461 Atlantic Blvd COMM17-0016 E cD E ods
-, CITY OF ATLANTIC BEACH
a nj 800 Seminole Road
Atlantic Beach,Florida 32233
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date Revision to Issued Permit_ Corrections to Comments_ Permit lti.0 M -DO� .-
Project Address Vcs.
Contractor/Contact Name Y's
Phone 't7-a- mail 0-14a t-i fi Y Li o . C�•
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Description of Proposed Revision/Corrections: Perlit Fee Due$
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Additional Increase inutlding Value$ Additional S.F.
By sibelo�• affirm the Revision is inclusive of the proposed changes.
gning
(printed name)
Si / ofcontra r/Ag(e�nt(Contractor increase in valuation) Date
(office Use Only)
Approved �Qy- Denied Not Applicable to Department
Revision/Plan,Review Comments 4r He -Alr,i -Tr�s s
Department Review Required:
ia� rig
&Zo Reviewed By
Tree dministrator
ublic Utilitie 16
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Public Safety
ire ervices
Powell & Hinkle Engineering, P.A.
Ph:904.264 5570 i Fx:904.278.2646
1409 Kingsley Avenue Bldg.l2AlOrange Park FL 320735557
'.nr_ -Iheconsii otionl �ctrisi °im�rIr)hA ii
Transmittal Date: Apr-2/,2018
To: Design Cooperative,LLC Project#: 2799
1032 Hendricks Ave. Project Name: ABBQ
Jacksonville,FL 32207
(904)290-1032
Attention: Mike Kleinschmidt From: Kevin Wood
Picked up by: Priority Couriers
Delivered by: Priority Couriers
Wearesending: ❑ Tracing ® Prints ® Energy Codes ❑ Submittals
❑ Specifications ❑ Digital Media ❑ Letter/Memo ❑ Other
Copies Date Description
5(S&S) 04/27/18 El 01,Ell 02,E302,E501,M101,M201,P101,P201,P202,P401
3(1&s) 04/27/18 Florida Energy Codes
These are ❑ For Approval ❑ For your Use Z For Review and Comment ® As Requested
Transmitted:
Remarks: VE Revisions
Signed: RLw RECEIVED
t AS (Pt AUG - 8 2018
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TABLE OF CONTENTS
DIVISION 1 GENERAL REQUIREMENTS
Q0020 aNviTIAXION TO BID
99210 819 FORM
00810 SUPPLEMENTARY CONDITIONS
00860 LIST OF DRAWINGS
01110 SUMMARY OF WORK
01290 PAYMENT PROCEDURES
01330 SUBMITTALS PROCEDURES RECEIVED
01400 ORALITY REQUIREMENTS
01800 PRODUCT REQUIREMENTS
01631 SUBSTITUTION REQUEST FORM
01700 EXECUTION REQUIREMENTS
01732 CUTTING AND PATCHING AUG - 8 2018
DIVISION 2 SITE CONSTRUCTION Building Department
02362 TERMITE CONTROL City of Atlantic Beach, Ft.
DIVISION 3 CONCRETE
03300 CAST IN PLACE CONCRETE
03360 INTEGRALLY COLORED MECHANICALLY GROUND&POLISHED CONCRETE
03 is i PREGARTCONCRr n Trornoc
DIVISION 4 MASONRY
04150 MASONRY ACCESSORIES
04231 BRICK MASONRY-
04220 CONCRETE UNIT MASONRY
DIVISION 5 METALS
05120 STRUCTURAL STEEL FRAMING o^
05210 STIiiEl r FRAM n r
06370 STEEL DEG"NG I�
05500 METAL FABRICATIONS y/*
DIVISION 6 WOOD AND PLASTICS 66.• CIO
06100 ROUGH CARPENTRY-REVISED N
06130 :AM0FR FRAMING
06192 PREFABRICATED WOOD TRUSSES-NEW
06426 ARCHITECTURAL WOODWORK
ABBQtJ' TOC-1
Atlantic Beach, FIL �• t v
TABLE OF CONTENTS
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07131 MODIFIED BITUMINOUS SHEET AIR BARRIERS
07210 THERMAL INSULATION-REVISED
07272 FLUID APPLIED WEATHER AND AIR BARRIER SYSTEM
07311 ASPHALT SHINGLES-NEW
07410 MFT-Al-RQQF A ND WA
07549 POLYVINYL CHLORIDE ROOFING
07620 SHEET METAL FLASHING AND TRIM
07920 JOINT SEALANTS
DIVISION 8 DOORS AND WINDOWS
08111 HOLLOW METAL DOORS AND FRAMES
08141 FLUSH WOOD DOOR
DR91p L1J=TRA 4SIRRIES-FBL-0Rl6-WINBOWS
08380 REGTIGN"6O ERHFAD BOOR
08380 SPECIAL DOORS
` 08410 "THERM&I.V'SOOKEN FOLDING DOOR SYSTEM
08411 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
08710 FINISH HARDWARE
08800 GLAZING
DIVISION 9 FINISHES
09221 NONSTRUCTURAL METAL FRAMING
09224 STUCCO
09280 CEMENTBOARD
09290 GYPSUM BOARD
09300 TILING
09512 ACOUSTICAL TILE CEILINGS
09911 EXTERIOR PAINTING
09912 INTERIOR PAINTING
09930 STAINING AND TRANSPARENT FINISHING
DIVISION 10 SPECIALTIES
10211 TOILET COMPARTMENTS
30243 R€f Y6L-ED PVC £aFlm�FLOORING
10280 TOILET ACCESSORIES
10520 FIRE EXTINGUISHERS
DIVISION 11 EQUIPMENT
ABBO
Atlantic Beach, FL
� TOC-
TABLE OF CONTENTS
11400 SEE DRAWINGS AS DESIGNED BY OWNER
DIVISION 12 FURNISHINGS
NOT USED
DIVISION 13 SPECIAL CONSTUCTION
12-29
DIVISION 14 CONVEYING SYSTEMS
NOT USED
DIVISION 15 MECHANICAL
15400 PLUMBING
15500 HEATING,VENTILATION AND AIR CONDITIONING
DIVISION 16 ELECTRICAL
16000 ELECTRICAL
ABBO TOC-3,
Atlantic Beach, FL ���444 LLD
SECTION 06192
PREFABRICATED WOOD TRUSSES
PART1 GENERAL
1.1 DESCRIPTION
A. Drawings,general provisions of the Contract,and Division 01 Specification Sections,apply to
this Section.
B. Provide prefabricated wood trusses and prefabricated truss type units required and indicated.
Shop assemble all units and fabricate of dimension lumber with metal plate connectors.
C. Provide girder trusses where required or indicated.
D. Provide type(s)of prefabricated wood truss units indicated on drawings.
E. Fabricator is responsible for design of trusses for spacing, loads,and design criteria indicated
on dravnngs.
1.2 QUALITY ASSURANCE
A. TPI Standards: Comply with applicable requirements and recommendations of the following
Truss Plate Institute(TPI)publications:
1. Design Specification for Metal Plate Connected Wood Trusses.
2. Commentary and Recommendations for Handling and Erecting Wood Trusses.
3. Commentary and Recommendations for Bracing Wood Trusses.
4. Quality Control Manual.
5. Design Specification and Metal Plate Connected Parallel Chord Wood Trusses.
B. Wood Structural Design Standard: Comply with applicable requirements of National Design
Specification for Wood Construction published by N.F.P.A.(National Forest Products Assoc.).
C. Lumber Standard: Comply with PS 20,
D. Connector Plates: Manufacturer shall be a member of TPI and shall comply with TPI Quality
Control Manual.
E. Truss Fabricator:
1. Provide trusses by fabricator which participates in TPI Quality Control Inspection
Program as a licensee authorized to apply TPI marks to trusses.
2. Fabricator shall engage a structural engineer, registered in the state where the project
is located,to design trusses and prepare shop drawings.
1.3 SUBMITTALS
A. Submit fabricators product data for lumber, metal plates, and fabrication process.
B. Shop Drawings: Show fabrication and installation details for trusses.
ABBQ 06192-1
Atlantic Beach, FL
1. Show location, pitch, span, camber, configuration, and spacing for each type of truss
required.
2. Indicate sizes,stress grades, and species of lumber.
3. Indicate locations, saes, and materials for permanent bracing required to prevent
buckling of individual truss members due to design loads.
4. Indicate type, size, material, finish, design values, orientation, and location of metal
connector plates.
5. Submit design calculations.
6. Shop drawings and design calculations shall be signed and sealed by a registered
structural engineer licensed to practice in the state where the project is located.
1.4 DELIVERY,STORAGE AND HANDLING
A. Handle and store trusses in accordance with TPI recommendations to prevent damage or
distortion and out-of-plane bending.
B. Do not lay wood trusses flat during shipping and storage. Maintain in erected position at all
times. Store trusses elevated off the ground and protect from weather and moisture.
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Provide metal-plate-connected wood trusses capable of withstanding design loads within limits
and under conditions indicated. Comply with requirements in TPI 1 unless more stringent
requirement are specified below.
2.2 DIMENSION LUMBER
A. Mark each piece of lumber in the mill with type,grade,mill and grading agency.
B. Provide kiln dried lumber with a maximum moisture content of 19%at time of fabrication.
C. Lumber Species: Southern Pine,graded by SPIB.
D. Lumber Grade: Provide grade required to conform to truss design for stresses and loads
required. Provide S4S lumber, No.2 structural grade,minimum.
E. Stress Rating: Provide lumber which has been graded or tested and certified, at indicated
moisture content,to have the stress rating to conform to fabricator's design.
2.3 METAL CONNECTOR PLATES
A. Fabricate connector plates to comply with TPI 1.
B. Material: Sheet steel,not lass than 0.036 inch thick. Provide plates fabricated of
1. Galvanized Sheet Steel: ASTM A 446,Grade A,Coating G60.
C. Hurricane Anchors: Fabricate of galvanized steel sheet designed for wind up-lift indicated.
Provide nails for anchoring recommended by anchor manufacturer.
2.4 FASTERNERS
A. Provide fasteners of size and type indicated that comply with requirement specifed in this
article for material and manufacturer.
1. Provide fasteners for use with metal framing anchors that comply with written
recommendations of metal framing manufacturer.
2. Where trusses are exposed to weather, in ground contact, made from pressure.
preservative treated wood, or in area of high relative humidity, provide fasteners with
ABBQ 06192-2
Atlantic Beach, FL
hotdip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless
steel.
B. Nails, Brads,and Staples:ASTM F 1667.
2.4 FABRICATION
A. Cut truss members to accurate lengths, angles, and sizes with tight wood-to-wood bearing
joints in assembled units.
B. Fabricate metal connector plates to size, shape, gage and detail required for structural
designs required.
C. Assemble truss units using jigs to ensure uniformity and accuracy. position members to
produce design camber indicated.
D. Conned truss members by metal connector plates accurately located and securely embedded
simutianeously in both sides of wood members by air or hydraulic press.
PART 3-EXECUTION
3.1 ERECTION
A. Install woad trusses only after supporting construction is in place and is braced and secured.
B. Erect and brace busses to comply with recommendations of manufacturer and Truss Plate
Institute with plane of truss web vertical(plumb)and parallel to each other. Locate accurately
at spacings indicated.
C. Hoist units in place by lifting equipment, applied at lift points recommended by fabricator.
Exercising care not to damage truss members of joints by out-of-plane bending.
D. Provide temporary bracing as required to maintain trusses plumb, parallel until permanent
bracing is installed.
E. Anchor trusses securely at bearing points to comply with methods and details indicated.
Anchor each mod to wood bearing with two hurricane anchors.
F. Install permanent bracing and related components to enable trusses to maintain design
spacing, withstand live and dead loads including lateral loads before construction loads are
applied. Bracing shall conform to TPI recommendations.
G. Provide a ridge member,same size as top chord, cut between each truss member and nailed
securely.
H. Do not alter trusses in field. Do not cut,dril,notch,or remove truss members.
I. Replace wood trusses that are damaged or do not meet requirements.
END OF SECTION
ABBU 06192-3
Atlantic Beach, FL
SECTION 07311
ASPHALT SHINGLES
PART1 -GENERAL
1.0 RELATED DOCUMENTS:
A. Drawings,general provisions of the Contract and Division 01 Specification Sections,apply to this
section.
1.1 DESCRIPTION
A. Extant of shingles is indicated on drawings and is hereby defined to include units employed as
weather protection for roofs.
B. Shingle roofing provided shall match existing shingle roofing.
1.2 QUALITY ASSURANCE
A. UL Lisfing: Provide labeled materials which have been tested and listed by UL for class and rating
indicated for each shingle type required.
1.3 SUBMITTALS
A. Product Data: Submit technical product data,installation instructions and recommendations from
shingle manufacturer,inlcuidng data that materials comply with requirements.
B. Samples: Submit full range of samples for color and texture selection. After selection,submit 2
full-size shingles for verification of the color,style and texture selected.
1.4 DELIVERY,STORAGE AND HANDLING
A. Deliver materials in manufacturer's unopened,labeled bundles,rolls or containers.
S. Store materials to avoid water damage and store rolled goods on end. Comply with manufacturers
recommendations for job-site storage and protection.
1.5 JOB CONDITIONS
A. Substrate: Proceed with shingle work only after substrate construction and penetrating work have
been completed.
B. Weather Conditions: Proceed with shingle work only when weather conditions are in compliance
with manufacturers recommendations and when substrate is completely dry.
1.6 WARRANTY
A. Provide shingle manufacturers warranty on installed work,agreeing to pay for repair or
replacement of defective shingles as necessary to eliminate leaks. Period of warranty is 20 years
from date of substantial completion.
PART 2-PRODUCTS
2.1 ASPHALT SHINGLE MATERIALS
A. Square Tab Strip Shingles, UL Class C,Heavyweight: Mineral-surfaced,self-sealing,3-tab organic
felt based asphalt shingles complying with ASTM D 225,bearing UL Class C external fire exposure
label and UL wind resistant label,weighing not less than 290 lbs.per square. Color as selected by
Architect.
1. Available Products: Subject to compliance with requirements.
ABBQ 073110-1
Atlantic Beach, FL
2.2 UNDERLAYMENT
A. Polyethylen"heet-backed rubberized asphalt membrane,40 mils thick. Provide primer when
recommended by undedayment manufacturer. One of the following or approved equivalent.
1. "Bituthene Ice&Water Shield,"W.R.Grace&Co.
2. "Polyken 640 Undedayment Membrane,'Polyken Technologies.
3. "Polyguard Deck Guard,"Polyguard Products, Inc.
4. 'Ice Guard Membrane No. 108-AG,"Royston Laboratories,Inc.
5. 'Jiffy Seal Ice and Water Guard,"Protector Wrap Co.
2.3 ACCESSORY MATERIALS
A. Asphalt-Saturated Roofing Felt: No. 15,unperforated organic felt,complying with ASTM D 226,
Type I, 36"wade,approximate weight 18 lbs./square.
B. Smooth Surface Roll Roofing: Smooth surface asphalt roll roofing,36"wide,complying with ASTM
D 224,Type I.
D. Asphalt Plastic Cement: Fibrated asphalt cement complying with ASTM D 2822,designed for
trowel application.
F. Hip and Ridge Shingles: Job fabricated units cut from actual shingles used.
G. Nails: Aluminum or hotdip galvanized 11 or 12 gage,sharp-pointed,conventional roofing nails with
barbed shanks,minimum 3/8"diameter head and of sufficient length to penetrate 3/4"into solid
decking or to penetrate through plywood sheathing.
I. Metal Drip Edge: Minimum.024"mill finish aluminum sheet,brake-formed to provide 3"roof deck
flange and IY inch fascia flange with -inch drip at lower edge. Fumish in For 10'lengths.
PART 3-EXECUTION
3.1 INSPECTION
A. Examine substrate and conditions under which shingling work is to be performed and must notify
Contractor in writing of unsatisfactory conditions. Do not proceed with shingling work until
unsatisfactory conditions have been corrected.
3.2 PREPARATION OF SUBSTRATE
A. Clean substrate of any projections and substances detrimental to shingling work. Cover knotholes
or other minor voids in substrate with sheet metal flahsing secured with roofing nails.
B. Coordinate installation of shingles with flashing and other adjoining work to insure proper
sequencing. Do not install shingle roofing until all vent stacks and other penetrations through
roofing have been installed and are securely fastened against movement
3.3 INSTALLATION
A. General: Comply with instructions and recommendations of shingle manufacturer,except to extent
more stringent requirements are indicated.
B. Undedayment. Apply self-adhering underlayment in one layer,horizontally over entire surface,
lapping succeeding courses 2"minimum and fastening with sufficient nails to hold in place until
shingle application.
C. Shingles:
1. Install started strip of roll roofing or inverted shingles with tabs removed;fasten shingles in
pattern,weather exposure and number of fasteners per shingle as recommended by
manufacturer. Use horizontal and vertical chalk lines to insure streight coursing.
ABBQ 073110-2
Atlantic Beach, FL
2. Comply with installation details and recommendations of shingle manufacturer and NRCA
Steep Roofing Manual.
E. Flashing and Edge Protection: Install metal flashing,vent flashing and edge protection as indicated and in
compliance with details and recommendations of the NRCA Steep Roofing Manual.
End of Section
ABBQ 073110.3
Atlantic Beach, FL
SECTION 08410
THERMALLY BROKEN FOLDING DOOR SYSTEM
PART1-GENERAL
1.1 RELATED DOCUMENTS
A. Drawings,general provisions of the Contract Conditions and Division 01 Specificafion Sections,
apply to this Section.
1.2 RELATED SECTIONS
A. Section 03300-Cast-In-Place Concrete: Openings in cast-in-place concrete.
B.Section 03450-Precast Concrete Wall Panels:Openings in precast concrete wall
panels.
B. Section 04810-Unit Masonry Assemblies:Openings in masonry.
C. Section 05400-Cold Formed Metal Framing:Framed Openings.
D. Section 06100-Rough Carpentry: Framed openings.
E. Section 06200-Finish Carpentry: Interior wood casing.
F. Section 07210-Building Insulation: Batt insulation at window perimeter.
G. Section 07460-Siding and trim.
I. Section 07620-Flashing and Sheet Metal:Flashing associated with windows and
doors.
J. Section 07900-Joint Sealers: Perimeter joint sealant and backer rod.
1.3 REFERENCES
A. AAMAANDMA/CSA 101/I.S.2/A440-08(NAFS-08)-Standard/Specification for
windows,doors,and unit skylights.
B. AAMA CW-1 0-Care and Handling of Architectural Aluminum from Shop to Site.
C. AAMA 610.1 -Cleaning and Maintenance of Painted Aluminum Extrusions and
Curtain Wall Panels.
D. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum.
E. AAMA 1801-Voluntary Specification for the Acoustical Rating of Windows,Doors
and Glazed Wall Sections
F. AAMA 2604—Voluntary Specification,Performance Requirements and Test
Procedures for High Performance Organic Coatings on Aluminum Extrusions and
Panels.
G. AAMA 2605—Voluntary Specification,Performance Requirements and Test
Procedures for Superior Performance Organic Coatings on Aluminum Extrusions
and Panels.
ABBO 08410-1
Atlantic Beach, FL
H. ASTM C 864-Standard Specification for Dense Elastomenc Compression Seal
Gaskets,Setting Blocks,and Spacers.
I. ASTM C 1115-Standard Specification for Dense Elastomeric Compression Seal
Gaskets,Setting. Blocks,and Spacers.
J. ASTM E 330-Standard Test Method for Structural Performance of Exterior
Windows,Curtain Walls,and Doors By Uniform Static Air Pressure Difference.
K. ASTM E 547-Water Penetration of Exterior Windows, Curtain Walls, and Doors.
L. ASTM E 1886-Standard Test Method for Performance of Exterior Windows,Curtain
Walls,Doors,and Impact Protective Systems Impacted by Missile(s)and Exposed
to Cyclic Pressure Differentials.
M. ASTM E 1996:'Standard Specification for Performance of Exterior Wndows,
Curtain Walls, Doors and Impact Protective Systems Impacted by W ndbome Debns
in Hurricanes".
N. ANSI 297.1 -Safety Glazing Materials Used in Buildings-Safety Performance
Specifications and Methods of Test.
1.4 PERF0RMANCEREQUIREMENTS
A. System Design: Design and size components to withstand dead and live loads
caused by pressure and suction of wind acting normal to plane of folding glass wall
as calculated in accordance with applicable code.
B. Ouhvard/Inward opening Euro-C 5 Thermally Broken Aluminum Folding Doorsystem.
1. HAMA/WDMA/CSA 101 /I.S.2/A440-08(NAFS-08),Air infiltration:A2,
Water Leakage Resistance: DP50,Wind Load Resistance: DP50.
2. Design Pressure:2400 Pa(50 psf),ASTM E330, Procedure A.
3. Negative Design Pressure=2400 Pa(50 pal),ASTM E330, Procedure A.
4. Water Penetration Resistance:7.5 LBS,ASTM E 547 with no leakage.
5. Air Leakage Resistance:A2 under NAFS-08.
C. Thermal NFRC testing(simulation)T'I-G glass(LowE 366 @ 189).32 to.50 U-Factor,SHGC<.19
1. ASTM E 330, Procedure A: Uniform Load Structural: PG 50+/_(2400 Pa/
75 pal).
