil Engineering ( on-sulfill1t5
a) MD/XMD: Less than 0.5%
xiv. Compound stability, OF (°C):
a) MD/XMD: 240°F (116°C)
B. CAP SHEET:
1. CAP SHEET, HEAT -WELDED:
a. SOPREMA SOPRALENE. FLAM 180 FR GR (SG): SBS-modified
bitumen membrane Cap Sheet with a burn -off film bottom surface and
mineral granule top surface. Non -woven polyester reinforced. UL
Class A for specified roof slope requirements. Meets or exceeds ASTM
D6164, Type I, Grade G, per ASTM D5147 test methods:
i. Thickness: 157 mils (4.0 mm)
ii. Width: 39.4 in (1 m)
iii. Length: 32.8 ft (10 m)
iv. Roll weight: 118 lb (53.5 kg)
V. Net mass per unit area, Ib/100 sq ft (g/sq m):
a) 110 lb (5371 g)
vi. Peak load @ 0°F (-180C), Ibf/in (kN/m).
a) MD 115 Ibf/in (20.1 kN/m), XMD 90 Ibf/in (15.8 kN/m)
vii. Elongation at peak load @ 0°F (-181C), Ibf/in (kN/m):
a) MD 35%, XMD 40%
viii. Peak load @ 73.4°F (231C), Ibf/in (kN/m):
a) MD 85 Ibf/in (14.9 kN/m), XMD 65 Ibf/in (11.4 kN/m)
ix. Elongation at peak load @ 73.4°F (23°C), Ibf/in (kN/m):
a) MD 55%, XMD 60%
X. Ultimate Elongation @ 73.4°F (23°C), Ibf/in (kN/m):
a) MD 65%, XMD 80%
Xi. Tear Strength @ 73.4°F (230C), Ibf (N):
a) MD 125 Ibf (556 N), XMD 85 lbf (378 N)
A. Low temperature flexibility, OF (°C):
a) MD/XMD: -15°F (-26°C)
xiii. Dimensional stability, %:
a) MD/XMD: Less than 0.5%
xiv. Compound stability, OF (°C):
a) MD/XMD: 240OF (1160C)
xv. Granule Surfacing: ; n
a) White mineral granules.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
h'tldll7'(71, &' Ciz4l E1t.gIIIt.erhi�� Consultant
b) SOPREMA SG GRANULE: Highly reflective, bright
white mineral granule surfacing, listed by the Cool Roof
Rating Council (CRRC).
C. FLASHING CAP SHEET
1. FLASHING CAP SHEET, HEAT -WELDED:
a. SOPREMA SOPRALENE FLAM 180 FR GR (SG): SBS-modified
bitumen membrane Cap Sheet with a burn -off film bottom surface and
mineral granule top surface. Non -woven polyester reinforced. UL
Class A for specified roof slope requirements. Meets or exceeds ASTM
D6164, Type I, Grade G
i. Thickness: 157 mils (4.0 mm)
ii. Width: 39.4 in (1 m)
iii. Length: 32.8 ft (10 m)
iv. Roll weight: 118 lb (53.5 kg)
V. Net mass per unit area, Ib/100 sq ft (g/sq m):
a) 110 lb (5371 g)
vi. Peak load @ 0°F (-180C), lbf/in (kN/m).
a) MD 115 Ibf/in (20.1 kN/m), XMD 90 Ibf/in (15.8 kN/m)
Mi. Elongation at peak load @ O°F (-18eC), Ibf/in (kN/m):
a) MD 35%, XMD 40%
viii. Peak load @ 73.4°F (230C), Ibf/in (kN/m):
a) MD 85 Ibf/in (14.9 kN/m), XMD 65 Ibf/in (11.4 kN/m)
ix. Elongation at peak load @ 73.4°F (23°C), Ibf/in (kN/m):
a) MD 55%, XMD 60%
X. Ultimate Elongation @ 73.4°F (23eC), Ibf/in (kN/m):
a) MD 65%, XMD 80%
A Tear Strength @ 73.4°F (230C), Ibf (N):
a) MD 125 Ibf (556 N), XMD 85 Ibf (378 N)
xii. Low temperature flexibility, OF (°C):
a) MD/XMD: -15OF (-26eC)
AL Dimensional stability, %:
a) MD/XMD: Less than 0.5%
xiv. Compound stability, OF (°C):
a) MD/XMD: 240°F (1160C)
xv. Granule Surfacing:
a) White mineral granules.
b) SOPREMA SG GRANULE: Highly reflective, bright
white mineral granule surfacing, listed by the Cool Roof
Rating Council (CRRC).
�0
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---r---= � j,�� STRUCTURAL ENGINEERING PROFESSIONALS, INC.
titruCtr.11171, Xfechani.ctW & Ciz?il Engineering (.,01h;1i1 711hz
2.04 ACCESSORIES
A. PRIMERS:
1. SOPREMA ELASTOCOL 500 Primer: Asphalt cut -back primer. Primer for
the preparation of merbrane substrates for asphalt, heat -welded, hot asphalt
and COLPLY ADHESIVE, solvent -based, cold adhesive -applied and cement
applications
a. Meets or exceeds ASTM D41
b. VOC content: 350 g/L or less.
B. MEMBRANE ADHESIVES:
1. SOPREMA COLPLY EF ADHESIVE: Premium, non -toxic, low odor, solvent -
free, polymeric membrane adhesive for use with all SBS-modified bitumen
sanded base ply and all Cap Sheet membrane applications.
a. VOC Content: 32 g/L or less VOC Content.
b. Meets or exceeds ASTM D7379
C. FLASHING CEMENT
1. SOPREMA COLPLY FLASHING CEMENT: SBS-modified bitumen
membrane flashing cement for use with sanded base ply flashing and granule -
surfaced Cap Sheet flashing.
a. VOC Content: 250 g/L or less.
b. Meets or exceeds ASTM D4586
2. SOPREMA COLPLY EF FLASHING CEMENT: Premium , non -toxic, low -
odor, solvent -free, polymeric membrane flashing cement for use with sanded
base ply and all sanded Cap Sheet flashing applications.
a. VOC Content: 32 g/L or less VOC Content.
D. GENERAL PURPOSE ROOFING CEMENT AND MASTIC
1. SOPREMA SOPRAMASTIC: SBS Mastic. Fiber -reinforced, roofing cement,
packaged in 5 gallon pails. General purpose roofing cement for low -slope
roofing used for sealing membrane T joints and membrane edges along
terminations, transitions and at roof penetrations.
a. VOC Content: 190 g/L or less.
b. Meets or exceeds ASTM D4586, Type I, Class 11.
2. SOPREMA SOPRAMASTIC: SBS Mastic. Fiber -reinforced, roofing cement,
packaged in 10.4 oz caulk tubes. General purpose roofing cement for low -
slope roofing used for sealing membrane T joints and membrane edges along
terminations, transitions and at roof penetrations.
a. VOC Content: 190 g/L or less. Ad
b. Meets or exceeds ASTM D4586, Type I, Class 11.
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`�--- ' '_E3T_ Rl.;~C_ TURAL ENGINEERING PROFESSIONALS, INC.
"ti11,171, :' 'yl :if Iiil.tI! i^ l.li'll r 11��Ii1r'e'Y„i`? t_C'fl'Z1.1 iiil.�
3. SOPREMA SBL ROOF CEMENT: Asbestos -free, trowel grade elastomeric
utility cement.
a. VOC Content: 226 g/L or less.
b. Meets or exceeds ASTM D4586, Type 1, Class il.