2. HAMA/WDMA/CSA 101/I.S.2/A440-08(NAFS-08),Air infiltration:A3,
Water Leakage Resistance:DP50(510 PA),Wind Load Resistance
3. Design Pressure:33W Pa(50 ps0,ASTM E 330, Procedure A.
4. Negative Design Pressure:50 DP-ASTM E 330,Procedure A.
5. Water Penetration Resistance:510 Pa(10.5 Pao,ASTM E 547.
6. Air Leakage Resistance:A2(NAFS-08)
D. Outward/Inward opening Euro-05 Thermally Broken Aluminum Folding Door system when
tested on a typical four panel folding door unit(31-3R),252"(6400.8 mm)in width and 120"
(3048 mm)in height shall meet or exceed the following performance tests.
1. ASTM E 1886: 10 Large Missile Impact Shots: Not Tested
2. ASTM E 1996:9000 Air Pressure Cycles(Positive/Negative):50 Pat(2400
Pa).
3. ASTM E 330,Procedure A: Uniform Load Structural: DP50.(2400 Pa/75
Pa0
4. AAMA/WDMA/CSA 1011 I.S.2/A440-08(NAFS-08),Air infiltration:A3,
Water Leakage Resistance: DP50,Wind Load Resistance: DP50(2400
PA).
5.Design Pressure:2400 Pa(50 psf),ASTM E 330, Procedure A.
6. Negative Design Pressure:2400 Pa(50 ps0,ASTM E 330,Procedure A.
7.Water Penetration Resistance:510 Pa(10.5 Pat),ASTM E 547.
B.Leakage Resistance:A2(NAFS-08)
9.TAS 201 TAS 202 TAS 203, Not Tested
1.5 SUBMITTALS
ABBQ 08410.2
Atlantic Beach, FL
A. Submit under provisions of Section 01300.
B. Product Data:Manufacturers data sheets on each product to be used,including:
J.Preparation instructions and recommendations,
2. Storage and handling requirements and recommendations.
3.Installation methods.
C. Shop Drawings: Detailed drawings prepared specifically for the project by
manufacturer.Shaw opening dimensions,framed opening tolerances,profiles,
product components,anchorages,and accessories.
1. Indicate material thickness,fastener locations,glazing and hardware
arrangements.
2. Include schedule identifying each unit,with marks or numbers referencing
drawings.
D. Selection Samples: For each finish product specified,two complete sets of color
chips representing manufacturers full range of available colons and patterns.
E. Verification Samples:
1. Aluminum Finish:Two samples,minimum size 2 by 3 inches(50 by 75 mm),
representing actual product and color.
F. Manufacturers Certificates:Certify products meet or exceed specified requirements.
G. Closeout Submittals: Provide manufacturers maintenance instructions that include
recommendations for periodic checking and adjustment and periodic cleaning and
maintenance of all components
1.8 QUALITY ASSURANCE
A. Manufacturer Qualifications:Company specializing in manufacturing products
specified in this Section with minimum 3 years experience in fabrication and erection
of glazed window wall systems for projects of similar scope. N.A.M.I.Quality
Assurance compliant#18841. ISO/IEC 17020&Guide 53.State of Florida QUA
1789.
B. Installer Qualifications:Experienced in performing work of this section that has
specialized in installation of work similar to that required for this project.
C. Mock-Up: Provide a full size mock-up for evaluation of surface preparation
techniques and application workmanship.
1. Finish areas designated by Architect.
2. Do not proceed with remaining work umll workmanship,color,and sheen are
approved by Architect.
3. Refinish mock-up area as required to produce acceptable work.
4. Incorporate accepted mock-up as part of the Work.
1.7 DELIVERY,STORAGE,AND HANDLING
A. Store products in manufacturers unopened packaging until ready for installation.
B. Provide care and handling conforming to AAMA CW-1 0,"Care and Handling of
Architectural Aluminum from Shop to Site'.
C. Store products out of contact with the ground,under a weather tight covering,so as
to prevent banding,warping,or other damage.Do not cover with unventilated tarps,
polyethylene film,or similar coverings.
D. Protect factory finishes from damage,precipitation and construction materials until
ready for installation.
1.8 SEQUENCING
ABBQ 08410.3
Atlantic Beach, FL
A. Ensure that locating templates and other information required for installation of
products of this section are furnished to affected trades in time to prevent
intemuptlon of construction progress.
B. Ensure that products of this section are supplied to affected trades in time to prevent
interruption of construction progress.
1.9 PROJECT CONDITIONS
A. Maintain environmental conditions(temperature,humidity,and ventilation)within
limits recommended by manufacturer for optimum results.Do not install products
under environmental conditions outside manufacturers absolute limits.
1.10 WARRANTY
A. Euro-Wall products are warranted for 10 years.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Eurs-Wall;24100 Tiseo Blvd.,Punta Gonda,FL 33980.
ASD. Phone Toll Free:888-989-EURO(3876). Fax:941-9795317.Web Site:
www.euro-wall.com.Email:engineennoReuro-wall om
B. Substitutions: Not permitted.
C. Requests for substitutions will be considered in accordance with provisions of
Section 01600.
2.2 ALUMINUM SLIDING/FOLDING DOORS
A. Provide top hung sliding/folding glass doors to fit the openings and configurations
indicated on the Drawings.Provide system complete with head,sill and jambs
complete with weatherstripping,operating hardware and specified accessories as
follows:
2. System: Euro-Wall System LLC Euro-C3 Aluminum folding doors system as
manufactured by Euro-Wall Systems LLC
4. Door Panel Size:Provide doors as a factory fabricated knock-down system.
a.As indicated on the Drawings.
5. Operation:
a.Out-folding system.
6. Glazing:Provide safety glazing materials complying with ANSI Z97.1 and with
the requirements of Section 08800.
a.Glazing: 1 inch(24 mm)Sealed insulating glass.
7. Framing: Extruded aluminum with nominal thickness of.080 inches(2.0 mm)
to.1562(4mm).
8. Weatherstripping
a. Dual weatherstripping on head,jambs and between panels,and single
weatherstripping on sill.
b.Hinge gaskets on specific hinges.
9. Sill:
a.Standard Sill
Acceptable Manufacturer:Euro-Wall;2200 Murphy Court,North Port,FL 34289.
10. Hardware: Folding door.
a.Aluminum hinges,color as follows:
1)Black Powder Coat
a. Stainless steel corrosion proof carriers with sealed,self-
lubrication, ball bearing multi-rollers.
11.Door Handles: b.Twinpoint Handle and Gear Box with Stainless shoot bolts.
a. Provide product literature with handle options with shop drawing submittal
ABBQ 08410-0
Atlantic Beach, FL
2.3 MATERIALS
A. Aluminum:6063-T5 alloy and temper.Other alloys and tempers may be used for
non-structural members provided they do not void the required warranties.Indicate
alloys and tempers clearly on shop drawings and in structural calculations.
B. Glazing:Provide glazing type specified complying with ANSI Z97.1.
C. Flashings:Sheet aluminum,same finish as for system components;secured with
concealed fastening method or fastener with head finished to match;thickness as
required for conditions encountered.
D. Glazing Gaskets:Dry glazing system compression type design, replaceable; EPDM,
complying with ASTM C 664,with solid strand cord to prevent shrinkage or;
Elastomenc silicone with solid strand cord to prevent shrinkage,complying with
ASTM C 1115,as provided by the manufacturer.
1. Manufacturers standard black color.
E. Setting Blocks, Edge Blocks,and Spacers:As required by manufacturer and
compatible with insulated glass where required.
F. Anchors and Fasteners:Aluminum,zinc and stainless steel of type,which will not
cause electrolytic action or corrosion.
G. Accessories:Provide accessories as scheduled to achieve design intent and
environmental control.
H. Aluminum Finish:Anodized Class 1 complying with HAMA 611 Class 1 Acid Etch
anodic coatings.
1. Color: Black.
1. Aluminum Finish: Standard mill finish with custom finish as follows:
1. Kynar 70%finish:D2000-AAMA 2605(10 year Florida)20 year
manufacturers warranty.Color as selected from manufacturers standard
2.4 FABRICATION
A. Fabricate components in accordance with approved shop drawings.Remove burrs
and rough edges.Shop fabricate to greatest extent practicable to minimize field
cutting,splicing,and assembly.
B. Fabricate components true to detail and free from defects impairing appearance,
strength or durability.
C. Fabricate components to allow for accurate and rigid fit of joints and corners.Match
components carefully ensuring continuity of line and design.Ensure joints and
connections will be flush and weathertight.Ensure slip joints make full,tight contact
and are weathertight.
D. Reinforce components at anchorage and support points,at joints,and at attachment
points for interfacing worts.
E. Glass:Accurately size glass to fit openings allowing clearances following
recommendations of the manufacturer.
F. Cut glass clean and carefully. Nicks and damaged edges will not be accepted.
Replace glass that has damaged edges.
PART 9 EXECUTION
3.1 EXAMINATION
A. Do not begin installation unfit substrates have been properly prepared.
ABBO 064105
Atlantic Beach, FL
B. Verify openings are ready to receive work and dimensions and clearances are as
indicated on the approved shop drawings.
C. If preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.3 INSTALLATION
A. Install in accordance with manufacturers instructions.
B. Install system in accordance with approved shop drevdngs and manufacturers
instructions.
C. Install components level, plumb and true to line with uniform joints. Do not use
defective parts that are warped,twisted, bowed,dented or abraded.
D. Separate dissimilar materials using nonconductive tape,paint,or other material not
visible in finished work.
E. Provide attachments and shims to permanently fasten system to building structure.
F. Maintain dimensional tolerances and alignment with adjacent Work.
G. Anchor securely in place,allowing for required movement, including expansion and
contraction.
H. Install glazing and sealants in accordance with manufacturers instructions without
exception, including surface preparations.
I. Set sill members in bed of sealant. Set other members with internal sealants to
provide weathertight construction.
J. Install flashings,closures, corners,and other accessories as required or detailed.
K. Clean surfaces and install sealant in accordance with sealant manufacturers
instructions and structure manufacturer's guidelines.
3.4 ADJUSTING AND CLEANING
A. Adjust hinge sets,locksets,and other hardware for proper operation. Lubricate
using a suitable lubricant compatible with door and frame coatings.
B. Remove temporary coverings and protection of adjacent work areas. Repair or
replace damaged installed products.Clean installed products in accordance with
manufacturers instructions before owners acceptance.
B. Clean and maintain aluminum surfaces in accordance with AAMA 610.1.
D. Remove from project site and legally dispose of construction debris associated with
this work.
3.5 PROTECTION
A. Protect installed products until completion of project.
END OF SECTION
ABBQ 06410-6
Atlantic Beach, FL
TABLE OF CONTENTS
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07131 MODIFIED BITUMINOUS SHEET AIR BARRIERS
07210 THERMAL INSULATION-REVISED
07272 FLUID APPLIED WEATHER AND AIR BARRIER SYSTEM
07311 ASPHALT SHINGLES-NEW
8741 PON" S
07549 POLYVSHEET NYL CHLORIDE METALFLASHINROOFING RECEIVED
07620 SHEET METAL FLASHING AND TRIM
07920 JOINT SEALANTS
DIVISION 8 DOORS AND WINDOWS
08111 HOLLOW METAL DOORS AND FRAMES
041 FLUSH WOOD DOOR Building Department
=26 FADDOOR City of Atlantic Beach, FL
08380 SPECIAL DOORS
08410 THERMALLY BROKEN FOLDING DOOR SYSTEM
08411 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS
08710 FINISH HARDWARE
08800 GLAZING
DIVISION 8 FINISHES
vXISX0 0016
09221 NON-STRUCTURAL METAL FRAMING `.L '
09224 STUCCO
09280 CEMENT BOARD
09290 GYPSUM BOARD 151?
g �
09300 TILING 0P e
09512 ACOUSTICAL TILE CEILINGS SIGNED
09911 EXTERIOR PAINTING
09912 INTERIOR PAINTING
09930 STAINING AND TRANSPARENT FINISHING
DIVISION 10 SPECIALTIES 0
10211 TOILET COMPARTMENTS 10 '
10213 l rD PVG SAIF0Y v nnGYlr C
10280 TOILET ACCESSORIES Op
10520 FIRE EXTINGUISHERS
DIVISION 11 EQUIPMENT
ABBQ TOC-2
Atlantic Beach, FL
TABLE OF CONTENTS
DIVISION 1 GENERAL REQUIREMENTS
00020 INVITATION TO BIB
00100 MST—ICTION To RIPPERS
99319 BID FORM
00810 SUPPLEMENTARY CONDITIONS
00860 LIST OF DRAWINGS
01110 SUMMARY OF WORK
01290 r PAYMENTPROCEDURES
01330 SUBMITTALS PROCEDURES
—0400 QUALITY REQUIREMENTS
01600 PRODUCT REQUIREMENTS
01631 SUBSTITUTION REQUEST FORM
04%00 EXECUTION REQUIREMENTS
01732 CUTTING AND PATCHING
a
DIVISION 2 SITE CONSTRUCTION
02362 TERMITE CONTROL
DIVISION 3 CONCRETE
03300 CAST IN PLACE CONCRETE
03360 INTEGRALLY COLORED MECHANICALLY GROUND&POLISHED CONCRETE
02484 PRECAST FOIOPIETE CDUNFERTDPS
DIVISION MASONRY
04150 MASONRY ACCESSORIES
04210 BRIOK MASONRY
04220 CONCRETE UNIT MASONRY
DIVISION 5 METALS
05120 STRUCTURAL STEEL FRAMING
05210 ST€€L (GIST F^"" G
05310 S3€r-L-D€sKUJG
05500 METAL FABRICATIONS
DIVISION 6 WOOD AND PLASTICS
06100 ROUGH CARPENTRY-REVISED
06130 TIMRFR FRO MING
06150 W60D-D€CKING
06192 PREFABRICATED WOOD TRUSSES-NEW
06426 ARCHITECTURAL WOODWORK
ABBQ
Atlantic Beach, FL �O,L� TOC-I
TABLE OF CONTENTS
11400 SEE DRAWINGS AS DESIGNED BY OWNER
DIVISION 12 FURNISHINGS
NOT USED
DIVISION 13 SPECIAL CONSTUCTION
12120 RRrrN ENO OSURE
DIVISION 14 CONVEYING SYSTEMS
NOT USED
DIVISION 15 MECHANICAL
15400 PLUMBING
15500 HEATING,VENTILATION AND AIR CONDITIONING
DIVISION 16 ELECTRICAL
16000 ELECTRICAL
t/05
�c
ABBO TO
Atlantic Beach, FLS '«
SECTION 06192
PREFABRICATED WOOD TRUSSES
PART1 GENERAL
1.1 DESCRIPTION
A. Drawings,general provisions of the Contract,and Division 01 Specification Sections,apply to
this Section.
B. Provide prefabricated wood trusses and prefabricated truss type units required and indicated.
Shop assemble all units and fabricate of dimension lumber with metal plate connectors.
C. Provide girder trusses where required or indicated.
D. Provide type(s)of prefabricated wood truss units indicated on drawings.
E. Fabricator is responsible for design of trusses for spacing,loads, and design criteria indicated
on drawings.
1.2 QUALITY ASSURANCE
A. TPI Standards: Comply with applicable requirements and recommendations of the following
Truss Plate Institute(TPI)publications:
1. Design Specification for Metal Plate Connected Wood Trusses.
2. Commentary and Recommendations for Handling and Erecting Wood Trusses.
3. Commentary and Recommendations for Bracing Wood Trusses.
4. Quality Control Manual.
5. Design Specification and Metal Plate Connected Parallel Chord Wood Trusses.
B. Wood Structural Design Standard: Comply with applicable requirements of National Design
Specification for Wood Construction published by N.F.P.A.(National Forest Products Assoc.).
C. Lumber Standard: Comply with PS 20.
D. Connector Plates: Manufacturer shall be a member of TPI and shall comply with TPI Quality
Control Manual.
E. Truss Fabricator'.
1. Provide trusses by fabricator which participates in TPI Quality Control Inspection
Program as a licensee authoraed to apply TPI marks to trusses.
2. Fabricator shall engage a structural engineer, registered in the state where the project
is located,to design trusses and prepare shop drawings.
1.3 SUBMITTALS 0-4
A. Submit fabricators product data for lumber, metal plates, and fabrication process. Oe
00
B. Shop Drawings: Shaw fabrication and installation details for trusses. oo
ABBQ 06192-1
Atlantic Beach, FL
1. Show location, pitch, span, camber, configuration, and spacing for each type of truss
required.
2. Indicate sizes,stress grades,and species of lumber.
3. Indicate locations, sizes, and materials for permanent bracing required to prevent
buckling of individual truss members due to design loads.
4. Indicate type, size, material, finish, design values, orientation, and location of metal
connector plates.
5. Submit design calculations.
6. Shop drawings and design calculations shall be signed and sealed by a registered
structural engineer licensed to practice in the state where the project is located.
1.4 DELIVERY, STORAGE AND HANDLING
A. Handle and store trusses in accordance with TPI recommendations to prevent damage or
distortion and out-of-plane bending.
B. Do not lay wood trusses Bat during shipping and storage. Maintain in erected position at all
times. Store trusses elevated off the ground and protect from weather and moisture.
PART 2-PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Provide metal-plate-connected wood trusses capable of withstanding design loads within limits
and under conditions indicated. Comply with requirements in TPI 1 unless more stringent
requirement are specified below.
2.2 DIMENSION LUMBER
A. Marc each piece of lumber in the mill with type,grade, mill and grading agency.
B. Provide kiln dried lumber with a maximum moisture content of 19%at time of fabrication.
C. Lumber Species: Southern Pine,graded by SPIB.
D. Lumber Gracie: Provide grade required to conform to truss design for stresses and loads
required. Provide S4S lumber,No.2 structural grade,minimum.
E. Stress Rating: Provide lumber which has been graded or tested and certified, at indicated
moisture content,to have the stress rating to conform to fabricators design.
2.3 METAL CONNECTOR PLATES
A. Fabricate connector plates to comply Win TPI 1.
B. Material: Sheet steel,not less then 0.036 inch thick. Provide plates fabricated of:
1. Galvanized Sheet Steel: ASTM A 446,Grade A, Coating G60.
C. Hurricane Anchors: Fabricate of galvanized steel sheet designed for wind up-liB indicated.
Provide nails for anchoring recommended by anchor manufacturer.
2.4 FASTERNERS
A. Provide fasteners of size and type Indicated that comply with requirement specifed in this
article for material and manufacturer.
1. Provide fasteners for use with metal framing anchors that comply with written
recommendations of metal framing manufacturer.
2. Where trusses are exposed to weather, in ground contact, made from pressure-
preservative treated mod, or in area of high relative humidity, provide fasteners with
ABBQ 06192-2
Atlantic Beach, FL
hotdip zinc coating complying with ASTM A 153/A 153M or of Type 304 stainless
steel.
B. Nails,Brads,and Staples:ASTM F 1667.
2.4 FABRICATION
A. Cut truss members to accurate lengths, angles, and sizes with tight wood-to-wood bearing
joints in assembled units.
B. Fabricate metal connector plates to size, shape, gage and detail required for structural
designs required.
C. Assemble truss units using jigs to ensure uniformity and accuracy. Position members to
produce design camber indicated.
D. Connect truss members by metal connector plates accurately located and securely embedded
simultaneously in both sides of wood members by air or hydraulic press.
PART 3-EXECUTION
3.1 ERECTION
A. Install mod trusses only after supporting construction is in place and is braced and secured.
B. Erect and brace trusses to comply with recommendations of manufacturer and Truss Plate
Institute with plane of truss web vertical(plumb)and parallel to each other. Locate accurately
at spacings indicated.
C. Hoist units in place by lifting equipment, applied at lift points recommended by fabricator.
Exercising care not to damage truss members of joints by out-of-plane bending.
D. Provide temporary bracing as required to maintain trusses plumb, parallel until permanent
bracing is installed.
E. Anchor trusses securely at bearing points to comply with methods and details indicated.
Anchor each wood to wood bearing with two hurricane anchors.
F. Install permanent bracing and related components to enable trusses to maintain design
spacing, withstand live and dead loads including lateral loads before construction loads are
applied. Bracing shall conform to TPI recommendations.
G. Provide a ridge member, same size as top chord,cut between each truss member and nailed
securely.
H. Do not alter trusses in field. Do not cut,dril, notch,or remove truss members.
I. Replace wood trusses that are damaged or do not meet requirements.
END OF SECTION
�OV
C0A
ABBO 06192-3
Atlantic Beach, FL
SECTION 07311
ASPHALT SHINGLES
PART 1 -GENERAL
1.0 RELATED DOCUMENTS:
A. Drawings,general provisions of the Contract and Division 01 Specification Sections,appy to this
section.
1.1 DESCRIPTION
A. Extent of shingles is indicated on drawings and is hereby defined to include units employed as
weather protection for roofs.