4. SOPREMA SBL HP FLASHING CEMENT: Asbestos -free, trowel grade roof
flashing cement.
a. VOC: Cl- 22 ig/L or less.
b. Meets or exceeds ASTM D4588, Type I, Class II.
E. GENERAL PURPOSE SEALANT
I . SOPREMA SOPRAMASTIC SP1: General purpose, paintable, gun -grade,
elastomeric, polyeter moisture curing sealant for sealing SIBS membrane
terminations, Kynar 500 PVDF, horizontal and vertical construction joints.
a. VOC Content: 20 g/L or less.
b. Meets or exceeds ASTM C320, Type S, Grade NS, Class 50.
C. Standard color,
2. SOPREMA SOPRAMASTIC ALU. Modified bitumen mastic, aluminum hued
for application to membrane edge and perimeter metal.
a. VOC Content: 270 g/L or less.
b. Standard color.
F. LIQUID -APPLIED REINFORCED FLASHING SYSTEM:
t . SOPREMA ALSAN FLASHING: Single -component, polyurethane -bitumen
resin with polyester reinforcing fleece fabric fully embedded into the resin to
form roof system flashings.
a. VOC Content: 250 g/L.
b. SOPREMA ALSAN FLASHING: Liquid resin, Meets or exceeds ASTM
C836.
C. SOPREMA ALSAN POLYFLEECE: Non -woven polyester
reinforcement.
d. Surfacing: SOPREMA ALSAN FLASHING with mineral granules
broadcast into wet SOPREMA ALSAN FLASHING to match adjacent
SBS-modified bitumen cap sheet.
2. SOPREMA ALSAN RS 230 FLASH: Rapid curing, polymethyl methacrylate
(PMMA) liquid resin with an embedded polyester reinforcement fabric used
for monolithic waterproofing flashing membranes. Not for use over SBS cap
sheets adhered with solvent -based SOPREMA COLPLY adhesive or flashing
cement.
a. VOC content: 4.2 g/L
b. SOPREMA ALSAN RS CATALYST POWDER: Reactive agent addefcl
to the PMMA liquid resin to induce curing.
C. SOPREMA ALSAN RS FLEECE: Polyester reinforcement fabric.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
511-rri hil-01, N'TC 71d7liCid " C iz�il E) inet!rin� C )n4ultants
d. Color: White, Grey; Custom Color
3. SOPREMA ALSAN RS 260 LO FLASH: Low odor, rapid curing,
polymethacrylate (PMA) liquid resin with an embedded polyester
reinforcement fabric used for monolithic waterproofing flashing membranes.
Not for use over SBS cap sheets adhered with solvent -based SOPREMA
COLPLY adhesive or flashing cement.
a. VOC content: 0.5 giL
b. SOPREMA ALSAN RS CATALYST POWDER: Reactive agent added
to the PMMA liquid resin to induce curing.
C. SOPREMA ALSAN RS FLEECE: Polyester reinforcement fabric.
d. Color: White, Grey, Custom Color
G. MINERAL GRANULES:
1. SOPREMA Granules: No. 11, mineral coated colored granules, color to
match cap sheet, supplied by membrane cap sheet manufacturer.
a. SOPREMA GRANULES
b. SOPREMA SG GRANULES
H. EXPANSION JOINT:
1. SOPREMA SOPRAJOINT: Low -profile, polyester knit -reinforced, SBS-
modified bitumen expansion joint membrane. Top surface consists of an
aluminum -clad bond -breaker, with plastic burn -off film on the bottom surface
for torch or hot air welding.
a. Thickness: 160 mils (4.0 mm)
b. Width: 18 in (457 mm)
C. Roll Length: 32.8 ft (10 m)
d. Expansion joint, maximum unsupported span: 2 in (51 mm)
e. Expansion joint, maximum displacement: 5/8 in (16 mm)
I. WALKWAY PROTECTION:
1. SOPREMA SOPRAWALK: Polyester reinforced SBS modified bitumen
walkway protection with a granule surface and sanded underside.
a. Thickness: 200 mils (5.0 mm)
b. Width: 39.4 in (1 m)
C. Roll Length: 26 ft (7.9 m)
d. Granule Surfacing:
i. Color: black, grey, tan
PART 3 EXECUTION
3.01 EXAMINATION
A. Examination includes visual observations, qualitative analysis, and quantitative testing PIC
measures as necessary to ensure conditions remain satisfactory throughout the
project.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structrrrc7I, N—feclurili(WI &Cic?il Engineering Conildtant-
B. The contractor shall examine all roofing substrates including, but not limited to:
insulation materials, roof decks, walls, curbs, rooftop equipment, fixtures, and wood
blocking.
C. The applicator shall not begin installation until conditions have been properly
examined and determined to be clean, dry and, otherwise satisfactory to receive
specified roofing materials.
D. During the application of specified materials, the applicator shall continue to examine
all project conditions to ensure conditions remain satisfactory to complete the specified
roofing system.
3.02 PREPARATION
A. Before commencing work each day, the contractor shall prepare all roofing substrates
to ensure conditions are satisfactory to proceed with the installation of specified roofing
materials. Preparation of substrates includes, but is not limited to, substrate repairs,
securement of substrates, eliminating all incompatible materials, and cleaning.
B. Where conditions are found to be unsatisfactory, work shall not begin until conditions
are made satisfactory to begin work. Commencing of work shall indicate contractor's
acceptance of conditions.
3.03 PRIMER APPLICATION
A. Examine all substrates, and conduct adhesion peel tests as necessary, to ensure
satisfactory adhesion is achieved..
B. Apply the appropriate specified primer to dry, compatible substrates as required to
enhance adhesion of new specified roofing materials.
C. Apply primer using brush, roller, or sprayer at the rate published on the product data
sheet. Lightly prime for uniform coverage, do not apply heavy or thick coats of primer.
D. Asphalt Primer: Apply SOPREMA ELASTOCOL 500 primer to dry compatible
masonry, metal, wood and other required substrates before applying asphalt and heat -
welded membrane plies. Primer is optional for solvent based solvent -based SBS
adhesives and cements. Refer to product data sheets.
E. Primer is not required for SOPREMA COLPLY EF ADHESIVE and SOPREMA
COLPLY EF FLASHING CEMENT.
F. Project conditions vary throughout the day. Monitor changing conditions, monitor the
drying time of primers, and monitor the adhesion of the membrane plies. Adjust primer
and membrane application methods as necessary to achieve the desired results.
3.04 HEAT WELDING
G
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IP)
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Structural, Afe'chiiilicill & Ciz,il Lif,`inceri11t, Cou-sultants
A. The Contractor is responsible for project safety. Where conditions are deemed unsafe
to use open flames, manufacturer's alternate membrane application methods shall be
used to install SBS modified bitumen membrane and flashings. Acceptable alternate
installation methods include hot asphalt, cold adhesive -applied, self -adhered
membranes and mechanically fastened plies. Hot-air welding equipment may be used
in lieu of roof torches to seal membrane side and end laps where heat welding the laps
is necessary. Refer to NRCA. CERTA, local codes and buiiding owners requirements
for hot work operations.
B. Single or multi -nozzle, hand-held propane roof torches shall be used to install heat -
welded membrane and flashing plies. Multi -nozzle carts (dragon wagons) may also be
utilized to install membrane plies. Seven (7) nozzle carts are recommended for more
uniform heat application in lieu of five (5) nozzle carts.
3.05 MEMBRANE ADHESIVE APPLICATION
A. The ambient temperature shall be above 50°F (10°C), and the adhesive temperature
shall be a minimum of 70OF (21°C) at the point of membrane application.
B. To ensure the adhesive is applied at 70°F (211C), during cold weather, drums and 5
gallon pails shall be stored in heated areas. Drums and 5 gallon pails exposed to cold
temperature on the roof shall be provided with heaters when necessary to ensure the
minimum application temperature is maintained.
C. Priming substrates is optional when solvent -based membrane adhesives are used.
Primer may be applied to reduce adhesive consumption rates for some absorptive
substrates.
D. SOPREMA COLPLY EF ADHESIVE may be applied using a 3/16 — 3/8 inch notched
squeegee or brush. SOPREMA COLPLY EF ADHESIVE is not spray -applied.
E. Apply adhesive to clean, dry and prepared compatible substrates as required to ensure
full adhesion.
F. Follow the adhesive product data sheet requirements for application rates.
G. Apply a uniform application of membrane adhesive at the application rate published
on the product data sheet.
H. Apply 1-1/2 to 2 gallons per square between membrane plies. The application rate is
2 to 3 gallons per square or more over absorptive substrates and over granule
surfaces. Refer to manufacturer's product data sheet, and adjust application rate
based upon surface conditions.
I. Install the SBS membrane ply before the adhesive begins to skin over. Once adhesive
skins over, the membrane ply will not adhere.
3.06 SBS MASTIC AND GENERAL PURPOSE ROOFING CEMENT APPLICATION
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
Stl"10111WI., A-fechanical & Civil E71gineering Consultalit
A. Apply SOPREMA SOPRAMASTIC general purpose SBS mastic and roofing cement
to seal drain leads, metal flanges; seal along membrane edge at terminations, and
where specified and required in detail drawings.
B. Do not use general purpose SBS mastics and roofing cement where flashing cement
applications are required. Do not use SBS mastics and roofing cement beneath SBS-
modified bitumen membrane and flashing plies.
C. Apply general purpose SBS mastic and elastic rooting cement using cauiK gun, or
notched trowel at 2.0 — 2.5 gallons per square on each surface. Application rates vary
based on substrate porosity and roughness. Tool -in as necessary to seal laps
D. Embed matching granules into wet cement where exposed.
3.07 HEAT -WELDED, FULLY ADHERED MEMBRANE APPLICATION
A. Follow material product data sheets and published general requirements for
installation instructions.
B. Ensure environmental conditions are safe and satisfactory, and will remain safe and
satisfactory, during the application of the heat -welded membrane and flashings.
C. Ensure all primers are fully dry before beginning heat -welding operations.
D. Unroll membrane onto the roof surface and allow time to relax prior to heat welding.
E. Starting at the low point of the roof, lay out the membrane to ensure the plies are
installed perpendicular to the roof slope, shingled to prevent back -water laps.
F. Ensure all roofing and flashing substrates are prepared and acceptable to receive the
heat -welded membrane.
G. Cut membrane to working lengths and widths to conform to rooftop conditions, and lay
out to always work to a selvage edge.
H. Ensure specified side -laps and end -laps are maintained. End -laps should be
staggered 3 ft apart.
1. Direct roof torch on the roll as necessary to prevent overheating and damaging the
membrane and substrates.
J. As the membrane is unrolled, apply heat to the underside of the membrane until the
plastic burn -off film melts away. Continuously move the torch side -to -side across the
underside of the roll to melt the bitumen on the underside of the sheet, while
continuously unrolling membrane.
K. While unrolling and heating the sheet, ensure approximately % to 1/2 in of hot bitumen
flows ahead of the roll as it is unrolled, and there is 1/8 to 1/4 in bleed out at all laps:
L. Adjust the application of heat to the underside of the membrane and to substrate as
required for varying substrates and environmental conditions.
M. At the 6 in end -laps, melt the plastic burn -off film from the top surface or embe
granules and remove surfacing, where present, using a torch or hot-air welder.
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STRUCTURAL ENGINEERING PROFESSIONALS, INC.
5b-10117171, :�'lr.'Cht- liClil & C.iz,il Eiighi erinc Cou<ult(mt
N. At end -laps where T-Joints exist, cut a 45 degree dog-ear away from the selvage edge,
or otherwise ensure the membrane is fully heat -welded watertight at all T joints.
O. Each day, physically inspect all side and end -laps, and ensure the membrane is sealed
watertight. Where necessary, use a torch or hot-air welder and a clean trowel to
ensure all laps are fully sealed.
P. Inspect the installation each day to ensure the plies are fully adhered. Repair all voids,
wrinkles, aped iaps and aii other deficiencies.
Q. Offset cap sheet side and end -laps away from the base ply laps so that cap sheet laps
are not located within 18 in of base ply laps.
3.08 COLD ADHESIVE -APPLIED MEMBRANE APPLICATION
A. Follow material product data sheets and published general requirements for
installation instructions.
B. Ensure environmental conditions are satisfactory, and will remain satisfactory, during
the application of the membrane adhesive and membrane plies.
C. Unroll membrane onto the roof surface and allow the membrane to relax prior to
installing the membrane.
D. Re -roll the membrane in order for the plies to be rolled into the adhesive while ensuring
the specified side and end -laps are maintained
E. Starting at the low point of the roof, lay out the membrane to ensure the plies are
installed perpendicular to the roof slope, shingled to prevent back -water laps.
F. Cut rolls to working lengths and widths to conform to roof conditions, and lay out to
always work to a selvage edge.
G. Ensure all roofing and flashing substrates are prepared as necessary, and all
substrates are acceptable to receive the specified adhesive and membrane.
H. Install the specified membrane adhesive ahead of the membrane application. Do not
allow the adhesive to skin -over before the membrane is applied into the adhesive. The
membrane will not adhere where adhesive has skinned over.
I. Where laps are adhered using membrane adhesive, apply sufficient adhesive
coverage to ensure 1/8 to 1/4 in bleed -out is present at all laps.
J. Once set in place, ensure specified side -laps and end -laps are maintained.
K. At end -laps, cut a 45 degree dog-ear away from the selvage edge for all T-joints.
L. For low -slope areas where the roof slope falls below 1/4 in per foot, and where
otherwise specified, leave all membrane side and end -laps dry in order to hot-air weld
or torch all laps watertight. Embed granules, where present, when heat welding
sheets.
M. Use a follow tool, weighted roller or broom the leading edge of the membrane to the
substrate, working forward and outward as necessary to remove wrinkles. Avoi -
walking over the membrane during application.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsvrule (561) 844-1001
www.struc-engineers.com
AQUANIQUE CONDO ROOTING
Page 31 of 36
i� STRUCTURAL ENGINEERING PROFESSIONALS, INC.
StNICtl0171, A•fcchanicctl & Civil Engineering Consultvill-S
N. Each day, physically inspect all side and end -laps, and ensure the membrane is sealed
watertight. Where necessary, use a torch or hot-air welder and a clean trowel to
ensure all laps are fully sealed.
O. Inspect the installation each day to ensure the plies are fully adhered. Repair all voids,
wrinkles, open laps and all other deficiencies.
P. Offset cap sheet side and end -laps away from the base ply laps so that cap sheet laps
are not located within i8 in of base ply laps.
Q. Immediately broadcast matching granules into adhesive bleed -out at cap sheet laps,
or otherwise treat bitumen bleed -out once adhesive has dried and cured.