B. Shingle roofing provided shall match existing shingle roofing.
1.2 QUALITY ASSURANCE
A. UL Listing: Provide labeled materials which have been tested and listed by UL for class and rating
indicated for each shingle type required.
1.3 SUBMITTALS
A. Product Data: Submit technical product data, installation instructions and recommendations from
shingle manufacturer,inlcuidng data that materials comply with requirements.
B. Samples: Submit full range of samples for color and texture selection. After selection,submit 2
full-size shingles for verification of the color,style and texture selected.
1.4 DELIVERY,STORAGE AND HANDLING
A. Deliver materials in manufacturer's unopened,labeled bundles, rolls or containers.
B. Store materials to avoid water damage and stare rolled goods on end. Comply with manufacturers
recommendations for job-site storage and protection.
1.5 JOB CONDITIONS
A. Substrate: Proceed with shingle work only after substrate construction and penetrating work have
been completed.
B. Weather Conditions: Proceed with shingle work only when weather conditions are in compliance
with manufacturers recommendations and when substrate is completely dry.
1.6 WARRANTY
A. Provide shingle manufacturers warranty on installed work,agreeing to pay for repair or
replacement of defective shingles as necessary to eliminate leaks. Period of warranty is 20 years
from date of substantial completion.
PART 2-PRODUCTS
2.1 ASPHALT SHINGLE MATERIALS
A. Square Tab Strip Shingles,UL Class C, Heavywefight: Mineral-surfaced,self-sealing,34ab organic
felt based asphalt shingles complying with ASTM D 225,bearing UL Class C external fire exposure
label and UL wind resistant label,weighing not less than 29D Ibs.per square. Color as s/Iq,Otetl by
Architect. N
1. Available Products: Subject to compliance with requirements. V 00
�
ABBQ 073110-1 !
Atlantic Beach, FL
2.2 UNDERLAYMENT
A. Polyethylene-sheet-backed rubberized asphalt membrane,40 mils thick. Provide primer when
recommended by undedayment manufacturer. One of the following or approved equivalent.
1. "Bituthene Ice 8 Water Shield,"W.R.Grace 8 Co.
2. "Polyken 640 Undedayment Membrane,"Polyken Technologies.
3. "Polyguard Deck Guard."Polyguard Products,Inc.
4. "Ice Guard Membrane No. 108-AG,"Royston Laboratories,Inc.
5. "Jiffy Seal Ice and Water Guard,"Protector Wrap Co.
2.3 ACCESSORY MATERIALS
A. Asphalt-Saturated Roofing Felt: No. 15,unperforated organic felt,complying with ASTM D 226,
Type I,36"vide, approximate weight 18 lbs./square.
B. Smooth Surface Roll Roofing: Smooth surface asphalt roll roofing, 36"wide,complying with ASTM
D 224,Type I.
i
D. Asphalt Plastic Cement: Fibrated asphalt cement complying with ASTM D 2822,designed for
trowel application.
F. Hip and Ridge Shingles: Job fabricated units cut from actual shingles used.
G. Nails: Aluminum or hot-dip galvanized 11 or 12 gage,sharp-pointed,conventional roofing nails with
barbed shanks,minimum 3/8"diameter head and of sufficient length to penetrate 3/4"into solid
decking or to penetrate through plywood sheathing.
I. Metal Dnp Edge: Minimum.024"mill finish aluminum sheet,brake-formed to provide 3"roof deck
flange and 1%-inch fascia flange with -inch drip at lower edge. Furnish in 8'or 10'lengths.
PART 3-EXECUTION
3.1 INSPECTION
A. Examine substrate and conditions under which shingling work is to be performed and must notify
Contractor in writing of unsatisfactory conditions. Do not proceed with shingling work unfil
unsatisfactory conditions have been corrected.
3.2 PREPARATION OF SUBSTRATE
A. Clean substrate of any projections and substances detrimental to shingling work. Cover knotholes
or other minor voids in substrate with sheet metal flahsing secured with roofing nails.
B. Coordinate installation of shingles with flashing and other adjoining work to insure proper
sequencing. Do not install shingle roofing until all vent stacks and other penetrations through
roofing have been installed and are securely fastened against movement.
3.3 INSTALLATION
A. General: Comply with instructions and recommendations of shingle manufacturer,except to extent
more stringent requirements are indicated.
B. Underlayment. Apply self-adhering undedayment in one layer,horizontally over entire surface,
lapping succeeding courses 2"minimum and fastening with sufficient nails to hold in place until
shingle application.
C. Shingles:
1. Install started strip of roll roofing or inverted shingles with tabs removed;fasten shingles in
pattern,weather exposure and number of fasteners per shingle as recommended by
manufacturer. Use horizontal and vertical chalk lines to insure straight coursing.
ABBO 073110-2
Atlanfic Beach, FL
2. Comply vlith installation details and recommendations of shingle manufacturer and NRCA
Steep Roofing Manual.
E. Flashing and Edge Protection: Install metal gashing,vent flashing and edge protection as indicated and in
compliance vnth details and recommendations of the NRCA Steep Roofing Manual.
End of Section
V4QV
coo
Y
ABBQ 073110-3
Atlantic Beach, FL
SECTION 08410
THERMALLY BROKEN FOLDING DOOR SYSTEM
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings,general provisions of the Contract Conditions and Division 01 Specification Sections,
apply to this Section.
1.2 RELATED SECTIONS
A. Section 03300-Cast-In-Place Concrete:Openings in cast-in-place concrete.
B.Section 03450-Precast Concrete Wall Panels: Openings in precast concrete wall
panels.
B. Section 04810-Unit Masonry Assemblies:Openings in masonry.
C. Section 05400-Cold Formed Metal Framing: Framed Openings.
D. Section 06100-Rough Carpentry: Framed openings.
E. Section 06200-Finish Carpentry: Interior wood rasing.
F. Section 07210-Building Insulation: Balt insulation at window perimeter.
G. Section 07460-Siding and trim.
I. Section 07620-Flashing and Sheet Metal. Flashing associated with windows and
doors.
J. Section 07900-Joint Sealers: Perimeter joint sealant and backer rod.
1.3 REFERENCES
A. AAMA1ADMA/CSA 101/1.S.2/A440-08(NAFS-08)-Standard/Specification for
windows,doors, and unit skylights.
B. AAMA CW-1 0-Care and Handling of Architectural Aluminum from Shop to Site.
C. AAMA 610.1 -Cleaning and Maintenance of Painted Aluminum Extrusions and
Curtin Wall Panels.
D. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum.
E. HAMA 1801 -Voluntary Specification for the Acoustical Rating of Windows. Doors
and Glazed Wall Sections
F. AAMA 2604—Voluntary Specification, Performance Requirements and Test
Procedures for High Performance Organic Coatings on Aluminum Extrusions and �O
Panels. A
G. AAMA 2605—Voluntary Specification, Performance Requirements and Test 467
Procedures for Superior Performance Organic Coatings on Aluminum Extrusions O^
and Panels. N
Y
ABBO 08410-1
Atlantic Beach, FL
H. ASTM C 864-Standard Specification for Dense Elastomeric Compression Seal
Gaskets,Setting Blocks,and Spacers.
I. ASTM C 1115-Standard Specification for Dense Elastomeric Compression Seal
Gaskets,Setting.Blocks,and Spacers.
J. ASTM E 330-Standard Test Method for Structural Performance of Exterior
Windows, Curtain Walls,and Doors By Uniform Static Air Pressure Difference.
K. ASTM E 547-Water Penetration of Exterior Windows, Curtain Walls,and Doors.
L. ASTM E 1886-Standard Test Method for Performance of Exterior Windows,Curtain
Walls, Doors,and Impact Protective Systems Impacted by Missile(s)and Exposed
to Cyclic Pressure Differentials.
M. ASTM E 1996:"Standard Specification for Performance of Exterior Windows.
Curtain Walls, Doors and Impact Prolective Systems Impacted by Wndbome Debris
in Hurricanes".
N. ANSI Z97.1 -Safety Glazing Materials Used in Buildings-Safety Performance
Specifications and Methods of Test
1.4 PERFORMANCEREQUIREMENTS
A. System Design: Design and size components to withstand dead and live loads
caused by pressure and suction of wind acting normal to plane of folding glass wall
as calculated in accordance with applicable code.
B. Outward/Inward opening Euro-C 5 Thermally Broken Aluminum Folding Door system.
1. AAMA/W)MA/CSA 101 /I.S.2/A440-08(NAPS-08),Air infiltration:A2,
Water Leakage Resistance:DP50,Wind Load Resistance: DP50.
2. Design Pressure:2400 Pa(50 pall,ASTM E330, Procedure A.
3. Negative Design Pressure=2400 Pa(50 ps0,ASTM E330, Procedure A.
4. Water Penetration Resistance:7.5 LBS,ASTM E 547 with no leakage.
5. Air Leakage Resistance:A2 under NAFS-08.
C. Thermal NFRC testing(simulation)P'I-G glass(LowE 366 @ 189).32 to.50 U-Factor,SHGC<.19
1. ASTM E 330, Procedure A: Uniform Load Structural:PG 50-1-(2400 Pa/
75 ps0.
2. AAMA/WDMA/CSA 1011 I.S.2/A440-08(NAFS-08),Air infiltration:A3,
Water Leakage Resistance: DP50(510 PA),Wind Load Resistance
3. Design Pressure:3360 Pa(50 Pat),ASTM E 330, Procedure A.
4. Negative Design Pressure:50 DP-ASTM E 330, Procedure A.
5. Water Penetration Resistance:510 Pa(10.5 p80,ASTM E 547.
6. Air Leakage Resistance:A2(NAFS-08)
D. Outward/Inward opening Eum,C5 Thermally Broken Aluminum Folding Door system when
tested on a typical four panel folding door unit(31-31R),252"(6400.8 mm)in width and 120'
(3048 mm)in height shall meet or exceed the following performance tests.
1. ASTM E 1886: 10 Large Missile Impact Shots: Not Tested
2. ASTM E 1996:9000 Air Pressure Cycles(Positive/Negative):50 Pat(2400
Pa).
3. ASTM E 330, Procedure A: Uniform Load Structural: DP50.(2400 Pa/75
psf).
4. AAMA/WDMA/CSA 101 /I.S.2/A440-08(NAFS-08),Air infiltration:A3,
Water Leakage Resistance:DP50,W nd Load Resistance:DP50(2400
PA).
5. Design Pressure:2400 Pa(50 ps0.ASTM E 330,Procedure A.
6.Negative Design Pressure:2400 Pa(50 ps0.ASTM E 330, Procedure A.
7.Water Penetration Resistance:510 Pa(10.5 Ps0.ASTM E 547.
8. Leakage Resistance:A2(NAFS-08)
9.TAS 201 TAS 202 TAS 203, Not Tested
1.5 SUBMITTALS
ABBQ 08410-2
Atlantic Beach, FL
A. Submit under provisions of Section 01300.
B. Product Data: Manufacturers data sheets on each product to be used,including'.
1.Preparation instructions and recommendations.
2.Storage and handling requirements and recommendations.
3. Installation methods.
C. Shop Drawings:Detailed drawings prepared specifically for the project by
manufacturer. Show opening dimensions,framed opening tolerances,profiles,
product components,anchorages,and accessories.
1. Indicate material thickness,fastener locations,glazing and hardware
arrangements.
2. Include schedule identifying each unit,with marks or numbers referencing
drawings.
D. Selection Samples:For each finish product specified,two complete sets of color
chips representing manufacturers full range of available colors and patterns.
E. Verification Samples:
1. Aluminum Finish:Two samples,minimum size 2 by 3 inches(50 by 75 mm),
representing actual product and color.
F. Manufacturers Certificates: Certify products meet or exceed specified requirements.
G. Closeout Submittals: Provide manufacturers maintenance instructions that include
recommendations for periodic checking and adjustment and Periodic cleaning and
maintenance of all components
1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications:Company specializing in manufacturing products
specified in this Section with minimum 3 years experience in fabrication and erection
of glazed window wall systems for projects of similar scope.N.A.M.I.Quality
Assurance compliant#1884-1.ISOAEC 17020 8 Guide 53.State of Florida QUA
1789.
B. Installer Qualifications: Experienced in performing work of this section that has
specialized in installation of work similar to that required for this project.
C. Mock-Up: Provide a full size mock-up for evaluation of surface preparation
techniques and application workmanship.
1, Finish areas designated by Architect.
2. Do not proceed with remaining work until workmanship,color, and sheen are
approved by Architect.
3. Refinish mock-up area as required to produce acceptable work.
4. Incorporate accepted mock-up as part of the Work.
1.7 DELIVERY,STORAGE,AND HANDLING
A. Store products in manufacturers unopened packaging until ready for installation.
B. Provide care and handling conforming to AAMA CW-1 0,"Care and Handling of
Architectural Aluminum from Shop to Site'.
C. Store products out of contact with the ground,under a weather tight covering,so as
to prevent bending,warping,or other damage.Do not cover with unventilated tarps�O
polyethylene film,or similar coverings. (1
D. Protect factory finishes from damage,precipitation and construction materials until
ready for installation. O^
1.8 SEQUENCING N�
ABBQ 08410-3
Atlantic Beach, FL
A. Ensure that locating templates and other information required for installation of
Products of this section are furnished to affected trades in time to prevent
interruption of construction progress.
B. Ensure that products of this section are supplied to affected trades in time to prevent
interruption of construction progress.
1.9 PROJECT CONDITIONS
A. Maintain environmental conditions(temperature,humidity, and ventilation)within
limits recommended by manufacturer for optimum results.Do not install products
under environmental conditions outside manufacturers absolute limits.
1.10 WARRANTY
A. Euro-Wall products are warranted for 10 years.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer: Euro-Wall;24100 Tiseo Blvd.,Punta Gorda,FL 33980.
ASD. Phone Toll Free:888-989-EURO(3876).Fax:941-979-5317.Web Site:
www.euro-wall.com.Email:enoingernofoleuro-wall com
B. Substitutions: Not permitted,
C. Requests for substitutions will be considered in accordance with provisions of
Section 01600.
2.2 ALUMINUM SLIDING/FOLDING DOORS
A. Provide top hung sliding/folding glass doom to fit the openings and configurations
indicated on the Drawings.Provide system complete with head, sill and jambs
complete with weatherstripping,operating hardware and specified accessories as
follows:
2. System: Euro-Well System LLC Euro-C3 Aluminum folding doors system as
manufactured by Euro-Wall Systems LLC
4. Door Panel Size:Provide doors as a factory fabricated knockdown system.
a.As indicated on the Drawings.
5. Operation:
a.Out-folding system.
6. Glazing:Provide safety glazing materials complying with ANSI Z97.1 and with
the requirements of Section 08800.
a.Glazing: 1 inch(24 mm)Sealed insulating glass.
7. Framing:Extruded aluminum with nominal thickness of.080 inches(2.0 mm)
to.1562(4mm).
8. Weatherstripping'
a. Dual weatherstripping on head,jambs and between panels,and single
weatherstripping on sill.
b. Hinge gaskets on specific hinges.
9. Sill:
a.Standard Sill
Acceptable Manufacturer:Euro-Wall;2200 Murphy Court,North Port, FL 34289.
10, Hardware:Folding door.
a.Aluminum hinges,color as follows:
1)Black Powder Coat.
a.Stainless steel corrosion proof carriers with sealed,self-
lubrication, ball bearing multi-rollers.
11.Door Handles: b.Twinpoint Handle and Gear Box with Stainless shoot bolts.
a. Provide product literature with handle options wth shop drawing submittal
ABBQ 08410-4
Atlantic Beach, FL
2.3 MATERIALS
A. Aluminum:6063-T5 alloy and temper.Other alloys and tempers may be used for
nonstructural members provided they do not void the required warranties.Indicate
alloys and tempers clearly on shop drawings and in structural calculations.
B. Glazing:Provide glazing type specified complying with ANSI Z97.1.
C. Flashings:Sheet aluminum,same finish as for system components;secured with
concealed fastening method or fastener with head finished to match;thickness as
required for conditions encountered.
D. Glazing Gaskets:Dry glazing system compression type design,replaceable; EPDM,
complying with ASTM C 864,with solid strand cord to prevent shrinkage or;
Elastomeric silicone with solid strand cord to prevent shrinkage,complying with
ASTM C 1115,as provided by the manufacturer.
1. Manufacturers standard black color.
E. Setting Blocks, Edge Blocks,and Spacers:As required by manufacturer and
compatible with insulated glass where required.
F. Anchors and Fasteners.Aluminum,zinc and stainless steel of type,which will not
rause electrolytic action or corrosion.
G. Accessories: Provide accessories as scheduled to achieve design intent and
environmental control.
H. Aluminum Finish:Anodized Class 1 complying with AAMA 611 Class 1 Acid Etch
anodic coatings.
1. Calor: Black.
I. Aluminum Finish:Standard mill finish with custom finish as follows:
1. Kynar 70%finish: D2000-AAMA 2605(10 year Florida)20 year
manufacturers warranty.Color as selected from manufacturer's standard
2.4 FABRICATION
A. Fabricate components in accordance with approved shop drawings. Remove burrs
and rough edges. Shop fabricate to greatest extent practicable to minimize field
cutting,splicing,and assembly.
B. Fabricate components true to detail and free from defects impairing appearance,
strength or durability.
C. Fabricate components to allow for accurate and rigid fit of joints and comers.Match
components carefully ensuring continuity of line and design.Ensure joints and
connections will be Flush and weathertight.Ensure slip joints make full,fight contact
and are weathertight.
D. Reinforce components at anchorage and support points,at joints,and at attachment
points for interfacing work.
E. Glass:Accurately size glass to fit openings allowing clearances following
recommendations of the manufacturer.
F. Cut glass clean and carefully. Nicks and damaged edges will not be accepted.
Replace glass that has damaged edges. O
PART 3 EXECUTION �
3.1 EXAMINATION IO
A. Do not begin installation until substrates have been propedy prepared. M 1
ABBQ 08410-5 r
Atlantic Beach, FL
B. Verify openings are ready to receive work and dimensions and clearances are as
indicated on the approved shop drawings.
C. If preparation is the responsibility of another installer,notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.3 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install system in accordance with approved shop drawings and manufacturers
instructions.
C. Install components level,plumb and true to line with uniform joints.Do not use
defective parts that are warped,twisted, bowed,dented or abraded.
0. Separate dissimilar materials using nonconductive tape,paint,or other material not
visible in finished work.
E. Provide attachments and shims to permanently Fasten system to building structure.
F. Maintain dimensional tolerances and alignment with adjacent Work.
G. Anchor securely in place,allowing for required movement,including expansion and
contraction.
H. Install glazing and sealants in accordance with manufacturers instructions without
exception, including surface preparations.
I. Set sill members in bed of sealant Set other members with internal sealants to
provide weathertight construction.
J. Install flashings,closures,comers,and other accessories as required or detailed.
K. Clean surfaces and install sealant in accordance with sealant manufacturer's
instructions and structure manufacturers guidelines.
3.4 ADJUSTING AND CLEANING
A. Adjust hinge sets, locksets,and other hardware for proper operation. Lubricate
using a suitable lubricant compatible with door and frame coatings.
B. Remove temporary coverings and protection of adjacent work areas. Repair or
replace damaged installed products.Clean installed products in accordance with
manufacturers instructions before owners acceptance.
B. Clean and maintain aluminum surfaces in accordance with AAMA 610.1.
D. Remove from project site and legally dispose of construction debris associated with
this work.
3.5 PROTECTION
A. Protect installed products unfit completion of project.
END OF SECTION
ABBQ 084108
Atlantic Beach, FL
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December 12,2018 copy
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Re: ASI Clarifications V
ASI l Issued 12-1-2017—DBPR required two additional hand sinks added.Plumbing Engineers were showing plumbing
lines overhead which was not possible due to an exposed ceiling.
A121 ENLARGED KITCHEN AND BAR PLANS—NEW HANDSINKS LOCATED PER DBPR.
P101 PLUMBING FLOOR PLAN—SHOWING PLUMBING LINES RUNNING UNDER SLAB.
P102 PLUMBING ROOF PLAN-MODIFYING THE VTR LOCATION.
P201 ENLARGED PLUMBING PLAN—SHOWING NEW HAND SINK LOCATIONS.
P202 ENLARGED PLUMBING PLANS—BAR RISER DIAGRAMS UPDATED PER UNDERSIAB PIPING
P301 PLUMBING RISER DIAGRAMS—KITCHEN RISER DIAGRAMS UPATED SHOWING NEW HAND SINKS.
VE Revisions Issued 4-20-2018—Per owners request an extensive VE exercise was undertaken which required
extensive drawing revisions.Changes included:
1. Remove outhouse.
2. Change the roof assembly over kitchen from steel bar joist and metal deck to wood trusses and wood deck.
3. Change roof assembly over dining room from heavy timber and Till decking to a pre-engineered scissor truss.
4. Simplify the smoke house design.
5. Remove the brick from the exterior and change to stucco.
6. Change the metal roof to asphalt shingles.
7. Reduce the number of project light fixtures.
S. Changed the garage doors to standard storefront doors.
G101 DRAWING INDEX,CODE SUMMARY,GENERAL NOTES—INDEX SHEET WAS MODIFIED AS 3 SHEETS WERE
REMOVED.