3.09 FLASHING APPLICATION, HEAT WELDED
A. Refer to SBS manufacturer's membrane application instructions, flashing detail
drawings, and follow product data sheets and other published requirements for
installation instructions. Refer to manufacturer's membrane flashing detail drawings.
B. The contractor is responsible for project safety. Refer to NRCA CERTA
recommendations and building owner requirements for hot work operations.
C. Where required to seal substrates for fire safety, install specified adhered, self -
adhered or fastened backer ply to the substrate. Ensure backer -ply covers and seals
all substrates requiring protection from exposure to torch operations.
D. Ensure all flashing substrates that require primer are primed, and the primer is fully
dry.
E. Unroll the flashing base ply and flashing cap sheet onto the roof surface to their
complete length. Once relaxed, cut the membrane to the required working lengths to
accommodate the flashing height, cants and the required over -lap onto the horizontal
roof surface.
F. Cut the flashing membrane from the end of the roll in order to always install flashings
to the side -lap line or selvage edge line.
G. Lay out the flashing base ply and flashing Cap Sheet to offset all side -laps a minimum
of 12 inches so that side -laps are never aligned on top of the ply beneath. Shingle the
flashing ply laps to prevent back -water laps.
H. Install non-combustible cant strips at transitions where required.
I. Ensure correct membrane and flashing sequencing to achieve redundant, multi -ply,
watertight flashings.
J. ROOF MEMBRANE BASE PLY:
1. Before installing flashings, install the roof membrane base ply in the horizontal
field of the roof, and extend the base ply up to the top of the cant, wherwv�
present, at roof terminations, transitions and penetrations.
K. FLASHING BASE PLY:
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 8444060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
AQUANIQUE CONDO ROOFING
Page 32 of 36
--_- 1 STRU CTURAL ENGINEERING PROFESSIONALS, INC.
_ 9111(-tilrrl, %1YJU711iCn1& Civil Fngineerhig Con-sidtivit'
1. Install the flashing base ply starting at the top leading edge of the vertical
flashing substrate, down over the cant and onto the horizontal surface of the
roof a minimum of 3 inches beyond the of base of the cant onto the roof. Cut
the base ply at corners to form 3 inch side -laps. Install gussets to seal corner
transitions.
2. Install one or more flashing base ply(s) at all roof terminations, transitions and
penetrations.
L. ROOF MEMBRANE CAP SHEET:
1. Install the roof membrane Cap Sheet in the horizontal field of the roof over
the flashing base ply up to the roof termination, transition or penetration, and
up to the top of cants where present.
2. Using a chalk line, mark a line on the membrane cap sheet a minimum of 4
inches from the base of the cant onto the roof. Where granules are present,
embed the cap sheet granules using a torch and trowel or granule embedder
to prepare the surface to receive the flashing cap sheet.
M. FLASHING CAP SHEET:
1. Install the flashing Cap Sheet starting at the top leading edge on the vertical
substrate, over the cant and onto the roof surface 4 inches from the base of
the cant onto the roof.
2. Install the flashing Cap Sheet to ensure a minimum two (2) ply flashing
system is present at all roof terminations, transitions and _penetrations.
N. During the membrane and flashing installation, ensure all plies are completely
adhered into place, with no bridging, voids or openings. Ensure bitumen or flashing
cement bleed -out is present at all flashing side and end -laps.
O. Use a damp sponge float or damp rag to press-inthe heat -welded flashing plies
during installation.
P. Where sufficient bitumen bleed -out is not present, and for all self -adhered plies,
apply specified gun -grade sealant or mastic to seal the membrane termination along
all roof terminations, transitions and penetrations. These include gravel stop edge
metal, pipe penetrations, along the top edge of curb and wall flashing, and all other
flashing terminations where necessary to seal flashings watertight.
Q. Fasten the top leading edge of the flashing 8 in on -centers with appropriate 1 in
metal cap nails or other specified fasteners and plates. Seal fastener penetrations
watertight using specified sealant or mastic.
R. Manufacturer's liquid -applied, reinforced flashing systems shall be installed where
conditions are not favorable to install SBS modified bitumen flashings. Such
conditions include irregular shapes penetrating roof surfaces (1-beams), confined
areas and low flashing heights. Manufacturer's liquid -applied, reinforced flashing
J
systems are recommended in lieu of pitch pans and lead pipe flashings.
751 Northlake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
AQUANIQUE CONDO ROOFING
Page 33 of 36
IRE
2.
STRUCTURALENGfNEERING PROFESSIONALS, NC.
ti%1'1ft: t1117Ii, ,�.lc'L. 71i1ui',' & L. `uil T11 i11F'•i f(!i (^1.'!!tii!�ttlJii
For SBS modified bitumen flashings installed using SOPREMA COLPLY
adhesive and/or flashing cement, refer to manufacturer's installation
guidelines for SOPREMA ALSAN FLASHING.
For SBS modified bitumen flashings that are self-adhesive, heat -welded,
installed using hot asphalt or SOPREMA COLPLY EF adhesive and/or-
fQ�creirC�v nt�rvvrrrei� pcfc� f:; manufacturer's ec�rta6p�t'vnn rnacidJ'r�i nng fnr
. .� . t w..s ...,, .
SOPREMA ALSAN FLASHING and SOPREMA ALSAN RS.
3.10 LIQUID -APPLIED, SINGLE -COMPONENT, BITUMEN -URETHANE FLASHING
SYSTEM APPLICATION Ir':. - : ',', _ , . � ! A - ' ,
A. Refer to manufacturer's details drawings, product data sheets and published general
requirements for application rates and specific installation instructions
B. Pre-cut SOPREMA ALSAN POLYFLEECE polyester reinforcing fleece to conform to
roof terminations, transitions and penetrations being flashed. Ensure a minimum 2 in
overlap of fleece at side and end -laps. Ensure the completed liquid -applied flashing
membrane is fully reinforced.
C. Apply the base coat of SOPREMA ALSAN FLASHING liquid -applied flashing resin
onto the substrate using a brush or roller, working the material into the surface for
complete coverage and mail adhesion at 2.0 gallons per square.
D. Immediately apply the SOPREMA ALSAIV POLYFLEECE reinforcing into the wet
base coat of resin. Using a brush or roller, work the. SOPREMA ALSAN
POLYFLEECE into the wet resin while applying the second coat of SOPREMA
ALSAN FLASHING resin to completely encapsulate the fleece at 2.0 gallons per
square, and extend the liquid resin 1 inch beyond the fleece.
E. Apply a finish coat of SOPREMA At-SAN FLASHING resin at 2.0 gallons per square
within 2-3 hours. When applying the finish coat more than 24 hours, the surface may
need to be cleaned using acetone or MEK to ensure satisfactory adhesion.
F. Broadcast mineral granules into the wet finish coat as required to match the adjacent
cap sheet.
3.11 LIQUID -APPLIED, PMMA (PMA) MEMBRANE AND FLASHING SYSTEM
APPLICATION ALSAN RS (ALSAN RS LO)
A. Refer to manufacturer's details drawings, product data sheets and published general
requirements for application rates and specific installation instructions.
B. Pre-cut SOPREMA ALSAN RS FLEECE polyester reinforcing fleece to conform to
roof terminations, transitions and penetrations being flashed. Ensure a minimum 2 in '
751 Nortl- lake Boulevard, Suite 2C + North Palm Beach, Florida 33405
Office (561) 844-4060 + Facsimile (561) 344-1001
www.struc-enoieers.com
AQUANIQUL CONDO ROOFING
Pige 34 of 36
_ a STRUCTURAL ENGINEERING PROFESSIONALS, INC.
—� Structural, iblechanical & Civil Engineering ConsldtantS
overlap of fleece at side and end -laps. Ensure the completed liquid -applied flashing
membrane is fully reinforced.
C. Apply the base coat of catalyzed SOPREMA ALSAN RS resin onto the substrate
using a brush or roller, working the material .into the surface for complete coverage
and full adhesion.
D. Immediately apply the SOPREMA ALSAN RS FLEECE reinforcing into the wet base
coat of resin. Using a brush or roiier, work the (SOPREMA ALSAN FLEECE
reinforcing fabric into the wet resin while applying the second coat of catalyzed
SOPREMA ALSAN RS resin tocompletely encapsulate the fleece.
E. Refer to reinforced, polymethyl-methacrylate (PMMA) polymethacrylate (PMA)
specification section and application instructions, details drawings, product data
sheets and published general requirements for installation instructions.
3.12 WALKWAYS
A. At areas outlined on the drawings, and around -the perimeter of all rooftop equipment
and at all door and stair landings, install walkway protection.
B. Cut walkway from end of rolls. No piece shall be less than 24 in and no more than
60 in.
C. Remove foil/film or embed granules where present on cap sheet.
D. Provide a 4 in space between sheets for drainage.
E. Locate walkway membranes a minimum of 2 in from side -laps, end -laps and flashing
membranes.
F. Fully adhere walkway protection by heat heat welding or adhering the field with cold
adhesive and heat welding a 3 in perimeter.
END OF SECTION
751 Nord -lake Boulevard, Suite 2C ♦ North Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
www.struc-engineers.com
AQUANIQUE CONDO ROOFING
Page 35 of 36
STRUCTURAL ENGINEERING PROFESSIONALS, INC.
S#r irc tin al, .�Te�c:l7arria7l �T Civil Eii gi ieeriiig Cons idtartfs
ROOFING- DETAILS
The following details are provided as required methods by Soprema. In cases where Soprema does
not provide a detail, industry standard NRCA details are to be used. Should deviation from the
manufacturer's detail or industry standards be necessary, contractor shall advise the FOR of such
before proceeding with the Work.
751 Northlake Boulevard, Suite 2C ♦ Nordi Palm Beach, Florida 33408
Office (561) 844-4060 ♦ Facsimile (561) 844-1001
www.statc-en-,ineers.com
AQUANIQUE CONDO ROOFING
Page 36 of 36
NEW LW.
� — SOPRALENE FLAM 180 FR GR (SG) FLASHING CAP
J' SHEET
•�P r
ASSEMBLY �```
SOPRALENE FLAM 180 FLASHING BASE PLY
wriviLCi��I LniY�iW F��vI�{OGj lint a"li�ei
S 3.5 BASE ADHERED WITH
R APPROVAL
:NE FLAM 100 TORCHED TO BASE
RETE DECK PRIMED WITH
'OCOL 500
3.5 TORCHED TO PRIMED DECK
NOTES.
1. SOPREMA DETAIL DRAWINGS: REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (POS) AND SAFETY DATA SHEETS (SOS) FORADDITIONAL
INFORMATION ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY. ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES.
2. HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS.
3 PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS.
US CORPORATE ADDRESS
310 QUADRAL DRIVE
WADSW'ORTH, OHIO 44281
WNM1y.Sop(emams
Te1:330 334.0066
PROJECT. AQUANIQUE
DRAWN BY- SOPREMA TECHNICAL SUPPORT, GGALLOWAY
N0 REVISION. I DATE:
TITLE: 3 PLY SBS MEMBRANE,
INSULATED, DATE:12.20.2017
ROOF ASSEMBLY I SOtE-NTIS
DRAWING NUMBER
US.RSBS.01.21
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING-
ROOF EDGE SYSTEM
WEATHERPROOF MEMBRANE —.
FASTEN AT S" O C.`
ALONG TOP LEADING EDGE -- t' `. 4
}
f,1
REMOVEIEMBED SUR.F1,GWG AS REQUIREV —
I, t
INSTALL FASTENER PLATE A MINIMUM I
OF 1" FROM:WALL AND SPACED A 1
MAXIMUM OF 12"AW Plr ALONG WALL
i
,t
1
EXTEND FLASHINGtPASEPLY A
MINIMUM OF 3" BEYOND FASTE� ER PLATE -- r
v
f%
EXTEND FLASHING CAP SHEETA
MINIMUM OF 1" BEYOND FLASHING BASE PLY °
11,
J•
CONCRETE DECK PRIMED WITH ELASTOCOL 500 —'
-- SOPRALENE FLAM 180 FR GR (SG) FLASHING
CAP SHEET
— SOPRALENE FLAtvI 180 FLASHING BASE PLY
r-- SOPRALENE 180 PS 3 0 ADHERED WITH COLPLY
EF
/ SOPRALENE FLAM 180
--- SOPRALENE RAM 180 FR GR (SG)
CAP SHEET
1 -
l
NEW LW1C
0
SOPRALENE 180 SP 3 5 VAPOR RETARDER ADHERED
WITH COLPLY EF AS PER APPROVAL
NOTES:
1. SOPREMA DETAIL DRAWINGS. REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS) FOR ADDITIONAL
INFORMATION. ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY. ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES.
2. HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT. REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS,
3. PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS
4. FLASHING PLIES MUST EXTEND VERTICALLY A MINIMUM OF 8" FROM ROOF SURFACE. FLASHING PLIES EXTENDING VERTICALLY MORE THAN 24" FROM ROOF SURFACE MUST BE ADHERED AND
MECHANICALLY FASTENED ALONG THE TOP LEADING EDGE. REFER TO PUBLISHED DOCUMENTATION.
5. FOR SO" TRANSITIONS, FLASHING PLIES MUST MEET THE FOLLOWING REQUIREMENTS: HEAT WELD POLYESTER REINFORCED FLASHING BASE PLIES. HEAT WELD POLYESTER REINFORCED
GRANULE FLASHING CAP SHEET, OR HEATYVELD FOILIFILM CLAD FLASHING CAP SHEET
stOPmm"'
US CORPORATE ADDRESS
310 OUADRAL DRIVE
WADSWORTH, OHIO 44281
www.soprema.us
Te1:330.334.0066
PROJECT: AQUAN IQUE
TITLE 3 PLY SBS MEMBRANE,
INSULATED,
PARATET WALL WITH METAL COPING
DRAWN BY: SOPREMA TECHNICAL SUPPORT, GGALLOWAY
NO.
DATE: 7.3i.2015
SCALE NTS
REVISION: I DATE:
DRAWING NUMBER:
US.RS BS.03.24
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING.
SOPRAMASTIC SP1 —,
TERMINATION BAR —
FASTEN AT W O.C. MAXIMUM
ALONG HORIZONTAL EDGE
P.EPoIOVE/EMBED
EXTEND FLASHING BA
MINIMUM OF 3" BEYOND BASE
EXTEND FLASHING CAP SHEET A
MINIMUM OF 1" BEYOND FLASHING BASE PLY •—
CONCRETE DECK PRIMED WITH ELASTOCOL 500
SOPRALENE FLAM 180 FIR GR (SG) FLASHING CAP SHEET
— SOPRALENE FLAM 180 FLASHING BASE PLY
6:19RfALENE iED?SADi{ERED: IICOLPLY
EF
SOPRALENE FLAM 180
SOPRALENE FLAM 180 FR GR (SG)
CAP SHEET
SOPRALENE 180 SP 3.5 VAPOR RETARDER TORCHED TO
PRIMED DECK
NOTES,
1. SOPREMA DETAIL DRAWINGS. REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS) FOR ADDITIONAL
INFORMATION. ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY. ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES.