A001 ARCHITECTURAL SITE PLAN—OUTHOUSE WAS REMOVED AND FENCE DESIGN BECAME STORE BOUGHT.
A011 SLAB PLAN—BRICK WAS REMOVED&SMOKEHOUSE DESIGN SIMPLIFIED-SLAB CHANGES REQUIRED.
A101 OVERALL FLOOR PLAN—OUTHOUSE REMOVED,SMOKE HOUSE DESIGN CHANGE,BRICK REMOVED.
A102 PARTIAL FLOOR PLAN—BRICK REMOVED,GARAGE DOORS CHANGED TO STOREFRONT.
A103 PARTIAL FLOOR PLAN—SMOKEHOUSE DESIGN UPDATED TO REFLECT VE CHANGES.
A104 ROOF PLAN AND DETAILS—METAL ROOF REPLACED WITH ASPHALT SHINGLES, DETAILS TO SHOW WOOD TRUSSES,
HEAVY TIMBER REMOVED TO SHOW 2X FRAMING.
A105 FURNITURE PLAN—UPDATED TO SHOW 150 SEATS PER LIFE SAFETY PLAN.
ASST PARTIAL REFLECTED CEILING PLAN—REDUCED THE NUMBER OF LIGHT FIXTURES, HEAVY TIMBER JOISTS REMOVED
UPDATED TO SHOW THE NEW 2X PATIO ROOF FRAMING.
A112 PARTIAL REFLECTED CEILING PLAN—HEAVY TIMBER JOIST REMOVED UPDATED TO SHOW THE NEW 2X ROOF
FRAMING.
A121 ENLARGED KITCHEN AND BAR PLAN—UPDATED BAR DIMENSIONS TO SHOW THE BRICK RED.
A201 EXTERIOR ELEVATIONS—UPDATED TO SHOW NEW STUCCO,ASPHALT SHINGLES,AND NE HOUSE DESIGN.
A202 EXTERIOR ELEVATIONS-UPDATED TO SHOW NEW STUCCO,ASPHALT SHINGLES,AND NEW S USE DESIGN.
A203 EXTERIOR ELEVATIONS-UPDATED TO SHOW NEW STUCCO,ASPHALT SHINGLES,AND NEW SMO nE DESIGN.
A301 BUILDING SECTIONS—UPDATED TO SHOW NEW WOOD TRUSSES AND BEARING HEIGHTS. {rO
A311 WALL SECTIONS-UPDATED TO SHOW NEW WOOD TRUSSES AND BEARING HEIGHTS.
00
A312 WALL SECTIONS-UPDATED TO SHOW NEW WOOD TRUSSES AND BEARING HEIGHTS, HEAVY TIMBER ROOF �i
DETAILS DELETED.
Design Cooperative,LLC 1032 Hendricks Ave.Jacksonville,Florida 32207 Lick AA26001646 IB26001041 Page 1 of 4
A313 WALL SECTIONS—SMOKEHOUSE DESIGN CHANGE UPDATES,SCREEN REMOVED, FIREWOOD BOXES REMOVED,
LOWERER THE ROOF, HEAVY TIMBER CONSTRUCTION REMOVED.
A314 WALL SECTIONS-UPDATED TO SHOW NEW WOOD TRUSSES AND BEARING HEIGHTS.
A315 WALL SECTIONS-UPDATED SMOKEHOUSE WALL SECTION,DELETED SCUPPER DETAIL.
A316 ROOF/WALL SECTION AND DETAILS—REVISE ROOF DETAILS TO SHOW WOOD TRUSSES AND 2X JOIST FRAMING,
DELETED FIRE WOOD STORAGE BOXES.
A601 DOOR SCHEDULE AND DETAILS—UPDATED DOOR DETAILS BASED ON REMOVING BRICK,DELETED SCREEN DOORS
FROM SCHEDULE.
A611 WINDOW SCHEDULE—MODIFIED GARAGE DOOR TO STOREFRONT.
A612 WINDOW DETAILS—UPDATED DETAILS TO SHOW STUCCO INSTEAD OF BRICK.
A613 WINDOW DETAILS-UPDATED DETAILS TO SHOW STUCCO INSTEAD OF BRICK.
50.01 GENERAL NOTES—UPDATED CONVENTIONAL FRAMING NOTES REMOVED BRICK NOTES,ADDED TRUSS NOTES.
50.02 NET UPLIFT DIAGRAM—NO CHANGES.
51.01 FOUNDATION PLAN—UPDATED BASED ON REMOVING THE BRICK AND NEW SMOKEHOUSE DESIGN.
51.02 FOUDATION DETAILS—DETAILS UPDATED TO REFLECT SMOKEHOUSE CHANGES AND BRICK REMOVAL.
51.03 FOUNDATION DETAILS—SMOKE HOUSE DETAILS REVISED.
51.04 CORRAL AND FRAMING DETAILS—NO CHANGES.
52.01 CMU WALL AND FRAMING PLAN—UPDATED TO SHOW WOOD TRUSSES AND 2X ROOF FRAMING.
53.01 FRAMING DETAILS SHEET 1-UPDATED TO SHOW WOOD TRUSSES AND 2X ROOF FRAMING.
53.02 FRAMING DETAILS SHEET 2—UPDATED TO SHOW WOOD TRUSSES AND 2X ROOF FRAMING.
53.03 FRAMING DETAILS SHEET 3-2X ROOF FRAMING.
E101 FLOOR PLAN LIGHTING,SCHEDULE&NOTES—UPDATED TO SHOW FEWER LIGHTS AND NO OUT HOUSE.
E102 FLOOR PLAN POWER SYSTEMS-OUT HOUSE REMOVED.
E302 POWER RISER,PNL SCHEDULES AND CALC—PANELS WERE UPDATED.
E501 LIGHTING SCHEDULE AND ELEC LEGEND—FIXTURE SCHEDULE UPDATED L-19 DELETED.
M101 HVAC FLOOR PLAN—OUTHOUSE REMOVED.
M201 HVAC SCHEDULES AND DETAILS—OUTHOUSE HVAC UNIT REMOVED FROM SCHEDULE.
P101 PLUMBING FLOOR PLAN—OUTHOUSE REMOVED.
P201 ENLARGED PLUMBING PLAN—WATER SUPPLY TO OUTHOUSE REMOVED.
P202 ENLARGED PLUMBING PLANS—OUTHOUSE RISERS REMOVED.
P401 PLUMBING LEGEND SCHEDULE&MISC DETAILS—BUILDING FIXTURE COUNTS REVISED.
ASI 2Issued 9-20-2018—Owner requested adding floor drains in the kitchen.Owner requested changing the smoke
house floor drains to trench drains. Owner requested adding a knee wall in the kitchen.Owner requested adding the
smokehouse slab curb back into the project.Changing the depth of the roof trusses over the kitchen for ease of duct
layout and construction.Footing clarification from the engineer to answer contractor question.
A011 SLAB PLAN—SMOKE HOUSE CURB AND TRENCH DRAINS ADDED, FLOOR DRAINS IN BAR AND KITCHEN ADDED.
A102 PARTIAL FLOOR PLAN—KNEE WALL IN KITCHEN ADDED.
A104 ROOF PLAN AND DETAILS—KITCHEN ROOF TRUSSES WERE CHANGED FROM 36" DEEP TO 16" DEEP, NEW BEARING
HEIGHTS SHOWN.
A301 BUILDING SECTIONS—KITCHEN ROOF TRUSSES WERE CHANGED FROM 36"DEEP TO 16"DEEP,NEW BEARING
HEIGHTS SHOWN.
A311 WALL SECTIONS-KITCHEN ROOF TRUSSES WERE CHANGED FROM 36" DEEP TO 16" DEEP,NEW BEARING HEIGHTS
SHOWN.
51.01 FOUNDATION PLAN—SMOKE HOUSE CURB ADDED
51.03 FOUNDATION DETAILS—FOOTING SECTIONS MODIFIED BASED ON SHOP DRAWING REVIEW.
A513 Issued 10-2-2018—DBPR is requiring air curtains over the bar windows.
E102 FLOOR PLAN POWER SYSTEMS—AIR CURTAINS ADDED TO POWER PLAN.
E302 POWER RISER, PNL SCHEDULES AND CALC—AIR CURTAINS ADDED TO PANEL SCHEDULE.
Design Cooperative,LLC 1032 Hendricks Ave.Jacksonville,Florida 32207 Lic# AA26001646 IB26001041 Page 2 of 4
ASI 4 Issued 10-4-2018—When we changed to 16"deep trusses the bond beam elevations needed to be modified.
Door schedule revised to clarify frame types for each door.
A104 ROOF PLAN AND DETAILS—BOND BEAM ELEVATIONS MODIFIED BASED ON SHOP DRAWING REVIEW.
A311 WALL SECTIONS-BOND BEAM ELEVATIONS MODIFIED BASED ON SHOP DRAWING REVIEW.
A601 DOOR SCHEDULE AND DETAILS—REVISED FRAME TYPE NUMBERING AND UPDATED DOOR SCHEDULE.
ASI 5Issued 10-23-2018—Structural revisions required to clarify specific details.Bar corner column needs additional
support based on loading characteristics.
C81:8"MIN BEARING AT ENDS.12"BEARING AT MIDSPAN(NEW DETAIL 32/53.03)
CB2:8"MIN BEARING AT ENDS.12"BEARING AT MIDSPAN(NEW DETAIL 32/53.03)
C133: 12"MIN BEARING AT CMU SIDE
CB4:8"MIN BEARING AT CMU SIDE.
C63 AND CB4 intersect on the cap plate and this is fine.HOWEVER,the HSS4X4X3/4 is too small with eccentric
loading. Either the column needs to be replaced with an HSS4x4x3/8"col,or%"x4"plates can be welded on to the
faces of the column below the concrete beam.(see attached CAP PLATE"B"DETAIL revision,24/53.02)
Regarding the steel in CB3 an C94:if there is difficulty in vibrating the concrete around the bottom bars:
• CB3:it is acceptable to use(2)#9 ban in lieu of the(3)#7 bars
• C64:it is acceptable to use(2)#7 bars in lieu of the(3)#5 ban
52.01 CMU WALL AND FRAMING PLAN—UPDATED DETAIL NOTES.
53.02 FRAMING DETAILS SHEET 2—REVISED CAP PLATE"B"DETAIL
53.03 FRAMING DETAILS SHEET 3—REVISED COLUMN TO BEAM DETAIL
ASI 6Issued 11-2-2018—The owners decided to add the outhouse back into the project and add the screen enclosure
at the smoke house back into the project.Also Dan requested to have all revised drawings signed and sealed and
resubmitted for review.
G101 DRAWING INDEX,CODE SUMMARY,GENERAL NOTES—SHEET 403 ADDED BACK TO THE INDEX.
A001 ARCHITECTURAL SITE PLAN—OUTHOUSE ADDED BACK TO DRAWING.
A011 SLAB PLAN—LAST REVISED IN ASI 2—SIGNED AND SEALED.
A102 PARTIAL FLOOR PLAN—LAST REVISED IN ASI 2—SIGNED AND SEALED.
A101 OVERALL FLOOR PLAN—OUTHOUSE ADDED BACK TO DRAWING.
A103 PARTIAL FLOOR PLAN—OUTHOUSE ADDED BACK TO DRAWING,SCREEN ADDED BACK TO SMOKE HOUSE.
A104 ROOF PLAN AND DETAILS—LAST REVISED ASI 4—SIGNED AND SEALED.
A112 PARTIAL REFLECTED CEILING PLAN—OUTHOUSE ADDED BACK TO DRAWING.
A201 EXTERIOR ELEVATIONS—SCREEN ADDED BACK TO SMOKE HOUSE.
A202 EXTERIOR ELEVATIONS—SCREEN ADDED BACK TO SMOKE HOUSE.
A203 EXTERIOR ELEVATIONS-SCREEN ADDED BACK TO SMOKE HOUSE.
A301 BUILDING SECTIONS—LAST REVISED IN ASI 2—SIGNED AND SEALED.
A311 WALL SECTIONS-LAST REVISED IN ASI 4—SIGNED AND SEALED.
A313 WALL SECTIONS—SCREEN ADDED BACK TO SMOKEHOUSE.
A403 OUTHOUSE PLANS,SECTION,&ELEVATIONS—OUTHOUSE ADDED BACK IN PROJECT.
A601 DOOR SCHEDULE AND DETAILS—LAST REVISED IN ASI 4—SIGNED AND SEALED.
50.01 GENERAL NOTES—NO CHANGE—RE SIGNED AND SEALED.
50.02 NET UPLIFT DIAGRAM—NO CHANGE—RE SIGNED AND SEALED.
51.01 FOUNDATION PLAN—OUTHOUSE ADDED BACK TO DRAWING.
53.02 FOUDATION DETAILS—NO CHANGE—RE SIGNED AND SEALED.
51.03 FOUNDATION DETAILS—OUTHOUSE ADDED BACK TO DRAWING.
51.04 CORRAL AND FRAMING DETAILS—NO CHANGE—RE SIGNED AND SEALED.
Design Cooperative,LLC 1032 Hendricks Ave.Jacksonville,Florida 32207 Uc# AA26001646182600I 041 Page 3 of
S2.01 CMU WALL AND FRAMING PLAN—OUTHOUSE ADDED BACK TO DRAWING,CONCRETE BEAM SCHEDULE
REINFORCING REVISED.
53.01 FRAMING DETAILS SHEET 1—NO CHANGE—RESIGNED AND SEALED.
3.02 FRAMING DETAILS SHEET 2—NO CHANGE—RESIGNED AND SEALED.
53.03 FRAMING DETAILS SHEET 3—OUTHOUSE FRAMING ADDED BACK TO DRAWING.
E101 FLOOR PLAN LIGHTING,SCHEDULE&NOTES—OUTHOUSE ADDED BACK TO DRAWING.
E102 FLOOR PLAN POWER SYSTEMS-OUT HOUSE ADDED BACK TO DRAWING.
E302 POWER RISER, PNL SCHEDULES AND CALC—PANELS WERE UPDATED.
M101 HVAC FLOOR PLAN—OUTHOUSE ADDED BACK TO DRAWING.
M201 HVAC SCHEDULES AND DETAILS—OUTHOUSE HVAC UNIT ADDED BACK TO SCHEDULE.
P101 PLUMBING FLOOR PLAN—OUTHOUSE ADDED BACK TO DRAWINGS.
P201 ENLARGED PLUMBING PLAN—WATER SUPPLY TO OUTHOUSE ADDED BACK TO DRAWING.
P202 ENLARGED PLUMBING PLANS—OUTHOUSE RISERS ADDED BACK TO DRAWING.
P401 PLUMBING LEGEND SCHEDULE&MISC DETAILS—BUILDING FIXTURE COUNTS REVISED.
ASI 7Issued 11-6-2018—Door 109A change door to in swing door to avoid conflict with roof framing. This is not an
egress door so in swing is acceptable. Add a concrete delivery ramp at rear of smokehouse.There will be a 12"
elevation change from slab to drive.
SKETCH 01—ENLARGED PLAN AT DOOR.
SKETCH 02—ENLARGED PLAN AT RAMP.
SKETCH 03—REVISED STRUCTURAL SHOWING NEW ROOF LEDGER.
Mike Kleinschmidt,Project Manager
Design Cooperative,LLC 1032 Hendricks Ave.Jacksonville,Florida 32207 Lice AA26001646 IB26001041 Page 4of4
k;'----� V f CITY OF ATLANTIC BEACH
If 800 Seminole Road
1 v AUG8 2018 Atlantic Beach,Florida 32233
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REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS
Date Revision to issued Permit_ Corrections to Comments_ Permit ACLIAM I J -DDI I,,Project Address C, v�
Contractor/Contact Name YS
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Description of Proposed Revision/Corrections: Permit Fee Due$
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JBy signing belo Y� affirm the Revision is inclusive of the proposed changes.
(printed name)
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t'-+T tG.t�t'U mL PAC �.,�Ct,P beCv
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
Department Review Required:
&Zo Reviewed By
Tree dministrator
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Public Safety Date
t ire ervices
Powell & Hinkle Engineering, P.A.
Ph:g(A164.55701 Fc 904.278.2646 P H
1409 Kingsley Avenue Bldg.12A I Orange Park,FL 32073 5557
Successfo Hw I he Const, e0on Indusuy Since 1986
Transmittal Date: Apr27,2018
To: Design Cooperative,LLC Project#: 2799
1032 Hendricks Ave. Project Name: ABBQ
Jacksonville,FL 32207
(904)290-1032
Attention: Mike Kleinschmidt From: Kevin Wood
Picked up by: Priority Couriers
Delivered by: Priority Couriers
We are sending: ❑ Tracing ® Prints ® Energy Codes ❑ submittals
❑ specifications ❑ Digital Media ❑ Letter/Memo ❑ Other
Copies Date Description
5(s&5) 04/27/18 E101,E102,E302,E501,M101,M201,P101,P201,P202,P401
3(' ) 04/27/18 Florida Energy Codes
These are ❑ For Approval ❑ For your Use N For Review and Comment N As Requested
Transmitted:
Remarks: VE Revisions
RECEIVED
Signed: IiLw
A3 (P1 AUG - 8 2018
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t� CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
v ATLANTIC BEACH,FL 32233
(904)247-5800
November 30, 2018
River City Contractors
1510 Montana Ave.
Jacksonville, Fl. 32207
Re: New ABBQ Restaurant
461 Atlantic Blvd.
Atlantic Beach Florida
BP#COMM17-0016
This project was approved after five reviews on 5/22/18.
On 8/9/18, a revision request was submitted for review,with 45 new pages.
That revision was conditionally approved, subject to missing documents.
On 11/2/18, a revision request was submitted for review,with 35 additional pages.
These pages are not yet reviewed.
Truss engineering, storefront window engineering, and Product Approval sheets are still missing.
I understand that Revision#9 is forthcoming,with more revised pages.
At this point,with more than 80 VOID pages, we cannot be certain that all construction details have been
reviewed and approved. This is the type of situation where mistakes are made and important details are missed.
Please submit three(3)new complete, signed/waled/dated,and up-to-date plan sets for this project. Include all
forthcoming revisions.
Please include all associated documents,signed/sealed/dated and approved by the Engineer of Record where
required by the FBC.
The new plan sets will be routed to the Building Department, Planning and Zoning,and the Fire Marshal's
Office for review.
Please do not call for inspections for work not shown on the stamped and approved Job Copy plan set.
Sincerely,
Dan Arlington,CBO
darlin on(ocoab.us
(904) 247-5813
1
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..ALL INFORMATION
Revision Request/Correction to Comments HIGHLIGHTED INGRAY IS REQUIRED.
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email:
•la• Deot@coab.us PERMIT p:CUY1M l
corrections
/c/Revision to Issued Permit OR to comments Date
A
Project Address:
T oe jd !
Contractor/contact Name: r _ Cat�RA�)d� eCo�
O((Qj Email
Contact Phone: Z9
Description of Proposed Revision/corrections: j L
r,c
eo� LLr,c
�L.
affirm the revision/correction to comments is inclusive of the proposed changes.
I
(printed name)
*
tage to original submittal?Will proposed revision/corrections add additional square foo
RNo ❑Yes(additional s.f.to be added:
'PP j Iwamdor mu4 sign if Increau In valuatlon)
* proposed revision/corrections add additional increase in building value to original submittal?
U ❑*Yes(additional increase in building value:$_��
*Signature of Contractor/Agent:
(Office Use OnIY)
o.v0
�-Approved ❑Denied
❑Not Applicable to Department Permit Fee Due$�
Revision/Plan Review Comments t
rtment Review Required: Reviewed BY
uilding
Planning&Zoning
Tree AdministratorO2. 2-p t, et _
Public Works Date
Public Utilities upeareeio/vpa
Public SafetY
Fire Services
ION
Revision Request/Correction to Comments "ALL LIGHTED IN
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT R: CO1"ifIrY7-enO/L
SaRevision to Issued Permit OR ❑ Corrections to Comments Date:
Project Address:q ZZ f177/7i L4 P11/11
Contractor/Contact Name: Y_
Contact Phone: %q_ l L9'O(& �' Finail:V1® I\f lzC-Lr t-I-
Description of Proposed Revision/Corrections:
Vj'L 0Lr.sS AAIA FrrnIc d S
rile, a of J s
_S�,xLo
MP FAL �o�
I affirm the revision/correction to comments is inclusive of the proposed cfianges.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
( No ❑ Yes(additional s.f.to be added: )
• Will proposed revision/corrections add additional increase in building value to-original submittaP
r%lo l -Yes(additional increase in building value:$ I(Contrattor must sign if Increase in wluMim)
/
*Signature of Contractor/Agent:
(Office Use Only)
Approved ❑Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
De ent Review Required: '1`111
-uwwin
anning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Dat1 T
Fire Services upmree 10/17/18
CITY OF ATLANTIC BEACH
n+ 800 Seminole Road
s Atlantic Beach,Florida 32233
F
REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS /
Date /1- ' -/0 /Revision to Issued Pennit�— Corrections to Comments_ Permit# C�^ 17-0 0 �W
Project Address y61 � ^`F .1 101
Contractor/Contact Name k o 2 oy (--A "5
Phone 10� 7-7. 0(68 Emsii_,X auF -- -- ( 4aae��ets_Co^
Description of Proposed Revision/Corrections: Permit Fee Due$ 0. O
° JSS S 'IM 'F� S
Additional Increase in Building Value$ _ Additional S.F.
J
By signing below,I K b j-42� affirm the Revision is inclusive of the proposed changes.
(printed ueme)
�Z^ 7- !s,a,
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approvedy-- Denied Not Applicable to Department
Revision/Plan Review Comments _
Denartment Review Required: �, 1
Bui '
an Oning Reviewed By
Tree Administrator
Public Works e
Public Utilities
Public Safety Date
Fire Services
Florida Building Code, Fifth Edition (2014) - Energy Conservation
EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015
IECC 2012 - Total Building Performance Compliance Option
Check List
Applications for compliance with the Florida Building Code, Energy Conservation shall
include:
❑ This Checklist
❑ The full compliance report generated by the software that contains the project
summary, compliance summary,certifications and detailed component compliance
reports.
❑ The compliance report must include the full input report generated by the software as
contigous part of the compliance report.
❑ Boxes appropriately checked in the Mandatory Section of the complaince report.
WARNING: INPUT REPORT NOT GENERATED.
To include input report in final submission, go to the Project Form, Settings Tab and check
the box - "Append Input Report to Compliance Output Report"
Then rerun your calculation
�EVISI�N
BP# COM—
DATE_9 2t 1
SIGNED
(2FF
/C`cco/�/V�
EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Dafe:,�'fe 30, 2015
r Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance
4/27/2018 Page 1 of I
P
PROJECT SUMMARY
Short Desc: 2799 Description: ABBQ
Owner:
Address]: 461 Atlantic Blvd City: Atlantic Beach
Address2: State: Florida
Zip: 32233
Type: Dining:Family Class: New Finished building
Jurisdiction: JACKSONVILLE BEACH,DUVAL COUNTY,FL(261400)
Conditioned Area: 4701 SF Conditioned&UnConditioned Area: 4701 SF
No of Stories: 1 Area entered from Plans 0 SF
Permit No: 0 Max Tonnage 11.4
If different,write in:
(/OV
copyEnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30,2015
1 Building Code, Fifth Edition(2014) -Energy Conservation IECC 2012-Total Building Performance Compliance
4/27/1018 Page 2 of 15
s
Compliance Summary
Component Design Criteria Result
Gross Energy Cost (in$) 3,457.0 4,156.0 PASSED
LIGHTING CONTROLS PASSES
EXTERNAL LIGHTING PASSES
HVAC SYSTEM PASSES
PLANT No Entry
WATER HEATING SYSTEMS No Entry
PIPING SYSTEMS No Entry
Met all required compliance from Check List? Yes/No/NA
IMPORTANT MESSAGE
Info 5009 -- -- -- An input report of this design building must be submitted along with this
Compliance Report
JOv
CoA
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EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30,2015
3 Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance 1
4/272018 Page 3 of 15
r
C`ERTIFICATIONS
I hereby certify that the pie red by this calculation are in compliance with the
Florida Energy Code Ci '•
"aidl
No.48076 a Building Official:
* : 4 17 /� e * ' 9 2t f
9
Dart Date:
% SOS
I certify that this building k ' Qw,;i"tA3�t? €orida Energy Efficiency Code
////IIIIpII11i11e111O
Ownu Agent Date:
If Required by Florida law, I hereby certify(')that the system design is in compliance with the Florida Energy
Efficiency Code
Architect: Reg No:
Electrical Designer: _226fti .A'6!// Reg No: s6/L1
Lighting Designer: ZlAYjfjm(z� Reg No: Ww
Mechanical Designer: �LRgNE A� N/Y��' t Reg No: 76
Plumbing Designer. Reg No: #8e) 76
(') Signature is required where Florida Law requires design to be performed by registered design
professionals.Typed names and registration numbers may be used where all relevant information is
contained on signed/sealed plans.
✓40
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EnergyCaauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015
1 Building Code, Fifth Edition(2014)- Energy Conservation IECC 2012-Total Building Performance Compliance 1
4/27/2018 Page 4 of 15
Project:2799
'File; ABBQ
Type:Dining:Family
(WEA File:FLJACKSONVILLE_INTL_ARPT.WO)
Building End Uses
1) Proposed 2) Baseline
Total 215.40 306.20
$3,457 $4,889
ELECTRICITY(MBtu/kW 215.40 306.20
h/$) 63082 89712
$3,457 $4,889
AREA LIGHTS 32.60 62.60
9558 18331
$524 $999
MISC EQUIPMT 38.00 38.00
11126 11126
$610 $606
PUMPS & MISC 0.30 0.30
78 89
$4 $5
SPACE COOL 102.10 106.60
29910 31240
$1,639 $1,703
SPACE HEAT 18.10 20.80
5299 6090
$290 $332
VENT FANS 24.30 77.90
7111 22836
$390 $1,245
Credits Applied: None PASSES
Passing Criteria=4156
Design(including any credits)=3457
Passing requires Proposed Building cost to be at most S5% of
Baseline cost.This Proposed Building is at 70.7%
EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30,220
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4/2711018 Page 5 of 15
i
Project:2799
Line:ABBQ
Type:Dining:Family
(WEA File: FL-JACKSONVILLE_INTL_ARPT.hn3)
External Lighting Compliance
Description Category LYadable? Allowance Area or Length ELPA CLP
(W/Unit) or No.of Units (W) (W)
(Sgft or ft)
Ext Light 1 Canopies(freestanding,attached Yes 0.80 639.0 511 296
and Overhangs)
Ext Light 3 Entry Canopies Yes 0.40 260.0 104 45
Ext Light 4 Canopies(freestanding,attached Yes 0.80 927.0 742 289
and Overhangs)
Ext Light 5 Canopies(freestanding,attached Yes 0.80 1,226.0 981 150
and Overhangs)
Ext Light 6 Building facades by area No 0.15 798.0 120 18
Ext Light 7 Other(doors)than main entries Yes 20.00 3.0 60 11
Ext Light 8 Other(doors)than main entries Yes 20.00 3.0 60 11
Ext Light 9 Building facades by area No 0.15 166.0 25 50
But Light 10 Building facades(by linear foot) No 3.75 196.0 735 336
Ext Light 11 Main entries Yes 30.00 6.0 180 34
Ext Light 12 Other(doors)than main entries Yes 20.00 3.0 60 18
Il adable Surfaces: 854(W)Allowance for Tradable: 3423 (W) PASSES
All Extemal Lighting: 1257.5 (W)
Complicance check includes a excess/Base allowance of 750.00(W)
Ext Light 9--24.6W from the excess/Base allowance was applied to this
item to comply
VOA
V
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EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30,2015 1
00
t Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance c
4/172018 Page 6 of 15
Project:2799
Title:ABBQ
Type:Dining:Family
(WEA File:FL—JACKSONVILLE_INTL_ARPT.tm3)
Lighting Controls Compliance
Acronym Ashme Description Area Design Min Compli.
ED (sq.ft) CP CP ance
PrOZoispl 8 Food Service-Leisure Dining 987 2 1 PASSES
PrOZo1Sp2 9 Food Service-Bar/Lounge 366 3 1 PASSES
PrOZo2Sp1 8 Food Service-Leisure Dining 1,337 3 1 PASSES
Pr0Zo2Sp2 5 Corridor 183 3 1 PASSES
PrOZo2Sp3 1 Electrical Mechanical Equipment 47 1 1 PASSES
Room-General
PrOZo2Sp4 6 Toilet and Washroom 130 3 1 PASSES
PrOZo2Sp5 6 Toilet and Washroom 129 3 1 PASSES
PrOZo3Spl 17 Office-Enclosed 109 1 1 PASSES
PrOZo3Sp2 7 Food Service-Kitchen 910 2 1 PASSES
Pd1Zo3Sp3 7 Food Service-Kitchen 253 3 1 PASSES
PrOZo3Sp4 7 Food Service-Kitchen 164 1 1 PASSES
PrOZo3Sp5 3 Storage&Warehouse-Bulky 86 1 1 PASSES
Active Storage
PASSES
4/O
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EnergyGauge Summit®Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015 r
t Building Code, Fifth Edition (2014) -Energy Conservation IECC 2012-Total Building Performance Compliance 1
4272018 Page 7 of 15
Project:2799
Title:ABBQ
Type:Dining: Family
(WEA File:FL—JACKSONVILLE_INTL_ARPT.tm3)
System Report Compliance
PrOSyl RTU-1 Constant Volume Packaged No.of Units
System I
Component Category Capacity Design Eff Design IPLV Comp-
ED Criteria tpLV Criteria Bance
Cooling System Air Conditioners Air Cooled 108100 12.40 11.20 11.40 11.40 PASSES
65000 to 135000 Btu/l,
Cooling Capacity
Heating System Electric Furnace 92124 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 3200 0.30 0.82 PASSES
System-Supply Constant Volume
PrOSy2 RTU-2 Constant Volume Packaged No.of Units
System 1
Component Category Capacity Design EH Design IPLV Comp.
ER Criteria IPLV Criteria liance
Cooling System Air Conditioners Air Cooled 108200 12.40 11.20 11.40 11.40 PASSES
65000 to 135000 Bluth
Cooling Capacity
Heating System Electric Furnace 92124 1.00 1.00 PASSES
Air Handling Air Handler(Supply)- 3200 0.33 0.82 PASSES
System-Supply Constant Volume
PrOSy3 RTU-3 Constant Volume Packaged No.of Units
System 1
Component Category Capacity Design Elf Design IPLV Comp-
EIf Criteria IPLV Criteria liance
Cooling System Air Conditioners Air Cooled 136800 12.10 11.00 11.20 11.20 PASSES
135000 to 240000 Btu/h Clg
Capacity
Heating System Electric Furnace 122832 1.00 1.00 PASSES
Air Handling Air Handier(Supply)- 5200 0.35 0.82 PASSES
System-Supply Constant Volume
PASSES
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i Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance i
4/272018 Page 8 of 15
Plant Compliance
Description Installed Size Design Min Design Min Category Comp
No Ely Ely IPLP IPLV Bance
None
Water Heater Compliance
Description Type Category Design Min Design Max Comp
EH ER Loss Loss Bance
None
Piping System Compliance
Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance
[inches] Runout? Temp [Btu-in/hr Thick[in] Thick]in]
[F] SF.Fl
None
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I Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance
4/2712018 Page 9 of 15
Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department
of Energy and Pacific Northwest National Laboratory.
Adopted with permission
Topic Section Component Description yes N/A Exempt
1. To be checked by Designer or Engineer
Fenestration C402.2.7 Envelope U factor of opaque doors associated with the ❑ ❑ ❑
building thermal envelope meets requirements.
Insulation C402.2.1.1 Envelope High-albedo rook satisfy one of the following:
3-year-aged solar reflectance>=0.55 and thermal
emi0ance>=0.75, 3-year-aged solar reflectance
index>=64.0, iri ial year solar reflectance=
0.70 and thermal remittance>=0.75,or indal year
solar
Wattage C405.6 Exterior Llghting Exterior grounds lighting over 100 W provides>60 ❑ ❑ ❑
Ini unless on motion sensor or fixture is exempt
from scope of code or from external LPD.
Wattage C405.4 Interior Lighting Exit signs do not ordered 5 wane per face. ❑ ❑ ❑
Wei C405.2.3 Interior Lighting Additional interior lighting power allowed for ❑ ❑ ❑
special functions per the approved lighting plans
and is automatically controlled and separated
from general lighting.
HVAC C403.2.6 Mechanical Exhaust air energy recovery on systems meeting ❑ El ❑
Table C403.2.6
SYSTEM_SPECIFIC C403.3.1,C403.3.1. Mechanical Air economizers provided where required,meet
1 the requirements for design capacity,control
signal,ventilation centrals,high-limit shutoff,
integrated economizer control,and provide a
means to relieve excess outside air during
operation.
SYSTEM_SPECIFIC C403.3.1,C403.4.1 Mechanical Water economizers provided where required, ❑ ❑ ❑
meet the requirements for design capacity,
maximum pressure drop and integrated
economizer control.
SYSTEM_SPECIFIC C403.4.1.4 Mechanical Economizer operation will not increase heating ❑ ❑ 0
energy use during normal operation.
SYSTEM—SPECIFIC C403.2.10.1 Mechanical HVAC fan systems at design conditions do not ❑ ❑ ❑
exceed allowable fan system motor nameplate hp
or fan system bhp.
SYSTEM_SPECIFIC C403.2.10.2 Mechanical HVAC fan motors not larger than allowable limits. ❑ ❑ ❑
SYSTEM—SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiency ❑ ❑ ❑
requirements.
SYSTEM—SPECIFIC C403.2.3 Mechanical Centrifugal fan open circuit cooling towers having ❑ ❑
combined rated capacity=1100 gem meets
minimum efficiency requirement 38 2 gpm/hp.
a"i's"as` 2. To be checked by Plan Reviewer
Air Leakage 0402 4 7 Envelope Vestibules are installed on all building entrances.
Doors have self-closing devices.
Insulation C402.2.6 Envelope Slab edge insulation depth4ength.Slab insulation ❑ ❑
extending away from building is covered by
pavement or>=10 Inches of soil.
Plan Review C103.2 Envelope Plans and/or specifications provide all into bon ❑ ❑ ❑
with which compliance can be doorm ingrlm�a/y¢
building envelope and document where 1
exceptions to the stantlartl are claimed. V
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a Building Code, Fifth Edition (2014) - Energy Conservation ECC 2012-Total Building Performance Compliance t
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Plan Review 0103.2 Exterior Lighting Plans,specifications,and/or calculations provide
all information with which compliance can be
determined for the exterior lighting and electrical
systems and equipment and document where
exceptions to the standard are claimed
Information provided should include exterior
lighting power calculations,wattage of bulbs and
ballasts,transformers and control devices.
Wattage C405.6.2 Exterior Lighting Exterior lighting power is consistent with what is ❑ ❑ ❑
shown on the approved lighting plans,
demonstrating proposed watts are less than or
equal to allowed wafts.
Plan Review C103.2 Interior Lighting Plans,specifications,and/or calculations provide ❑ ❑ El
all information with which compliance can be
determined for the interior lighting and electrical
systems and equipment and document where
exceptions to the standard are claimed.
Information provided should include interior
lighting power calculations,wattage of bulbs and
ballasts,transformers and control devices.
HVAC C403.2.5.1 Mechanical Demand control ventilation provided for spaces
>500112 and>25 people/1000112 occupant
density and sewed by systems with air side
economizer,auto modulating outside air damper
central,or design aidlow>3,000 aim.
HVAC C403.2.4.3 Mechanical Each zone equipped with setback controls using ❑
automatic time clock or programmable control
system.
Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide ❑ ❑ ❑
all information with which compliance can be
determined for the mechanical systems and
equipment and document where exceptions to the
standard are claimed. Load calculations per
acceptable engineering standards and
handbooks.
Plan Review C103.2 Mechanical Plans,specifications,and/or calculations provide 0 ❑ ❑
all Information with which compliance can be
determined for the sawice water heating systems
and equipment and document where exceptions
to the standard are claimed. Hotwatersystem
sized per manufacturer's sizing guide.
SYSTEM-SPECIFIC C,tMA 5 Mechanical Zone controls can limit simultaneous heating and 0 C] El
cooling and sequence heating and cooling to each
zone.
SYSTEM_SPECIFIC GtM.4.3.1 Mechanical Three-pipe hydronic systems using a common 0 E
return for hot and chilled water are not used.
SYSTEM-SPECIFIC 0403.4.3.2 Mechanical Two-pipe hydronic systems using a common El 11 El
distribution system have controls to allow a
deadband>=15°F,allow operation in one mode
for at least 4 has before changeover,and have
rest controls to limit heating and cooling supply
temperature to<=30°F.
SYSTEM-SPECIFIC C4014.3.3.1 Mechanical Hydropic heat pump systems connected to a E] 1-1 El
common water loop meal heat rejection and heal
addition requirements.
SYSTEM-SPECIFIC 0404.2.2.2 Mechanical HVAC hydranic heating and cooling coils have ❑ ❑ ❑
means to balance and have pressure test
connections.
SYSTEM-SPECIFIC 0tNA2 Mechanical VAV fan motors>=7.5 hp to be driven by variable E] E] E]
speed drive,have a vane-axial fan with variable
pitch blades,or have controls to limit fan motor
demand.
SYSTEM_SPECIFIC C401.4.2.1 Mechanical VAV fans have static pressure sensors po o El El
so
setpoint total design pressure.
SYSTEM_SPECIFIC C401.4.2.2 Mechanical Reset static pressure setpoint for DDC controlle
VAV boxes reporting to central controller based on El
the zones requiring the most pressure.
SYSTEM_SPECIFIC 0403.4.5.4 Mechanical Multiple zone HVAC systems have supply air
temperature reset controls.
SYSTEM_SPECIFIC C403.4.3.4 Mechanical Hydronic systems greaterthan 300,000 Sam
designed for variable fluid flow.
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1 Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance 1
4/27/2018 Page 11 of 15
SYSTEM_SPECIFIC C4W.4.3.4 Mechanical Temperature reset by representative building
loads in pumping systems for chiller and boiler
systems>300,000 Btud.
SYSTEM SPECIFIC C403.4.4 Mechanical Fan systems with motors>=7.5 hp associated 1:1 13 11
with heat rejection equipment to have capability to
operate at 2/3 of full-speed and auto speed
controls to control the leaving fluid temperature or
condensing temp/pressum of heat rejection
device.
Plan Review C408 Project Plans,specifications,and/or calculations provide ❑ ❑ ❑
all information with which compliance can be
determined for the additional energy efficiency
package options.
Plan Review C4g2.3.2.2 Envelope Skylights in office,storage,automotive service,
manufacturing,man-refrigerated warehouse,retail
stare,and distribution/sorting area have a
measured haze value>e0 percent unless
designed to exclude direct sunlight.
., 3. To be checked by Inspector
Air Leakage C402.4.1,C402.4.2 Envelope The building envelope contains a continuous air
border that is sealed in an approved manner and
either constructed or tested in an approved
manner. Air barier penetrations are sealed in an
approved manner.
Air Leakage C402.4S,C402.44 Envelope Factory-built fenestration and dears are labeled ❑ ❑
as meeting air leakage requirements.
Air Leakage 0402AA A Envelope All sources of air leakage in the building thermal ❑ ❑ ❑
envelope are sealed,caulked,finketed,weather
stripped or wrapped with moisture
vapor-permeable wrapping material to minimize
air leakage.
Air Leakage 0402.4.8 Envelope Weatherseals installed on all loading dock cargo [3
doors.
Air Leakage C402.4.8 Envelope Recessed luminaires in thermal envelope to limit
infiltration and be IC rated and labeled.Seal
between interior finish and luminaire housing.
Fenestration C303.1 S Envelope Fenestration products word in accordance with
NFRC.
Fenestration C303.1.3 Envelope Fenestration products are contrast as to ❑ ❑ El
performance labels or certificates provided.
Insulation C303.2 Envelope Below-grade wall insulation installed per ❑ ❑ ❑
manufacturer's instructions.
Insulation C303.2 Envelope Slab edge insulation installed per manufacturer's
Instmctions.
Insulation C403.2.7,C408.2.8, Envelope Exterior insulation protected against damage, ❑ ❑ ❑
C404.5 sunlight,moisture,wind,landscaping and
equipment maintenance activities.
Insulation 0402.4.2.1 Envelope Roof R-value.For some ceiling systems,
verification may need to occur during Framing
Inspection.
Insulation C303.2 Envelope Roof insulation installed per manufacturers ❑ ❑ ❑
instructions. Blown or pouretl loose-fill insulation
is installed only where the roof slope is s-3 in 12.
Insulation C402.2.1 Envelope Skylight curbs are insulated to the level of roofs E]
with insulation above deck or R-5.
Insulation 0303.2 Envelope Abovegrade well insulation installed per 11 11 El
manufacturer's instructions.
Insulation C303.2 Envelope Floor insulation installed per manufacturers 11 El El
instructions.
Insulation C303.1 Envelope Building envelope insulation is labeled with 11 El
R-value or insulation crofflate providing R-va
and other relevant data. V
Insulation 0303.2.1 Envelope Exteriorinsulationprotected from damage with
a protective material.Verification for cduring occur
foundation insulation may need to our during n
Foundation Inspection. Imo/
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1 Building Code, Fifth Edition(2014)-Energy Conservation IECC 2012-Total Building Performance Compliance
427/2018 Page 12 of 15
Insulation C402.2.1 Envelope Insulation iMended tomeet the red Insulation ❑ 0 ❑
requirements cannot be installed on top of a
suspended ceiling.Mark this requirement
compliant if insulation is installed accordingly.
Controls C405.2.4 Exterior Lighting Automatic lighting controls for exterior lighting ❑ El ❑
installed.