2. HOT WORK: THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS
3. PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS
4. FLASHING PLIES MUST EXTEND VERTICALLY A MINIMUM OF 8" FROM ROOF SURFACE. FLASHING PLIES EXTENDING VERTICALLY MORE THAN 24" FROM ROOF SURFACE MUST BE ADHERED AND
MECHANICALLY FASTENED ALONG THE TOP LEADING EDGE. REFER TO PUBLISHED DOCUMENTATION.
5 FOR 90" TRANSITIONS, FLASHING PLIES MUST MEET THE FOLLOWING REQUIREMENTS: HEAT WELD POLYESTER REINFORCED FLASHING BASE PLIES, HEAT WELD POLYESTER REINFORCED
GRANULE FLASHING CAP SHEET, OR HEAT WELD FOILIFILM CLAD FLASHING CAP SHEET.
+ j ®
US CORPORATE ADDRESS
PROJECT. AQUAN IQU E
DRAWN BY: SOPREMA TECHNICAL SUPPORT, GGALLOWAY
NO.:
REVISION:
GATT
TITLE: .3 PLY SBS MEMBRANE,
310 QUADRAL DRIVE
WADSWORTH. OHIO 44281
vnN330.3 4.0066
Te1:330.334.0066
INSULATED,
WALL FLASHING W/ SURFACE MOUNTED CF
DATE: 0.3.2D15
DRAWING NUMBER
US.RSBS.04.23
SCAI.E:NTS
USAGE OF THIS
DETAIL IS GOVERNED
BY THE TERMS OF SERVICE FOR SOPRF6te. DFTAII S.
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING.
I
i
I
}
I
REMOVEIEMBED I
SURFACING AS REQUIRED --•
1
EXTEND FLASHING BASE PLY A c /
MINIMUM OF 3" BEYOND BASE OF CURB
— FASTEN AT 6" O.C. ALONG TOP LEADING EDGE
/-- NON-RENIOVABLE CURB COUNTERFLASHING
---- -
.--SHEET METAL COUNTERFLASHING
SOPRALENE FLAM 180 FR GR (SG) FLASHING CAP
SHEET
r
_ i 1
— SOPRALENE FLAM 180 FR GR (SG) CAP SHEET
SOPRALENE FLAM 180 FLASHING BASE PLY
- •I !�/
r' {�. f•— SOPRALENE IBO PS ADHERED WITH
i I•^" '�
I/ , :' •� COLPLY EF AS PER APPROVAL
/ ' — SOPRALENE FLAM 180
JP
1 :� - •r', ,.,, a •�,� • •4,
It
•� � ' ti� � I .•�,�,. '-i 'r'� -��l Yam/
/\ • �' J' o % EXTEND FLASHING CAP SHEET
A MINIMUM OF 1' BEYOND
�• % \ ''� �' ' / FLASHING BASE PLY
NEWLWIC— p \,
SOPRALENE .180SP35TORCHED TOPRIMED
DECK
- CONCRETE DECK PRIMED WITH ELASTOCOL 500
NOTES:
1. SOPREMA DETAIL DRAWINGS: REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS).FOR ADDITIONAL
INFORMATION. ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES,
2. HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS.
3. PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS
4. FLASHING PLIES MUST EXTEND VERTICALLY A MINIMUM OF 8" FROM ROOF SURFACE FLASHING PLIES EXTENDING VERTICALLY MORE THAN 24" FROM ROOF SURFACE MUST BE ADHERED AND
MECHANICALLY FASTENED ALONG THE TOP LEADING EDGE_ REFER TO PUBLISHED DOCUMENTATION.
5. FOR 90" TRANSITIONS, FLASHING PLIES MUST MEET THE FOLLOWING REQUIREMENTS: HEAT WELD POLYESTER REINFORCED FLASHING BASE PLIES. HEAT WELD POLYESTER REINFORCED
GRANULE FLASHING CAP SHEET, OR HEAT WELD FOILIFILM CLAD FLASHING CAP SHEET. rvo
r
AQUANIQUE DRAWN BY: SOPREMA TECHNICAL SUPPORT, GGALLOWAY
PROJECT:
� N0: ' REVISION: GATE:
TITLE 3 PLY SBS MEMBRANE, INSULATED
US CORPORATE ADDRESS
31000RTH,OHIO4DRIVE CURB WITH NON —REMOVABLE PSI'
382°s5 DRAWING NUMBER:
WADSWORTH, OHIO44281 US.RSBS.05.2A
Tel:33op�ma"5 COUNTERFLASHING :NTS a7 a7Da7 J 1
Te1:330.334.0066
USAGE OF THIS UETAIL 15 GUVEKNEU UT I HE 1 ERMS OF SERVICE FOR 50FREAIA DETAILS,
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING.
EXTEND ALSAN FLASHING A MINIMUM
OF V BEYOND REINFORCING FABRIC —
—EXTEND REINFORCING FABRIC A MINIMUM
CLEAN AND PREPARE PENETRATION SURFACE —•� �ti, f OF V BEYOND THE ROOF SURFACE
SOPRALENE FLAM 180 FIR GR (SG) CAP \ / ALSAN FLASHING
SHEET �\ �/
SOPRALENE FLAM 180 FLASHING EXTEND REINFORCING FABRIC FINGERS A MINIMUM
BASE PLY ;t I1' l f •// /% OF 2" BEYOND THE PENETRATION
SOPRALENE FLAM 180 EXTEND REINFORCING FABRIC A MINIMUM
OF 8" BEYOND THE PENETRATION
SOPRALENE 180 PS ADHERED REINFORCING FABRIC
It ^ ---; 6 ` ---- f � % � !-
WITH COLPLY EF 1 � ` ► I -;4
?r EXTEND ALSAN FLASHING A MINIMUM
OF 1- BEYOND REINFORCING FABRIC
411,
ps ° •.� � r � •� a
° \, a a NEW LWIC
SOPRALENE SP 3.5 VAPOR RETARDER TORCHED TO
PRIMED DECK
\ °I
/ CONCRETE DECK PRIMED WITH ELASTOCOL 500 �f
NOTES:
1 SOPREMA DETAIL DRAWINGS: REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS) FOR ADDITIONAL
INFORMATION ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES.
2 HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT. REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS.
3. PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWNGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS.
4. SOPREMA RECOMMENDS 8 INCH VERTICAL FLASHING HEIGHTS. FLASHING DETAILS SHOWN INCLUDE MINIMUM DIMENSIONS TO MEET WARRANTY REQUIREMENTS. CONTACT SOPREMA FOR
ADDITIONAL REQUIREMENTS.
5. DO NOT APPLY ALSAN RS LIQUID APPLIED SIYSTEMS OVER SBS MODIFIED BITUMEN MATERIALS ADHERED USING COLPLY OR COLPLY MODIFIED ADHESIVES OR CEMENTS SELF ADHERE, HOT AIR
WELD OR TORCH APPLY THE SBS MODIFIED BITUMEN MEMBRANE AND FLASHINGS IN ALL AREAS WHERE ALSAN RS WILL BE APPLIED (�o 0
PROJECT: AQ UAN I Q U E DRAWN BY: SOPREMA TECHNICAL SUPPORT, GGALLOWAY
® N0: REVISION: DATE:
TITLE: 3 PLY SBS MEMBRANE,
US CORPORATE ADDRESS
31000ADMLDRIVE INSULATED DATE' 12.14.2020 DRAWINGNUMBER:
WADSWORTH, OHIO mama 281 ' US.RSBS.06.21 b
mvwsPIPE PENETRATION WITH LIQUID FLASHING SCALE:NTS
Te1:330.334.0.334-0066 66
USAGE OF THIS DETAIL IS GOVERNED BY THE TERMS OF SERVICE FOR SOPREMA DETAILS.