Controls 0405.2.2.1 Interior Lighting Automatic controls to shut off all building lighting
installed in all buildings.
Controls C405.2.1.1 Interior Lighting Independent lighting contmis installed per
approved lighting plans and all manual controls
readily accessible and visible to occupants.
Controls C405.2.1.2 Interior Lighting Lighting controls installed to uniformly reduce the ❑ ❑ ❑
lighting load by at least 50%.
Controls C405.2.2.3 Interior Lighting Daylight zones provided with individual controls
that control the lights independent of general area
lighting.
Controls C405.2.3 Interior Lighting Sleeping units have W least one master switch at ❑ ❑ ❑
the main entry door that controls wired luminaires
and switched receptacles.
Controls C405.2.2.2 Interior Lighting Occupancy sensors installed in required spaces. ❑ ❑ ❑
Controls C405.2.2.3 Interior Lighting Primary sidelighted areas are equipped with ❑ ❑ ❑
required lighting controls.
Controls C405.2.2.3 Interior Lighting Enclosed spaces with daytight area under
skylights and mottap monitors are equipped with
required lighting controls.
Controls C405.2.3 Interior Lighting Separate lighting control devices for specific uses ❑ ❑ ❑
insWletl per approved lighting plans.
Controls C405.3 Interior Lighting Fluorescent luminaires within odd numbered lamp 0 ❑
configurations that are with 10 feet center to
center(If recess mounted)or are within 1 foot
edge to edge(if pendant or surface mounted)
shall be tandem wired.
Wattage C405.5.2 Interior Lighting Interior installed lamp and fixture lighting power is
consistent with what is shown on the approved
lighting plans,demonstrating proposed wags are
less than or equal to slimed were.
HVAC 0403.2.4.5 Mechanical Freeze protection and snowlce melting system E] L] L]
sensors for future connection to controls.
HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. El El El
Air Leakage C402.4.5.1 Envelope Stair and elevator shag vents have motorized El El
dampers that automatically close.
Air Leakage 0402.4.5.2 Envelope Outdoor air antl exhaust systems have motorized El El D
dampers that automatically shut when not in use
and meet maximum leakage rates.Check gravity
dampers whew allowed.
HVAC C403.2.3.1 Mechanical Piping Insulation exposed to weather is protected 0 1:1 El
from damage(due to sun,moisture,wind etc.).
HVAC C403.2.7 Mechanical HVAC duds and plenums insulated. Where duds ❑ ❑
or plenums am installed in or under a slab,
verification may need to occur during Foundation
Inspection.
HVAC C403.2A Mechanical Thermally ineffective panel surfaces of sensible ❑ E
heating panels have insulation>-R-3.5.
HVAC C403.2.7 Mechanical Ducts and plenums sealed based on static ❑ ❑ ❑
pressure and location.
HVAC C403.2.2.1 Mechanical Air outlets antl zone terminal devices have means 11 ❑ El
for air balancing.
HVAC C403.2.11 Mechanical Unenclosed spaces that are heated use only El ❑ ❑
radiant heat. ////���� l''l
HVAC 0403.2.4.1 Mechanical Heating and coaling to each zone is controlled b V
a thermostat could.
HVAC C403.2.4.2 Mechanical Thermostatic controls have a 5-F deadband. ❑
HVAC C,tM.2.42 Mechanical Temperature controls have selpoint overlap ❑
restrictions.
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a Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance c
4/2712018 Page 13 of 15
HVAC C403.2.4.3 Mechanical Automatic Controls:Setback to 55-F(heat)antl
85-F(cool);7-day clock,2-hour occupant
override,10hourbackup
SYSTEM_SPECIFIC C404.3 Mechanical Temperature controls installed on service water ❑ ❑ ❑
heating systems(1109F for dwelling units and
lavatories in public restrooms and 90 9F for other
occupancies.)
SYSTEM_SPECIFIC Cl Mechanical Automatic time switches installed to automatically ❑ ❑ ❑
switch oft the recircolafing hot-water system or
heat trace.
SYSTEM–SPECIFIC C404.2 Mechanical Heat traps Installed on non-circulating storage El ❑ ❑
water tanks.
SYSTEM_SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in.by 42 in. ❑ ❑ ❑
labeled for replacement only as per Footnote b to
Table C403.2.3(3).
SYSTEM–SPECIFIC 0403.4.2 Mechanical VAV fan-7.5 hp are driven by mechanical or ❑ ❑ ❑
electrical variable speed drive,or driven by
vane-axial with variable speed blades,or operate
with motor demand<=30%design kW at 50%
design flow-calculations required
SYSTEM_SPECIFIC C403.2.8 Mechanical HVAC piping insulation thickness. Where piping ❑ ❑ ❑
is installed in or under a slab,verification may
need to occur during Foundation Inspection.
SYSTEM_SPECIFIC C403.2.7.1.3 Mechanical DucMork operating>3 in.water column requires ❑ ❑ ❑
air leakage testing.
SYSTEM_SPECIFIC C403.4.3.5 Mechanical Reduceflowln pumpingsystems>10 hpto
multiple chillers or boilers when others are shut
down.
SYSTEM_SPECIFIC C403.4.3.3.3 Mechanical Two-position automatic valve interlocked to shut
off water flow when hydropic heat pump with
pumping system>10 hp is off.
SYSTEM_SPECIFIC C403.4.6 Mechanical Condenser heal recovery system that can heat ❑ ❑ ❑
water to 85 9F or provide 60%of peak heat
rejection Is Installed for preheating of service hot
water in 24/facility,water cooled systems reject
>6 MMBIu,SHW load>=1 MMBtu.
SYSTEM–SPECIFIC CA03.4.7 Mechanical Hot gas bypass limited to:
<=240 kBtu/h-50%
>240 k8tWh-25%
SYSTEM_SPECIFIC 0403.2.4.2 Mechanical Heating and cooling to each zone is controlled by
a thermostat central. Minimum one humidity
control device per Installed
humidification/dehumidification system.
SYSTEM_SPECIFIC C403.2.4.3.3 Mechanical Systems include optimum start controls. ❑ ❑ 0
SYSTEM_SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric ❑ ❑ ❑
resistance heat from coming on when not needed.
SYSTEM–SPECIFIC C404.3 Mechanical Public lavatory faucet water temperature<=110°F. ❑ ❑ ❑
SYSTEM_SPECIFIC 04045 Mechanical All piping in circulating system insulated ❑ 11 ❑
SYSTEM_SPECIFIC C404.5 Mechanical First 8 it of outlet piping is Insulated 13 13 11
SYSTEM_SPECIFIC C404.5 Mechanical All heat traced or extemally heated piping ❑ 11 ❑
insulated
SYSTEM–SPECIFIC C,H)l Mechanical Controls are installed that limit the operation of a ❑ ❑ ❑
recirculation pump Installed to maintain
temperature of a storage tank.
SYSTEM–SPECIFIC Ct(ll Mechanical Pool heaters are equipped with on/off switch and ❑ ❑ ❑
no continuously burning pilot light.
SYSTEM–SPECIFIC C404.7.3 Mechanical Vapor retardant pool covers are provided for El ❑ ❑
heated pools and permanently installed spas.
SYSTEM–SPECIFIC C404.7.2 Mechanical Time switches areinstalletl on all pool heaters �®
and pumps.
Testing C408.2.3.2 Mechanical HVAC control systems have been tested to
ensure proper operation,calibration and
adjustment of controls.
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1 Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance I
4/27/2018 Page 14 of 15
Mandatory Additional C406 Project Efficient HVAC performance,efficient lighting ❑ ❑ ❑
system,or on-site supply of renewable energy
consistent with what Is shown the approved plans.
Insulation C40i8 Project Bottom surface of floor structures incorporating ❑ ❑ ❑
radiant heating insulated to-R3.5.
4. To be checked by Inspector at Project Completion and Prior to Issuance of
Certificate of Occupancy
-Post Construction 0406.3 Exterior Lighting Lighting systems have been tested to ensure 1-1 ❑ ❑
proper calibration,atljustment,programming,and
operation.
Post Construction 0408.2.5.1 Interior Lighting Furnished as-built grown,for electric power ❑ El 0
systems within 30 days of system acceptance.
Post Construction C303.3,C408.2.5.2 Interior Lighting Furnished 0&M instructions for systems and ❑ ❑ ❑
equipment to the building owner or designated
representative.
Post Construction (3408.3 Interior Lighting Lighting systems have been tested to ensure ❑ ❑ ❑
proper calibration,adjustment,programming, and
operation.
Post Construction 0408.25.1 Mechanical Furnished HVAC as-built drawings submitted ❑ ❑ ❑
within 90 days of system acceptance.
Post Construction C303.3,C408.2.5.2 Mechanical Furnished 0111.1 manuals for HVAC systems ❑ ❑ El
within 90 days of system acceptance.
Post Construction C408.2.5.3 Mechanical An air and/or hydropic system balancing report is ❑
provided for HVAC systems.
Post Construction 0408.2.1 Mechanical Commissioning plan developed by registered ❑ ❑ ❑
design professional or approved agency.
Post Construction 0408.24 Mechanical Preliminary commissioning report completed antl EJ ❑
banned by registered design professional or
approved agency.
Post Construction C408.2.5.4 Mechanical Final commissioning report due to building owner ❑ ❑
within 90 days of receipt of certificate of
occupancy.
Post Construction C408.2.3.1 Mechanical HVAC equipment has been tested to ensure ❑ ❑ ❑
proper operation.
Post Construction C408.2.3.3 Mechanical Economizers have been tested to ensure proper E] E
operation.
4/O
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EnergyGauge Summit®Fla/Com-2014.TAM 2014-1.0 Compliant Software. Effective Date:June 30, 2015
a Building Code, Fifth Edition (2014) - Energy Conservation IECC 2012-Total Building Performance Compliance f
4/2712018 Page 15 of 15
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FL 14645.4-R3
-4
9.9.17
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: 5V-Crimp
Panel Description: 24" wide coverage with (5) 1/2" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792)or painted steel (ASTM A755).
Deck Description: Min. 7/16" thick OSB or min. 1. .olv nr min. '/." thick
wood plank (min SG of 0.42) for new and existing constructions.
Designed by others and installed as per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or 48 x 2" long wood screws @ 6" o.c.
(Minimum) in the plywood field and edges. Designed as per FBC 2017.
Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1.
Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 30.0 psf@ fastener spacing of 36"o.c.
(Factor of Safety=2) 172.5 psf @ fastener spacing of 6" o.c.
Fastener Pattern:
Type: 49-16 or 410-14 hex head wood screws with sealed washer. Fastener
shall be of sufficient length to penetrate through the deck a minimum
of 3/8" and installed as per Metal Sales current installation procedure.
At panel ends @ 6" o.c.across panel width
At intermediate @ 12" o.c. across panel width
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12. ^
Code Compliance: The product described herein has demonstrated compliance
2017 Section 1507.4.
Product Limitations: . Design wind loads shall be determined for each project in accordan�
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
JAN 1 0 2019 exceeded. The design pressure for reduced fastener spacing may be
r
FL 14645.4-R3
C2182-4
9.9.17
Page 3 of 3
computed using rational analysis prepared by a Florida Professional
Engineer or based on Metal Sales load span table. This evaluation
report is not applicable in High Velocity Hurricane Zone. Fire
classification is not within scope of this Evaluation Report. Refer to
FBC 2017 Section 1505 and current approved roofing materials
directory or ASTM E1081UL790 report from an accredited laboratory
for fire ratings of this product.
Supporting Documents: UL580 & 1897 Test Reports
PRI Construction Materials Technologies
MSMC-017-02-01, Reporting Date 9/20/13
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METAL SALES MANUFACTURING CORPORATION
5V-Crimp Uplift Loads
(Min. 26 ga.)
Description Fastener Spacing Allowable Uplift
along panel length Load
(in) so
Coverage width: 24" -
9 120.0
12 90.0 d J�
Panel Fasteners 72.0 _. .
#9-16 or#10-14 hex head 18 60.0
wood screws with sealed 21 51.4
washer 24 -45.0
27 40.0
30 36.0
33 32.7
36 30.0
Nota:
1. The bold numbers indicate design loads calculated final rest data with safety factor oft.
2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure.
3. Three or more spans condition.
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StD
Product Bulletin
Sto EmeraldCoar pF
80284 SW EmemldCoale
FWILLgWba CPSlmav Garr r ❑ E
ASHRAE9B 1 1 GOmpkanl ASHRAE 189.1 CompfaM
CC CPtle Reuri;NIion ASTM E-2357 Evaluated '• M
iiiiila $roE I)A`t*aPrsa ",
TUT aeMAt3 mu'e0 flea-0b waHrp'Cplaa
APopT tat)IFSalpp 1ETFC I-I soma,membrane "
AlrlAalar, el ASTM E-235] LeNaom'm11,57 bWM UYm'Wa%2 tlMMl a at amaNrowO
Alr.Irbly Lo.a tlm/M m15T mN ahemhagmb iaaae sato
A . vertrcm above gaae
WmW AC 212,Sam. 1lalwun Waapbwre.Maa25cya wuraJ'rM.mMtlimua.m brpmaaa beme,whm
aaaawaoaa A.a .AM 112MF laa'CII.Men 21.em1%oral Me Peabeam MW Wpawa comblro wan Sro ra"I* 1 t
aaaMtmm+se MTM In Mnamklw0 kr 5 aaasannaul aw No iml aM rough upwaug healmenl
W 4peasa eM (WMeCbma wabM.band iakuewwtw gmlrmim Sro EmeaMCm�rs om
MW At NaMaW _. mnp.enrame SfoGued
T.. ASM E12]3 ww aarip aee NrutluO and rceranm wwWrq.d no Mer Astrvay.wNmrSeaum-
Lo.aBaMgl ASMEn emmmmentl aide lcad,lardPeaamk memaana ma,wars
n tlMrbae^p apprrea
RAAarA a AC 212 peMrOan a pmwwarnproolab
Fnykaranalal ASTM EMI bmaer. SloGuem can ae usad
cy'llaqMma 1w aalb aa5iws aaaanls
p�yalm wra d"PMlana cement
W. ASTMEMI w leakaaa aIle lS mimMam2.eapm wlaYala Vu...Nn y'mmera maN
Pwabalan OMPA) sbin9 and enck
BWMtama
W.aambnm A8TM0. ? watl ramS allatls altar 14 61,01w Oen OrMaM Covarga par PaN
GIxH.1al Sheatha 40525
ASTM EMI warm. bnwa5la[rra mabvtlad II.13ea Gl
rrl-
R aunMypr AS]M& l aMavtlea rrurowrclewlF in pyawa and (5"0IDda.GYPsum SSOESdM
tynayYlpl wrea.w anar In ryWa a wNYwm rc /jrL 151E0nY1
TFFtlq MM Pa(6,24 lefimea W]3 Ga ( y grra25-5230
rrpmw Pre m 3949
NMMarapa)M63.p9 ia
I2%P., /\ OSB. ;OPW n'(n] M
Pealurc dadw4tl a1M Mm eprW /V F/L CMU(2 avata).106300 a'
a 5gWl"N(3a IAn'vaa) / )� (n326 m')
RMMaKab AM 0.IIIJ wrrda 9rOa1111mr 29 aaYa wrll0 aglOMlrmle 25 Oa'Rrga9 rrH,'10rY
6rawW ..mae.. L aepamgm.ap0%o.
w abe.kaa Web aiw to ayaa. waawnw+tlMtl+mMr loaTate bcmilue and wham
FrnaMThaw AC212, ¢tica.
MFlaleca Salim 43 a Wnanme0aatn8luGUN
WWrVapw ASM E-% a5U5pMn(M]gPa'a'm') a16U5 pumT(5)S gRafml Eana birw tlMaMMwp
PammYse MMnmB IolabaMrlualrev4aa-
IWmeMmnom GI W(37SlwJmi^9•..wa-
Aa BarMr ASTM E31Ta <0.a21H+M®]6 Pa 1<b.p%OxT' p.%11hM10.p%I tlMlt'1 $Op M(]]JB mj
01.3]M Emmigr GYpsun:5068905•
HbuWnl ]STM El'Ip 2irMea(S1 mml MerpMun wMal NutlurY inm9AM (a8E8 4COSOOM
arseq• IPaae w aM romtial Iw 1 noun PlTwoorn
ASM 6Ism ( B ^Pl
Moablay Pat. ChIU(2 aM n'WiMitr'I
FLM!/ AS1M 692 wanmMwwmtlrswi uarq tro' wvrsrMaametlaEm CMU 12 wets).t00a0oM
(Jmm/rnWaltl if Fl-1Pq Man stood MegrM (9.Y28 m�1
8Mgaa Cuwra2e5mayv r r—qh
TwMaakwW ABM GM] 015 pi11m Mmwavaarrrraglnd E ml 105a:J2(592W kPa1 Jrpm ma vnmrwrw9n
ybkW EA,,,m- a.%{a(592 W.) pbningIA as awMCe
Ga3Mtl5Mmlkip'.eaueas rprytpna
mm Yiaart Wme
Em Gypsum$nemnm:aamem 9
0waameage may very bmM
ekeMm deuamnrc Ml slfatlwr91g.
TaaaSa BpM: ASM D4541 Om T%WSb FFmeraMCM 55P Pack.0n9
Oow)95m3b EmerYaCom a9m 510.09L)mil.
Slrrlca Baltlhll ABTMEM Flom Spnm'.525 Flom Swead<is SW Lite
MM SmGuab SnW OewSPed 0- S OetabPat tl5
Fbkl ICCs NFPACW ABOWb MmeM lamunlha.1prmaMetmca
ata TmM9 WAMa wnueau rn fire lr¢sa Paa
L6G 26A 31
naaaia � b
ft"VYW0.001.N mw
MIYI .r11gVe 9kYIMd
e .� �ra®1® b X114 E-r W nt01Mm num caMerlx.
Page 104
JAN 1 0 2019
Building Department
CIV ofraalanl-!c 6ea ?, R,
St0
Product BuNetin
Sto EmeraldCoat®
A.T tEs*asTloo rtxT cwiEwa lceraeNa.la
VOL Ba) TNs pedes msnlmssavith lR EPA Na CFR 591 aIe SwM Core AGlO lflaa 111sIVODwwmmn
wwewa.la wwlawa caalq..va IerM wotVL
x amea c.bluad eei
(by sales)
NCM.l.1eC YY'ntlgW Pi1M C[b.].XFa-.Hnbm Fw VMWm1LM4bn.].ab FmrYK.M maaw MPKOEa NCaR.
mWV NevlbyiruwWamal]9]u.l nwVmmw YMMa msatlW fM.FnA.
I yyayypmgp Mllamizes risk of water damage ark esaadatetl repek or rapbcananl orals
2 Vepmr Pam W Minimum rbk of mnC hin"Ohin wap Mm water vapor diMsien
No alr bakrge tdwe m the sheathing act StOGUwd:right and sfew ager air
a SMVaurM pastae loads:time rat lest or thaw oM the wall with wind
a gay No bars,tabs.as,mWAP1 dd joints that can cimpromise paformanca VI an'
Does,not oaf or los,its eflectivereas with exposure to wedther OWN cenabualpn
s Dufable ornm th9elNee
g Spray App)" W.Atlanta Sprry Eali test Inst W;does nil require apeoM spay equipment
Eeulpmanl
T Listek Formulation-Water Based Sala ncmbxaeN lishad ,saves Ihne ark moneywhenImlelirq the paAtd,
does nM aqule Mgtyy Wlbd lata
S Sala fpr lnbrbr and Fallot Unix Low VOC,low llama spread ark smoke devaopmml
Da Blow IoM sanewhrt i—N—M N
A
9 the recommended applisaeon theluxa a bw for better quality cmVd as you Off,I.feet the joint Mallrenl has been
in.sheathing ogm may a how through the installed
product
SuRacss must he dean,dry,and mane of hest,damage mal.1 Mnd. Sm next.to to WMetl must be continuous wili pima.hobs.
,undoing man...I- odakN din.etAar.acence.farm ai act other ear.exceedirg 1132"to a mml in size.Sheathing must be piepedy
foreign matter.Damaged sheathing must be removed act replaced. installed as required by appli,xi bu ion,codes or sh..N N
Awad ipliotion over megka tumors, adenuMeludy,.
Mix with a dean,mshhee sbariq OM and padde to a urdmn PRODUCT MUST NOT BE THINNED ON DILUTED.
consistency.