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAW[
MINIMUM 4" DIAMETER, SPUN ALUMINUM,
ONE-WAY VENT, INSTALLED EVENLY
SPACED TO COVER NO MORE THAN 1,000
SQUARE FEET PER VENT„ ND AS SPECIFIED
METAL FLANGE PRIMED ON
BOTH SIDES AND SET IN A BED
OF SOPRAMASTIC SBS MASTIC
4" CORE FILLED WITH UN -FACED
GLASS FIBER BATT INSULATION
SOPRALENE i80SP 3.5 VAPOR BARRIER TORCHED —/
TO PRIMED DECK
CONCRETE DECK PRIMED WITH ELASTOCOL 500
SOPRAMASTIC SPI SEALANT
,— SOPRALENE FLAM 180 FR GR (SG) CAP SHEET
SOPRALENE FLAM 180 FLASHING BASE PLY
SOPRALENE 180 PS ADHERED WITH COLPLY EF a
EXTEND FLASHING BASE PLY A MINIMUM
OF 3" BEYOND ONE-WAY VENT FLANGE
NOTES
1 SOPREMA DETAIL DRAWINGS: REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS) FOR ADDITIONAL
INFORMATION. ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN SERVICES,
2. HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT-LNELDING EQUIPMENT REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS.
3 PRIMER, WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS,
__4 PROJECT: AQUAN I Q U E DRAWN BY. SOPREMA TECHNICAL SUPPORT, GGALLOWAY
�`y „� �MA® - NO.. I REVISION: DA;'E
C}{USCCORPOR�SS TDB: 3 PLY SBS MEMBRANE,
WADSWOR H2OHIO44281 INSULATED, DATE:8.5.2015 DRAWING NUMBER:
Te1:330.3340056 ONE-WAY VENT SQALE:NT9 US.RSBS.06.24
USAGE OF THIS
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING.
SOPRALENE FLAM 180 FLASHING BASE PLY -
l
ROOF DRAIN BOWL (OTHER PLUMBING 4
COMPONENTS NOT SHOWN) -1
15�
� 1
SOPRALENE 180 PS ADHERED WITH --\
COLPLY EF �\\
30' X 30' SOFT METAL FLASHING PRIMED
ON BOTH SIDES AND SET IN A BED OF
SOPRAMASTIC SBS MASTIC,
FORM SPECIFIED SOFT METAL
TO DRAIN BOWL AS SHOWN
• .,` . j ��
DRAIN BOWL RECEIVER
AND WOOD BLOCKING
AS REQUIRED
1
CONCRETE DECK PRIMED WITH
ELASTOCOL500
TAPERED INSULA71ION SUMP - ROOF DRAIN BOWL (OTHER PLUMBING I
AROUND PRIMARY DRAINS - COMPONENTS NOT SHOWN) !!
SOPRALENE FLAM 180 FR GR (SG) CAP SHEET
'max.
SOPRALENE FLAM 180
EXTEND FLASHING BASE PLY
A MINIMUM OF 3" BEYOND
SOFT METAL FLASHING
SOPRALENE 180 SP 3.5 VAPOR RETARDER TORCHED - -'
TO PRIMED DECK
NOTES:
1. SOPREMA DETAIL DRAWINGS: REFER TO SOPREMA AND OTHER RELATED PUBLISHED DOCUMENTATION, PRODUCT DATA SHEETS (PDS) AND SAFETY DATA SHEETS (SDS) FOR ADDITIONAL
INFORMATION. ALL DETAIL DRAWINGS AND RELATED INSTALLATION GUIDELINES ARE PROVIDED BY SOPREMA FOR THE SOLE PURPOSE OF ISSUING A SOPREMA WARRANTY. ACCORDINGLY, THE
DETAIL DRAWINGS ARE NOT OFFERED, AND SHOULD NOT BE CONSIDERED, AS A SUBSTITUTE FOR PROFESSIONAL DESIGN'SERVICES.
2. HOT WORK: THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING APPROPRIATE CONDITIONS TO UTILIZE HEAT -WELDING EQUIPMENT. REFER TO THE NRCA CERTA RECOMMENDATIONS, LOCAL
CODES AND BUILDING OWNER'S REQUIREMENTS FOR HOT WORK OPERATIONS.
3. PRIMER: WHERE NOT SHOWN OR INDICATED ON DETAIL DRAWINGS, REFER TO MATERIAL PRODUCT DATA SHEETS FOR PRIMER APPLICATION REQUIREMENTS.
0,60
�d -
PROJECT: AQUAN IQU E
DRAWN BY: SOPREMA TECHNICAL SUPPORT, GGALLOW'AY
NO.: ( REVISION:
DATE'
TITLE
3 PLY SBS MEMBRANE,
I I
US CORPORATE ADDRESS
310 QUADRAL DRIVE
OHIO44281
Te 330.334.0066
INSULATED,
ROOF DRAIN WITH SOFT METAL FLASHING
DRAWING NUMBER:
US.RSBS.07.23a
"IEWADSWORTH,
USAGE OF THIS
DETAIL IS GOVERNED
BY THE TERMS OF SERUICF FOR SOPREMA DFTAII S
PLEASE CONSULT THESE TERMS OF SERVICE PRIOR TO UTILIZING THIS DRAWING.
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JSOPREMA'
Warranty No.: 101-000000
Platinum NDL Roofing Warranty
Building Name: A uani ue Condominium
Building Address: 2700 N. Highway A1A, Ft. Pierce, FL 34949
Roof Section: System 1 Roofing
Owner Name: Specimen xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
Owner Address: Specimen xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
Contractor: Pritts Inc., 2000 NW 22"d Street, Ft. Lauderdale, FL 33311
Total Squares: 00
Roofing Material: xxxxxxxxxxxxx
I Flashing Material: xxxxxxxxxxxx
Term of Warranty: 25 Years
I Warranty Start Date: 00.00.2021
1 Warranty End Date: 00.00.2046
Express Warranty
SOPREMA, Inc., an Ohio corporation, warrants to you that your SOPREMA® roofing will remain watertight
for the full term of this warranty. This warranty is made subject to all the terms, conditions, and limitations
set forth below. '
Reporting Claims
To report a claim, follow the procedure set forth in Form 900 — Warranty Claim Procedure.
Remedy 1`
When you make a valid claim, SOPREMA will provide the labor and'material necessary to return the roofing
to a watertight condition. "
NOTICES
THE WARRANTY EXPRESSED IN THIS DOCUMENT SUPERSEDES AND IS IN LIEU OF ALL OTHER
WARRANTIES, WHETHER WRITTEN OR ORAL -,)EXPRESS OR IMPLIED, INCLUDING, WITHOUT
LIMITATION, ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR
PURPOSE.
THE ABOVE -STATED REMEDY IS YOUR SOLE AND EXCLUSIVE REMEDY AGAINST SOPREMA.