Apply only to sound act dean,dry,property prepared,host hes material,mmuditg dual,act,might,agse,and offal atce.Repair
surfaces.Sheathing joints.inside act mo maids cameo,
rough rim-aWdural dams up to 12 inch(3 mm)wide by NMN wkh So
openings most M heated with StoGuwd joint and rmuph OpaMtN GM Fill a up lo'/.lam(13 mm)wide by Bkrg with StoGi ad
Imalment.If using StoGuard Fanta pre-spot any oveMmen Rapi Rake the ask war,a sham tad to remove boa.a
tassenea with Ste Emera iii Spot surface deka sum as Malas material.ark Men dean with o4Ma compassed aid.Apply
ivdrdmen fadMers.kncb or other voids in sheathing surface with Ste Goll FA a Second RapidFil by tro]vel or pkry knife moor the
Sic GCM Fill SMGuard RapkSaal or StuGuaM Rei dale and s with the Mit m bowel.Fondant,oaks
Over ExtaHa Gypsum Bheelhis,Glesa aat Sheuhing. cornua a so udast aNirear.Do not use Stu GuM Fill mr SOGuaN
Exledar plywood and Oriented Strand Beall(O ill Apply Ste lily x l o'WWI mmkg cams a to dl expansion pints in
ranahudbn. paned ask repair maimMs ham rain and ke." g
-- Page 2 oft
Sto
Product Bulletin
Sto EmeraldCoat®
Emers,,,"t to the prePwed substrate using spray equipmed ji M unpl Ery.
as Sto'aW,Spray Pmnp or arias spray eguiPmmt Mat Fan Fd Nr amd Mo Wan Barrel Sprayw,,Wad rvm CMU:Apply
safari a minimum 1 Gallon per mono,(GPM)and a.001 mill OP at St0 MI.mEmarriald - urvfamy with tort St-M-6 peep.Maras spray,or
]00pn Pd,a with tri appropnde vze nap rdkr Ina sing;.r OS8 IMe,xmi spiry, pmenk.Badl+dl M MI Me surface and
maafg at a cad Mkkness of 10 ml-,For rat applir.M;n over OSB. aaow M dry.AppU a-¢verb,dorm awt of&a EmanddCoet am
gkss-mat 9rozmn dealNrg,am plywood use a 112-I1J mm)^PrP Wa-roll to advise a vale am P;Mk hoe surome oaperMirlg on
make. be wndaion Of Me surface a mmnlmum of 10 wet-I4 M to e
OSB aheathirg may require MmAlp wiM a-¢cord mal of Sto maximum of W wet as per at as mr sed.Appy Wchimnal owed
EmeraidCold where wand Bonds are raised In m Me sudace. it needed M arfiase a VOID AND PINHOLE FREE surface.
ImPrM minima after idM1el appauorm,of Sao EmeraMCoal ane
toudwp as needed.
Over CrmMe eleonry Wall Cpnalfuctlon:
Cmaele meamry wall ccnshmit"MM1 be saudMaby sound.
dean,dry.and flee hen damps,hos,am it bm0.mMbMrg
Rol;,..,pled ovwr CMU:Apply Sto EmereMCOat ufwarmly applcabon of Sto Emera;Cwt.A VOID AND PINHOLE FREE SURFACE
with a N4 inch(19 mm)rip rdler and agave to any.Apply a masa be ax,,,md for SM Fim,,Cwl b Property extraction as a waterproof
aeon,uniform at of Sao Em oddCt at to aah;ve a vow ah better an CMU well sudacas.
ane poop,tree sudaca.Oopoi m the condition of Ile CUringlDrylrg
surface a minWum m l0 wet moa up M a maximum d su veal510 EmeraMCoat is dry,Much and Fan be user ordad wbvn 24 hours
cols per coal;required.Apply additional mats M needed l0 alder normal conditions[7W(2M),a0ix Mi.Final dMrlg narks
achieve a VOID PND PINHOLE FREE sWau, depemdrg on tempeei I hanwtry ea d emlam conddeni ported from
IMPORTANT NOTE:Sao EmeraldCord Nmens to a ram and frees-,until oanpteoehy dry.
wakr,sof an boder on mrmal yo ghl conaete--I unity
wall co stiudion with flush(-kart flush with the surface of Malay"Storage
Ma CMU)m wncave joints when a mnlmum or Iwo liberal Keep Contemn,covered to ported hers skrndng.If stun lamsremove the
coati are applied.AtldNmal coals may be musasary skimed material hon cmlaimr.remdnbg internal is Ifra6eCled by sinned
dependkg onMe ran mono of Me CMU wMI sudaco,CMU ma.nel.
IMmed ,pint Proflk.and 011e, mm,,ye Mat may..at.Fa Clean UP
-mi CMU was aml0ces,sMm coal tle reams,-udam wiM C W cods and equgmenl with water inmediaWy after use.Dried materiel
am of Slits mmenbtious inmem(Sts Lese;o,Sao BTS- Fan only be removed medenlwly.
Plus,Soo BTS$Ila,or SM prlmedmi else B hMe
Apply N whenthe Ventilate Heats Pracw,ona
m
Periost is•..on.d.Pa wino ar'r UCm d
trudace and ambient temperatures are temporary heaters to the exterior to moor eon pr.w exrdse...e vena,
atimer 40-F WC)and bdow 11I(11°F Prevent were,vapor hone..xiaam 1rwMdinq.
(OB°C)dump application and dMm ma wMrin mhe web assembry WARNINedl gado irdatim.
fab, materials. Sao Eosoa;Coat Para..,6WarMm
Not recommended wail lune,mwouOtax alive hanNm.weer
• la use calm cast.dam,coMbions exist • sun M left exposed to weadtar fa Iq b oxesh gb 1.011Y ve tldMndep
la,mlmged perms.Coal.damp 6 mondial Intel daddig oak SM pmtexeMad Pmlenion
orwhiam retard drying am may require EmereMCmt wnhm 6 months of FIRST AO MEASURES
exported pMMs of as;coon amnzt 'nalalalrn. Eye Lousi ITmeddMY flush r er In drily
rain Or forrives, ForshWMNg use dxieer MrtlkaRlSI.Anu aes_Emwe
p p Ice1Y OM IiYard adFuawauaM1rgdlM ape arsW>awq rhe
• Domtaseonder kali MeH(rya eyewswnamem.Gel immedw mealul
surfaces,e;w Some.or on wderes bugdvrg paper)between Sao apenvm
subject to weir immersion. EmereMCwl and meal lath m Portland on 1.Mnwdardvwaen sax wan perry
Fire-reteodant ismer,ehrcco am similarly w Ss Orf of.,a wiveft,16 m 20 wddwes.Ge
• Vested a Pressure treated plywood we#foraminifers. a matted foraminifers.Paper may bitted ramwa rwmeN<kmNr9
.Man paperba,,tred stucco ked;Med. meeinlexamannrmeamee•wrosm Pesids.
wbshaps must be dry aM May Of ad See Tern HOMm lntre on:b vatlnerves¢
er M IreYI lir.b ru
bodinlJdang materia;. .."9-wi nivmom w yve
Not rerammunded • 051405,,Mo addbioel iffromm n ox,,an hr uanae pa.,Seaeinaxamer,
• far spar mg hdea a aheatNrg pima In mgaodmg osvaraw over different xxxelmt aamaan.
Sm Corp. s1558MW A1bn0on wa ww.�vw•aMM
Ypa CemPCeekPMway Rmmn A11 era .con r.w '�nw'i m'^w�yw
Bled,14m.Suri 120 Data 051216 ^'°Ow°'°" maw >+•�n�p �•awwa
Made.GL M3I1 _
Td: 4a43a61655 n.eue nwrP _ _ .[tpm•wr_wml
C6Y -2191 �
Par, 7: mm �a
vm�k,�n..a••aa.iwrnamna.0 a.o. oak•
www.aMeorPsrm
Pap 3 014
sto
Product Bulletin
Stat EmeraldCoatQ1
orands of s mal sMalNng. Inpealian"II swelbwaC,do,NOT 4ieum wmbint.
excess al l/B"(3 mm)witle. Bas - CYl a pnytlri w parson YMrd sMm
Maintain NOT imMa
miemr an
M Ngi on%ey mown
ran
a bm,hitures above 40°F(4'C)dump RECOMMENDED FOR USE BENEATH ancp ..prawn,
Eying panned tar at least 24 Ns. EIFS 1p1MCaed wM and.aoreent maanal
ProvNe adequate au,as cpm,begs.TMn diepoee In armrouni
..nn a"Iiudi MCM regumwn..
aantilation during appaannn atM drying plapoai onobb .na®idance xiMb I.
pada0, n!e or federal rq...
yeemaq:NEEP CONTAIFI CLOSED W1EN
NOT IN USE.KEEP OUT CF THE REACH CF
Duennerare when ato ng..let hits or LIMITED WARRANTY CMLOREN NOT FOR INTERNAL
USE
oRi¢r wdM assemely whiporenls lNaugn TMgMud n sub"to a wdlen hunrw CONSUMPTION,FOR IN S`PitA
wyren"wnNn on he ognied tree d ohi ONLY.CmM Sally Days Shen on
SteGaand so Nal fasteners go into(not ham Sb Com — ,,=babaHnr Minall artery
between)kaming supports.Seal all Nrtrei SM Spedlpeawr Mrmve conWete idomrupn,
,therhtions lhrb,M the wall.Do not are inrrmaeMMploperua4YgMMYgdlna
,oxer.powder actuated«atrial faatemng podud
IoolMm¢thnds that an damage Me air
Canna, water r¢vsge Under or sulubl ,
Teat aeaemblles when necessary to verify
performarri
Page 4 014
StC
Product Bulletin
Sto Gold Fill®and ( + ori
StoGuar(f Meshes (5 3
aSto GOM Fula �Q
8026>Om?S1oGuerda Mean 4.25' W
902685nGuarda Mesh g.5'
I�
SdGoMFNisareaCy-
TENSILE POST mixes",gexdde.lobd
StOGuacde Mash ASM(0+035) STRENOTN AL Jill! IreMmanlandairbemiee
(ASTM E 2999) STRENGTH maferiil Aon aWpo.,above
gnma subs It is applied n
oeaLMFIgN snap M. wsn'Pos1g1 laMpM OF 110.L NaM wBi 1RMCAfa own ppBmnga pdppya
Stead Mwn am. 42ly(110" Wife?.) 150 in -120 are SlddMrgjO'Msin wads
4,25^ wilfi St.Guad A1es0.
Seaward blah Sm. gr(m mmj 1W'145.]m) IN 165 -120 $foGrmd Me311kdgMss
ab" (iOe/sM-a00esive meso b
StoGuare Assembly with Sb Gdd FIC and Ste Gold Cop] sem souse sTo Gds"Fill
ISrygI sear Mange war.. 1aTaEalllTb F'a walerphoollm.apply
$e G,Ocf aw$to
AaLWYp.d ASTM E-m? s0.21.eiVii a 001.t/PmeMhoo EmeradCoaPtolfi,
Nr Sarrpr CO."dm1t'M 157 pal (a Ws eaMl'a 157 Cost) sheathing are Sfo GOM FA
Assembly Sin GOItl Fill ave SIOG✓W
Aginans r MTGC 127 Remt]161n(SS vnlwstarlarSMua NpwerpuMrelian Mfae ab Masfi a/e part ollhe
PradraWn (Weer Camm�l odes ars"soar ging allaragni, Pio prMrdmnst SroG✓ad AssemOly wltlMM
Rwlpaza 333u✓ 0145an)MMdwstar a fluia.mPlin membrane
IOM ofira a superior
BYucenl AaTME.1233t No warn eteMnwparnd ehWhny Nowa 'roe Mien waterP/oorav Gamer
Loadeg,Wdr ASTM EITI ledads y)prma.pmsGlssi add SI.Guad sen 0a used
TyanslrarM dweod.osgl outer l0 cydaa80% banaalfi varduS PMdurn a
TWing desgnwWgd75 mrutpwaNg
ri%ar indWn9 Llinks.AAnif any,
6.34 Cost 1269 Pa)pauum daaartial ails pfd/pfd am
seen qyy roupd 5gMT'M(3< mPadufShollmrm aME+T.
t/mxminl
Close Preuss' ASTM E-3031 mwatxpanal err eddeare w estarpeMmlion.roalawbd
Wder Perl4MMbn ASTM E-331 d.4"Pred rmdam le"".m Mywood endue Male 1CC Cods Recognition
Tgtlro FnesVIVIO 110 orders d ourdlivipar
299 Pa IS 24 Cost)uslif pis ease Coverage
pressure ld4wd W 75 louse La m SbGuad Meati 125" 110
deen ...Pe Warwu015 mm)x 150 N 145.1 MC,
owny.Nlored hist
FrwelAw ICSOYMIed No vOle esseeft ldasiM.ssdalp. MJSItleGYamrdlMS dad SWG.W Mead 8.5'(240
Rosevear. IAC 241 ddamlneen.OMen)Mrm+leased A Unnionfl. mm)x 150 If(451 m).
Sc maryWluuon
ladervii ASTM E-96 Measure Ski add Fil:7 lOpema IM Sto Gave Fal:One pal sell
Pelts are ral(P.emy3 tred approxiana"111250
Sm Gard Fs MdWda linear feet(53-79 m)of
lwar.rMgwdl sheathing pits ave rough
AirLwhapa Wd ASTM E-M <O.W really 0157W DOOM drrNl` Openwhe Co..,."mry
Assent,rwm 15SCCIPSTs depending on
Se WOFM E51 Meshes) appr.Pone mic.,
ARLe.bgr. ASTM EQ83 <sm beepa t v Per 10.0002 daM' sheathing type,We sloe of
Sm Gds Fill 1(a01te-m'a75Pd <(O.W14 llami sheathing Counts and tar
Air Ladyr. ASTM E-21M 10063 dmFa 1.57 Cod aW02~- umber aW Condition of
am add Ful <(O.W I/am'a75 Pel (a WM dsedl rough openings.
Slrud✓nl ASTM Ed30 2notice,(31 arra rp.,re Meq Or dMmM i"" Packaging
eMgde Ip9m1hm soul r gui for t Mm Sto God Fill:5 gallon(19 L)
dy TmdM ASTMD "lose 1150)Wm)nonan Ochs Sgadd Fa.159g1271111,14hj Pail,
SnrrrMtO: meabrgng odaeadag:2130(3731,11am) ShdILIN
swat FM eAeral 12 months,g pepaM anneal
FlugMry, ASIA INSU his d deMmindbnrme Illy Mueass,Or gwndan and sealed
(3mm) — hits tlF(.ta C)oeMr oddaaeMgrq Storage
erg der aTg Noted nom eameme heal
(90°F(32"C)I.sewing and
dined sunlight.
Page 1 of 3
sto
Product Bulletin
Sto Gold Fillo
StoGuard® Mesh 4.25"
StoGuarda Mesh 9.5"
Technical Data continued
FEPORT TEST TEST CRIFFMA TESTRESULTs
METI100
T...IN ARTY 4297 >ls pa(t03 W.) Ga� C']91
nbutir _>WPBI2Oa
AiIn-
a(]9w+n IASTM Cit]1f >x019'
EbaIIPa)
Etberia 1096'.>w eco(ON spin
Elnely mwmpd:>w w(ant Mal
9edi ASTM E- Estate Spread,25 Flan Spwll'.5
11ka Smites 001'.�Iw $Imlu D,tea'P,d 10
NFPAGn,A.USC rIM f Sabi
Mini
RaTWaq LOOMS Nalvaminfinlmd P.
'10C(a) Tlspsbo.maaawin US EPA NOCFle'AIaM Smola Cwq AOND(RUN 11tm WCwNeetn
apldw,br amnatlwMmrarga.ver wF am,m ri.
Rebuses rbk of condibbet caused by ah bake through Me wall eonSblcbn;
1 Nr 9ariW mduees eoergy casts by mdudng heaingkOdbg WeOa
2 MaWlassmabla Moisture does not gel Napped m dw wan oViry _
IIMllmkeal No ab bekpe loosen the shealntnp end SloGtreM',rtgW and syde plWer ah
pmawm bads',does not tearer Now apra wN moth mold
4 SaMMasa No Mars,rebs,Or avSMpped lohas Mat Fan compromise perfermence M seMce
Dyes not leer an bee ly NBeliiianeea wIM aMpewmtoU during.........
5 ous" 0 IXwrlelr YlNce
a parlay Uy o"ndwese Glyss pal of lond IT.m ndell oar
T WNa Sexed Sale ren-bdc,VOC compliant
Surfaces must be dean,dry.and free Orton,damage and a9 bend- Substrate to be coated could be mMtlnubuS wilhoul pinls,bows.
iMnGbng malerials,including did,efflorescence,torn oil and 01her etc.exceeding 1132-(0 B mm)in site.SheaMkg must be property
foreign mahef Damaged shearing must be removed and replaced. installed as Monod by Wbeevem bulling codes ant OOMhbg
AVOW appicaben Over inatimar sulabbi manufacturer.
No wind A dean,cont-free timoric dry and peddle to a.NtOrm PRODUCT MUST NOT BE THINNED OR DILUTED.
nersistency
Apply only to sound and clean,dry,properly prepared,fmst'hee Material Storage
sum—, Neap cenlabers covered to prdect ham Nimang.If stun Wars.
InMNafien over Sheared Well Construction: bane.Me sainMd maynal ham a001aleC biam rerl coaled-'Is
Plsw minknpin 4 incl(101 mi wide mesh al SheMbng print and unaffected by skinned mabrial.
loaners 9 inch TS2 mm)wide mesh at rough openings and inside Curinglorying
and aasiae cprgr9(cob 10 Ste aIle N nit).Immedar ly apply Ste DOW ESI is dry to loudt and an be Over mated wahin 4 Mum
Ste Got FIII by spray or twilel ova re mesh and trowel smaM. uMe,normal(707(21-C).50%RHI conditions.Final dying Was
Probd frau min and treating bull dry Seel Lumbers.tolls,or depending on temeemlumbumiddy and surface citations.
other Wel W ahetlhing surface with St.Said FBI. Final drying time vanes depending on temperatumrbumidiry and
Farwabpmofing,apply Stu Gal Coal a See EmerasdCbm W surface conditions.
shmoreN and Ste(idd FB.See SW Got Coat or Sb EmerslCoat Protect from cob and freezing and oomptaely dry.
product buylebns for more intwmmen Chan Up
Clean toils and implement Min wale,imeedlayly after use.Dried
maMiat ban only M nmesed mechArb0 ly
-- - Page 2 of
Sto
Product Bulletin
Sto Gold Fill®
StoGuardo Mesh 4.25'
StoGuare Mesh 9.5"
• Apply may welen me surface and ambed StoGuwd Neon: Hoehn P..U.a
errpenbres are stow 40'F(4'C)and • High hurnldily or adverse weamer may Pmovinniannalmvor Aawm.,wamI
pelpn'OTIF(31PC)during application result in loss of adhesion prior d w+mralya pnooxn warms rare xnen
and drying periodappNcatpn of Sto God Fill.Immediately he^d'r'a
• Not remMryrdBd for use wren mol, mwr wilt)Sto God Fill d prevent Inas Safety PrecaudaN
damp mndNam exist for prdonged dmclano n Cee amc4 ale.antllelion Shen g,V.ad
perods.Coddamp conditions ral AwNd.odad wm can and dabs wNch lademae Bowe are raranMdeo Remove
drying and may Move ederded pends will dig W Ml-edleaNe W.ofinesh, wnwmraM dulhanarvandial
of gdedi.n. . Not for use on roI or masonry Flat Ald
• Do rid use on damp wdoms.below surfaces.Use Sin Dedil Mesh � TACT:wxa
n awgnr v ao m rn
abar
grade,ar on sudY`Ae n0jed to wader embedded In Slo Gold Fill far thea, EYE CONTACT FII wrandaNly wim wlv
innyryplmd.. for1415rrMMaitlommotaFeraYT.
• Fair retaNand treated or pressure heated RESPIRATORY PRCB EAaS:R.
plywood subaC'ates mus!M dry and fill For c.nplaeinformallon rent to SdGKnad affed"pe.i.mniherinviedioi
.fall bon"Namrg maeras Air Barrier ant Moisture Control Handbook corga,aphyna.
• Not retpmnylded V Spanning HYGIENE'.Warib imrwvlWelY dNr use
allea0dq jdds or hdea m excess d 110- Wa•b comm,Mart rs,va.
f3 nen)woe SPIIH
Co.Hm NWaew a.a 11 ma1Mw wCh
Dens-Goss God is a registered hademark as Conan raga.
of G P Gypsum Cap. Dlsposel
0.epon,in xW.M2 win by,"'I a
Nmnal"Wa.om.
waminq
NEEP CONTAINER CLC SED MEN NOT IN
USE.KEEP OUT OF THE REACH OF
CHILDREN NOT FOR INIEFni
CONSUMPTION POP INCUSTRAL USE
OKY.
benW In.MwenM SYtly O•b Stand for
Whalweraand"ena imatim.
Nand Slot,OtlaS (IIIIw
aala.b N wwe.da-aPmrn.
LIMITED WARRANTY
TNa prooad'e mbjedyaw.el.n main
namC
my amIth Iy o.Nn•d free d.Foga
Rehr m sm SpeGA-ambna b mae romyNe
amr,�Pn praPw us.am nmm,g d 1ma
op
Pradmcr
Slocorp. 81115410206, Apollo.