IN NO EVENT IS SOPREMA LIABLE -,TO YOU OR ANY OCCUPANT OF THE BUILDING FOR ANY
INCIDENTAL, CONSEQUENTIAL",.,INDIRECT, OR OTHER SIMILAR DAMAGES.
This warranty document`includes all of.,theJollowing:
1. The Terms , Conditions ancJ Limitations printed on the reverse.
2. Form 900 _ =.Warranty Claim Procedure.
3. Form 901 —`Care and Maintenance Guide.
This warranty is not valid until activated. To be activated, it must be signed by Owner and returned to
SOPREMA. Activation must occur within three months after the Warranty Start Date stated above, or any
later date agreed to by SOPREMA. Once activated, the warranty is effective retroactive to the Warranty
Start Date.
SOPREMA, Inc.
By:
Name:
Title:
Date: 00.00.2021
Owner:
By:
Name:
Title:
Date:
d
(Form 101) (01/2020)
Exhibit "C"
Terms, Conditions and Limitations
1. The SOPREMA® roofing materials covered by this warranty (this "Warranty") are the roofing and flashing, materials specifically identified by number or other description
on the face of this Warranty (referred to as the "roofing").
2. The authorized contractor who installed the roofing is not an agent of SOPREMA. Any future work impacting the roofing must be performed by a contractor selected and
hired by.Owner and authorized by SOPREMA. Contact SOPREMA if you would like to receive a list of authorized contractors in your area.
3. The design and installation of the roof assembly must be in. accordance with applicable instructions, details, specifications, approvals, codes, laws, and regulations. All
services by SOPREMA related to design, construction, review of project documents or conditions and site visits are limited in scope and do not expand the provisions of
this Warranty. These services were not offered, and should not be considered, as a substitute for fulltime quality assurance, project management or professional design
services.
4. Owner is responsible for ensuring that the roofing is maintained in accordance with SOPREMA's Care and Maintenance Guide (see Form 901) and for promptly notifying
SOPREMA of any change in occupancy, usage or any other condition adversely affecting the roofing.
5. During the entire term of the Warranty, upon request, SOPREMA and anyone it hires shall have full and free rooftop access. Access shall be provided during regular
business hours, and, if requested in advance, any other times.
6. This Warranty covers. SOPREMA roofing products included in a properly designed and installed roof assembly that develops a roofing leak due to workmanship or a
product manufacturing defect., The Warranty will provide Owner with.a remedy when Owner follows the Warranty Claim Procedure (see Form 900) and the claim is
validated by SOPREMA.
7. The Warranty also covers roofing leaks caused by wind with a speed less than 74 m.p.h. The wind speed warranty excludes,damage where the cause includes any of
the following: (a) primary or secondary structural -components, (b) wood nailers or blocking and edge system components, (c) deck and deck fastening; (d) walls, doors,
windows, openings and other building.envelope components; (e) substrates that are deteriorated, rusted, rotted, deformed, weakened, crushed, compressed, or otherwise
failed; (f)rooftop structures and/or equipment connected to, or supported by, the roofing or waterproofing system; (g) windborne debris; or (h) neglect or physical abuse.
8. Following are some examples of conditions and types of damage not covered by this Warranty:
a. The effects of lightning, fire, flood, acid rain, thermal shock, explosion, hail, seismic event, hurricane, tornado, or microburst.
b. Improper use, order, sequencing, storage or handling of materials or systems.
C. The lack of positive slope or inadequate drainage, unless water is retained, by design, for no longer than 48 hours after the end of a precipitation event.
d. Inaccessible leaks concealed below rooftop equipment, overburden, and all other products applied to the roofing or flashing materials.
e. Failure to apply the roofing to a suitable substrate, or subsequent substrate,failure.,
f. Failure of roofing substrates or attachments..
g. A deficient pre-existing condition or any sources of water entry other than the roofing.
h. Building or substrate settlement, deflection, movement,vibration, or displacement.
I. The accumulation of moisture from condensation in or below the roofing.
j. Exposure to extreme temperatures or humidity, for example, from equipment, exhaust, steam,,hot water;, freezers, or cold storage.
k. Plants, animals, insects, or other living organisms. .
I. Incompatible materials or substances. "+ `
m. Deliberate or negligent acts such as excessive traffic, rooftop storage, vandalism, misuse„ or _abuse:
n. Falling, flying, dropped, discharged or blown materials, objects or debris..
o. Change in building occupancy or rooftop usage.
p. Unauthorized or improper repairs or modifications.
9. This Warranty becomes a binding contract once it has been signed by both parties and alrfees and expenses associated with the roofing project have been paid in full.
10.. Temporary, emergency repairs to stop a leak may be made at Owner expense and will not void this Warranty, however it is Owner's responsibility to pay the cost of
removing any excessive repairs. Promptly after making emergency repairs; Owner,is responsible for following the Warranty Claim Procedure (see Form 900).
11. SOPREMA's failure to exercise or enforce any of its rights under this. Warranty is not a waiver and does not preclude SOPREMA from exercising the same or any other
right in the future. Owner's failure to comply with any of the provisions of this Warranty applicable to it relieves SOPREMA of its obligations under this Warranty.
12. This Warranty is governed by and shall be construed and enforced in accordance with the internal laws of Ohio, without giving effect to any choice of law rules that may
require the application of the laws of another judsdiction;:-Any lawsuit by Owner that is related to the roofing or this Warranty, including the alleged breach of this Warranty,
must be filed in either the Medina County, Ohio Court'of.Common.Pleas.or the U.S. District Court for the Northern District of Ohio. Owner irrevocably consents to the
jurisdiction and venue of these courts.
13. In order for Owner to bring a lawsuit against SOPREMA, Owner must, as a condition precedent thereto, (a) have complied with all of the terms and conditions of this
Warranty applicable to it, and (b) the lawsuit must be commenced within one (1) year after the cause of action accrues. Time is of the essence. The failure to satisfy
either of these conditions precedent shall result in Owners claims being forever barred. -
14. The terms of this Warranty are severable so that any illegal, invalid or unenforceable provision, if feasible, shall be modified so that it becomes legal, valid and enforceable,
or if not so feasible, stricken, in either case without affecting the validity or enforceability of the remaining provisions.
15. This Warranty document (and the documents referred to herein) sets forth the entire agreement between SOPREMA and Owner with respect to the roofing. SOPREMA
disclaims, and Owner waives, any affirmation of fact or promise not expressly stated in this Warranty that may have been made by SOPREMA or any of its employees,
agents, representatives, or distributors.
16. The damages excluded by the terms of this Warranty include, but are not limited to, loss or reduction of profits, interruption of business, injury to or illness or death of
people, animals or other living organisms, damage or loss caused-by.or attributable to'indoor air quality (including, but not limited to, the presence or growth of mold,
mildew or other similar substance in, on or about the roof assembly), or damage to or destruction of property, including the building or any of its contents, even if SOPREMA .
has been advised of the possibility, or even the likelihood, of any of these types of damages.
17. This Warranty may be transferred to a subsequent building owner upon compliance with the following requirements: (a) a transfer request is made in writing to SOPREMA's
Warranty Department, (b) at the time the request is made, SOPREMA is paid its then current transfer fee, and (c) you complete any repairs to the roof assembly or other
building components that SOPREMA believes are necessary to preserve the watertight integrity of the roofing for the remaining term of this Warranty .
For Questions Contact: SOPREMA, Inc.
Warranty Department
201 Quadral Drive
Wadsworth, OH 44281-9571
Phone: (330) 334.0066
www.soprema.us %
(Form 101) (01/2020)