]BO.Campclwh Pwkwy
am,=0111 awPnw•.a+,.wa.a.wwa.w,..aa..wm.a .. N.pa. �.iar
Sudna 1400.l 13) Rinhip, 03 :em 1Mdu•,wo sw��ev� muw
Allirl GA 30]]1 OW. o2naoll mprvnM1.o anrap�
aptl��
Td: 4"J44.69a I=—--i-1--n-To
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Fna.4]1. ] 2CI\1
Yr1YNSt..ap.Ca11 I m
Page 3 013
PHILLIPS '
a.a�...... r. P.....m
2.5 Paper Backed Self Furring Diamond Mesh Lath
Asphalt sa(umted Waft buiding paper has been applied to the lath to commi t V
mature.or flow and reduce air militiamen resulting in improved energy
of oency.Easy to install and ideal se a base for atone,ceramic file and
traditional stucce. The paper backing aids in plaster keying and stucco curing.
protecson ofthe sneering during curing and fomes the vertical surface behind
Me Wavier wall cladding(shicm,brick.siding,etc.)that all motsWre W
safely drain out of the wall system. Paper back is available with Flat Diamond
Mash Lath,Self-Faring Dimpled Diamond Mesh Lath and Sell Furring V-
Groove Mean Land.
Product Data and Ordering Information
Material: Hot-dipped galvenned
Pan Number', Pp1-2
Sid — Sheol Pieces Per Bundles 5a.Yds.
.Yd. Sire Bundle Per Pallet Per Bundle
2.5 2T g7' 10 25 500
All Phipps products are made in rile U.SA.
ASTM and Code Standards
Phillips Diamond lath Products meets or exceeds:
• ASTM A053 Standand Speuficamm for Steel Sheet Zm,-Coaled(Galvanized)or Zinc-Iron Alloy-coated(Galvannealed)by
the Hot-Dip Process.
• ASTM C847 Standard SpedOcalbn for Metal Lath
• Federal Specilk aheri UI B-790X Style 1,Grads D,Style 2 which is primed on tl19 paper ler any identification.
SDS and other technical information avisdade at v.v. Phillipsmfg.com.
Lead Credits for Recycled Contend
MR2–The steel end virryl used in Philips Manufacturing Products is 100%recyclable.
MRC–Phillips Manufacturing steel and Nnyl products
ucts have a minimum of:
Total recycled cement:
Postconsumer recycled content: 25%
Pre-consumer recycled content: 5%
Storage
Avoid bending or other damage and store in a dry place protected from moisture.
PHILLIPS
...... .... .. n.......
Diamond Mesh Lath
Product Benefits
Phillips Diamond Mesh Lath is used as a plaster base and
reinforcement on almost all types of wells and callings,over wood or
steel framing.Pat or curved surfaces. Phillips Self-Furring Diamond
Mesh is used ezlensively in sNccc work as plaster reinfordement over
interior masonrywalls as sellas in steel column fimpmofirg. Both
Regular and See-Fusing Diamond Mesh Lath ale widely used as
reinforcement for base coats in ceramic tik work. This versatile
product features many benefits:
• Fabricated from hot-dipped galvanized steel
• Available in both regular and self-fusing
• Used in many applications
Certification Diamond Mesh Lam
Phillips Regular and Self-Furring Diamond Mesh Lath masts or
exceeds ASTM C 847 Standard Specification for Metal Lath'.
Storage
Avoid damage and store in a dry place protected from moisture.
Installation Recommendations
Phillips recommends installation in accordance with applicable ASTM
standards and using prevalent industry standards, Reference materials
include ASTM C 841,Gypsum Association GA-600 and Phillips
Manufaclunng's weoulle(www.ohilimsmta com).
Seitfumng Diamolm Mesh Lam
Made in the USA.
Phillips is proud that all our beads,trims and accessories,including Phillips Regular and Self-Furang Diamond Mesh
Lath are made in the United States of Antennas
Submittal Approvals:
Job Name:
Contractor: Date:
va+w.�dun Fay..�n
V¢r5wn .4l P39i t DI I p�.f�IFO_LOM__
FL41 C Bead & Lath SUBMITTAL DATA
0701 12
DIAMOND EXPANDED METAL LATH
2.5 LBS / SQ. YARD
(GALVANIZED STEEL meeting ASTM C847)
This submittal covers carbon steel hot dip galvanized G-60 finish expanded metal flat diamond lath without
paper backing and is designed to be used as a base for gypsum or Portland cement plaster.
Permissible Variations Per ASTM C847
• Minimum thickness of expanded metal lath: Diamond mesh expanded metal lath -1/e inch
• Nominal sheet dimensions—inches All styles—Length of Sheet:97 inches(min)
All styles—Width of Sheet: 27 inches (min)
• Nominal weights for lath (US)lbs/yd' Flat Diamond Expanded Metal Lath 2.5 Ibs/yd'
• Permissible Variations in inches: Thickness: ± 1/64 inch
Width: ±3/16 inch
Length: -0 + 1 inch
Weight: 3 10%
Packaging and Markings
Metal Lath is packed 10 sheets per bundle and 25 bundles per 1i8. Each lift is marked with the manufacturer's
name. style of lath. and lath weight.
Specification Standards
FLAMCO LATH AND STUCCO ACCESSORIES MEET THE FOLLOWING SPECIFICATIONS:
• ASTM C847—Standard specification for expanded metal lath
• ASTM C1063—Standard specification for installation of lathing and furring to receive interior and
exterior Portland cement based plaster
• ASTM A653—Standard specification for steel sheet.zinc-coated (galvanized)by the hot-dip process
i
For More Information Contact:
Flamco Bead&Lath Inc.
(800)634-3937
-. Jon Whaley
_ (904) 334-8110
jpwhaley@Bamco.com
FLAMCO SUBMITTAL DATA 11 -29-12
Alinrormalim mhi.iral hereinis accurate as Mo-n at me lime.111,11.. Spedlexit ns mak charge and FiAMC0 reserves
the dgm to Gunge productspetif anona eiarml mlice and wiNmt inWON adgalims
FLAMCO BEAD AND LATH
P O BOX 6310 JACKSONVILLE FL 32236 P:904-783-8400 F: 906-783$003
PAPER BACKED DIMPLED SELF-FURRED LATH
2.5 I US / Sgyd WITH GRADE D, STYLE 2,ASPHALT SATURATED PAPER IS
FACTORY APPLIED meeting ASTM C847.
SCOPE
This submittal covers carbon steel hot dip galvanized G-60 finish expanded metal diamond lam and self-
fumed lath,with or without paper backing and designed to be used as a base for gypsum or Portland
cement plaster.
DIMENSIONS,WEIGHTS AND PERMISSIBLE VARIATIONS per ASTM CS47
Minimum thickness of expanded metal lath
1. Self-furred expanded metal lath:she inch
Minimum sheet dimensions-inches
1.All styles-Length of Sheet:97 inches(Minimum)
2.All styles-Width of Sheet:27 inches(Minimum)
Nominal weights of lath(for U.S.)-Ibstyd'FLAMCO Paper Backed and Dimpled Expanded Metal Lath
weighing 2.5 lbs/yd'
The weights listed abo2 are only for the metal lath and do rot take into cansideragon the might o(eie moisture bamer paper
backing it so specified.The weight of the paper adds to the overall weight of the sheet of left.
Permissible Variations-inches
1.Thickness: ±1164 inch
2.Width: ±3116 inch
3.Length:-0+1 inch
4.Weight:± 10%
The weights listed above am only for the mem!lath and do not lake into consideration the weight of the moisture barrier paper
limiting if so specified.The weight of the paper adds to me overall weigh of the sheet of fat.
stucco & Plaster Accessories
ACCESSORY SPECIFICATIONS
1.PRODUCT NAME Ignition Resistance: Rigid virryl is sell S.INSTALLATION
RIGID VINYL extinguishing, and will not Continue to Applkehle Standards:
STUCCO 8 PLASTER support Combustion once flame source ASTM C-1063
WALL AND CEILING ACCESSORIES is removed,therefore d will not Cause a Installation shall be in accordance with
Rigid Vinyl also known as PVC fire to re-start or spread. It offers better ASTM standards and prevalent industry
(Unplasbcized Polyvinyl Chloride) resistance to burning than many other standards and good practices. Vinyl
common building materials. accessories shall be fastened by the use
2. MANUFACTURER Electrical Caeductlulty, Rigid vinyl of mechanical fasteners to the substrate
Vinyl Corp." possesses low electrical conductivity. in straight lines or smooth curves.
8000 N.W.791h Place Thermal Conduaidty. Rigid vinyl is All Butt Joints. intemaCdons, ends and
Miami,Flonda 33166 Warm to the touch and has a very low Corners shaft be Caulked at time o7
Phone:305/477-6464 transmission of heat and cold, and it is msfaila(ron using an a iesommenc caulking.
Fax:305/477-4108 considered an excellent insulator. Consult caolkmg manufacturer or loved
National Watts: Erpansioe on Cenlraclian:Virlyl Corp.' Cap."krspeafic remmmend00%
8001648-4695 wall S ceiling accessories are Lim0ationr Contact Vinyl Corp"' for
Manufactured with perforations in the specific recommendations.
3. PRODUCT DESCRIPTION flanges to allow stucco or plaster to flow
Stucco 8 plaster wall and ceiling thru and anchor to substrate. 6.AVAILABILITY AND COSTS
accessories are manufactured by Vinyl Accessories have hooks in critical areas Vinyl Corp" accessories are generally
Corp', using weatherable grade. lead to assure embedment in stucco or priced lower than equivalent products
tree,virgin vinyl compounds,formulated plaster. These factors, along with the manufactured in galvanized steel. and
and tested for exterior use. fastening of accessories to substrate substantially lower than zinc or
Stucco A Plaster Accessales: Gamer prior to coaling, makes the accessones aluminum. Vinyl Corp'accessories are
Beads, Bullnose Corner Beads, Casing part of the bell chat and therefore will In stock and will usually be shipped
Beads, Bullnose Casing Beads, Control move wish Ras the temperature changes, within 24 hours after receipt of order
Joints,"i Control Joints,Corner Control consequently the coefficient of Accessories are marketed nationwide
Joints, Expansion (Slip)Joints, Channal expansion of rigid vinyl has little or no through distributors and building supply
Reveals, factory fabricated Channel bearing on the installation. dealers,
Reveal Intersections, "F" Channel Bask User.To produce durable straight
Reveals, Soffit Vents, Shadow Reveals, Ines, smooth curvatures. arches, soffit 7.PACKAGING
Vented Shadow Reveals, Dnp Reveals, ventilation: control expansion 275 It, test, double Wall, corrugated
Vented Drip Reveals, Corner Expansion contraction. and protect corners and boxes.
(Slip) Joints. Weep Screeds and other edgo.
miscellaneous vinyl accessories. 8.Warranty Information
Weatherability.,Rigid vini compounds 4.TECHNICAL DATA Available upon request.
used by Vinyl Corp' have been Applicable Standards:
formulated to withstand the elements. ASTM D-1784 and D 4216 cell class Note: All size references we nominal
Physical properties and Color are not 13244C dimensions and subject to normal
adversely affected by exposure to manufacturing tolerances.
ultraviolet(UV)light from the sun.Vinyl All product lengths are 10unless
Corp." accessories do not contain otherwise stated.
plasticizers Which Could migrate to the
surface, and are designed and
manufactured to perform in cold or MATERIAL DATA
warm ckrn ites and in locations where
sudden large temperature changes are MINIMUM PROPERTIES ASTM 00'F 032OF ®72'F
encountered. Tensile Strength,psi D-638 8.100 7,500 5,900
Corrosion Resistance:Vinyl accessories Tensile Modulus,psi D-M 425,000 400.000 360,000
are Impervious to ust, corrosion, Flexural Strength,psi D-790 16,500 14,600 11,200
galvanic corrosion, electrolysis, Flexural Modulus.psi D-790 497,000 470,000 415,000
corrosive coastal areas, and are not Uotl lmpam(ft.lbs An D-256 1.1 1.6 3.4
affected by masonry cement additives,
magnesium oxychloride cements, or MISCELLANEOUS MINIMUM PROPERTIES ASTM 0i
calcium chloride additives.
Solid Calor.Standard color is white. [feet Dislodion Tempealure(°F®264 psi) 0-648160
PaiNAdhesion Pmportks:Excellent,no Coefficient of Linear Thermal Expansion
pnming is required- (ii'F x 1DI) 0-696 345
Oummeler'D'Hardness 78'
Specific Gravity 146
For More Information Cell Toll Free 1-800-648-4695 Or Visit www.vinylcOrp.cam
Casing Beads!Plaster Stops I VinylCorp Page I of 1
Iwma,siwto n mane• w:��s eeme,ea.ms oeaa.I vwsiw s�oo.
Casing Beads I Plaster Stops
Terminate stucco S paster agam a doorsw magas alm disseener matenab
cnuY snare
❑ 6635 Ila' IW
❑ 6636 S0- 1M
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C kelinu•senme u.niomu.nesem mmen cremeamaaiuve.
http://www.vinylcorp.com/products/stucco-plaster/Casing-beads/casing-beads-plaster-stops 9/9@016
Control Joints I Viny[Corp Page I of l
mrv, ,w,.oa eb:,., crvrvrva.wdb corveoi min:
Control Joints
C.,,V10 re5eve wen and..M m.7dlinp ae .,.nI.,g0a,easd wags and re ,. Vinyl Crop s s0efally d ww IA
Cp ..,c5ps ae V.vq b Mpnmenl and M.M1x 9 .s m
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❑ i8b YB- 15
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❑ 1575 1f ]8
❑ 1578 )A- ]0
❑ 151M I' 30
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wMl.CY.s Me.,m,.N1pd..enOSMmr�..l lm.dmbWei.
4.mm11am11n1aneglans
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.mum.ry m..iavq wwngha Wsun,astrwTy.emsiuearl.n.m.awwe�.0 n.rn�.n.eava
http:i1w .vinyleorp.com/products/stucco-planter%control-joints/control-joints 9/9/2016
Comer Beads I VinylCorp Page 1 of I
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Comer Beads
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http://w .vinylcorp.com/products/stucco-plaster/comer-beads/comer-beads 9/92016
BASE COAT STUCCO - PUMP GRADE '
PRODUCT N0. 1139-86 Portland Cement Plastering
' 09 24 00
PRODUCT DESCRIPTION
OUIKRETE` Base Coat SWcco — Pump Grade is a floviable, high workability plaster -_
Dalialarly designed for sorav applications. ���e�se parr
PRODUCT USE
DUIKRETEw Base Coal Blotto-PwnP Grade is a Iter reinforced
Portland cement based stucco.designed to be used as the scratch _
anNor brown oar in a 3-nal stucco appkcalkn.an the 6M oat n a 2-
Coat app tcahon This product contain special additwas which prevent -- -
premature on of mixing water and provide Increased wokaality
51M • Do not apply additional water during applawficn. Proper Miam ing o1
•OU IKRETES Base Coal Stucco-Pump Grade-90 M(36.3 kg)bags base coals and finish Irealmenl wit eliminate the need for additional
and 3000 0(1360 kg)bulk bags Tsui sacks') water.Amid ovedapping hash etuoo over prevwsly dried seas as this
we reaull in a ad of color under lry
CURING
Each•Each ton lb l36.3kg)bag of DUIKRETE®Base Coal Stucco-Pump Provide sufficient moisture to permit Continuous hydration of the
Grade will yield approximately 093 Cu 0123 L)of materialcemenlilnus materials and minimize cracking Mout Cure for 48 hours.
INST� Under normal dominions and coding k accomplished by applying a fine
SURFACE PREPARATION log spray of water twice daily in the morning and evening.Care must be
Installation of wire mesh and budding paper shall be in accordance with exelclsed to avail emsi n damage to plaster surfaces. This procedure
ASTM C926 or local governing bidding toes.Conrad p nils should be should be repealed for severe days following stucco application.Dewing
imialktl to lint sections W m rose Man 744 tte (136 ms), a at a hot and dry conditions, additional precautions may be necessary
helghtTwadih rano d 25:1. including more frequent mistkg,extended cure.a the direction d Demers
to defied sunlight and windNOXI .
Blend x approximately 5.6 uads 5.2 L of wafer r&1 M 3G.3 M b Nom - WIKRETP Finish Coal StucW (01201) can be applied over
y q ( ) ( g)bag. Rase Coal Sluao-Pump Grade In accordance with ASTM
Place the water in the h aer,and then Way,add the OUIKRETE+Base C926 and local building codes
Coal Stuco-Pump Grade, Ma M 2-4 minutes,or until a trowelade
consistency o achieved. Add additional amounts of water if necessary, PRECAUTIONS
do not exceed 65 quads(6.2 L)per 80 pound bag. Oo rot apply when lempereturas are expected to fail below 40 degrees F
APPLICATION (4 degrees C)or an above 100 degrees F(38 degrees C)will a 24
OUIKRETE$Base Coal Stucco-Pump Grade is intended for use over hour partial Protect from freezing for 46 hours. Do hall Use polymeric
code approved metal lath a wild bases such as masonry,cast in place admatures with IM product,as excessive air entrainment may result.
or prei Concrete. Inse stalabon over thesurfaces shall be in WARRAg¢
accordance wild ASTM 0926 and local building odes.OUIKRETE•Base The(UIXREfE®Campania inhart has product b be d ma landpoe q ft Mwn
Coat Sluao- Pump Grade may be applied with a trowel a sprayer used an splen inacw4wxe win die mskucums lxrwn.TM product is rid wmandd
according to typical alta techniques. m Wada rp am purWad or use outer oro tire Weval pair.lar wtxm 4 is
Purchased)
lourd to ela wod.or is hunted to th repMca p or I p and fY
•Mix only as much W IKRETE•Base Coal Slucco as can be applied in I Isvrdwsed)mon m m ddereve.p w me smpprg cmparua apdpn,w round tw
Patlwsepnce m tlw wemd a tlam Wer his wmmry,noece muss 6egxen mine
hoN Variation In water e0dilron will affect talion unilamitY o4 down exprea manned
nde ilMwad is Win,
for ccaptedinlau
d m otlw express warmees conn expressly e.tlunes eaoiliry for smseaueneal
mmyes.
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Ore Swvrieee Ceme
U90 Pie4mant Rd..NE Euae 13011 GA W3r15
(404)63491 W-Fm.(404)a42-1425
Weep Screeds (Unperforated Flange) VinylCorp Page 1 of 1
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Weep Screeds (Unperforated Flange)
Oesgned ro reteve mrnslu[e rmn 5lucco aM atf as a&op Install m tame wnsmu acm wM sW.aM taundauon walls
meet -
ri Yllt'W..P9erwEF lUro.rbnnJ fYny.) � s.mnu+r haau.rru.n aw. twexew fw..xm
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tvr..nr.wm[wro mpg¢w.lservmmen num.a mwueu
http://www.vinytrorp.com/products/stucco-plasttrtweep-screcds/weep-screeds-unperforated... 9/92016
Slob
Product Bulletin
StoPowerwall® Stucco /11�[c T
80103 StoPowerwall'Swuo /yT ♦y ` fj�I
a SlaPowarwwar Slucw ran
ot
YMIC In R'rt ronlrat nn's mixons"
Mleit.oY. Compeaiu' dement.fibers and Ho St
amiaves $IOPOOmwen and
MM Ratio: Mbl ICC AC 11 when romometl wib sem and
StoPuwerwal waow sin- 1"") N• Y1' 7A• ee ICC waxer ar the pbsae.perlams see
gmCCd EMM trablSaM' IrNnl ESR Maximum. yuan. adedwawell'
Slapoweraal a-e gal/ell be./2001be. 3-5 aD-so 3040 27-37 Yea' z323 Stuow is sunedabrusem
2761 am /esslwWashr' rommaaa wall
SMPowerwaN e-89d 180 ba.1180- 3-5 42-Ss 3510 ]0.]) VK 35W conahuddn ehrorpmgeny
2a01ba.12.53u0.) prepne0cw rare arta centrale
SISPavaw8l galIBO bc.1200los. 5 aLLS 30,30 25,35 Yee 1 1807 masonry.wmelalpxeyerbases.
1 Send added at pia me:use washed plasty ssrd in wmomenw With ASTM C 897 Is C 1M.Won MUM W Packaging
Wan and potable. 001b.bag x36 A91-
2 Yield we vary wim appicatian teNnque,aafaw conditlara.auoMreb YamraaN Dom required bbraw.
and Omer wariodes bat MAY exist. Shelf Life
3 Pomand remand in mix complies with ASTM C 150.
a MM canpges wax C 926 mix MO requirements.attestation am other aspects of C 928 sob as Muae 12 months it wdpedy stored am
thickness must be followed for he o"PBaoce. prbieded horn moisture.
5 C Evalwign Service,Inc.Acceptarse Consist W Cemenbllous Exterior Wall Caatmes.Rehr to svaluadon
report lo,delayed mfamaEan an fire reMManw rated assemblies,use on noncombustible type consnuc8m. Storage
wind load resistance,and oMa+ilonnabon on use and Ymtaflom Of proaud. Store off"ground at a it,area.
6.ICC ESR 3529 is a derivative report of CC ESR 2781. Pmtid Iron extrema beat JWF
(3M)I.m sohee.direct tonight
and freed,
t FiMr-rsinbrud ReysN aarkirg,high(Indust shared,
2 Can be Immallead In tlrin Reduces labor colla.wn W.abucluril retirements compared
sectbn3 to convemiand awcco
3 Stucco ConuMrate Faril ywas moil,reduces Mbw costa,smiles use of lacy raw
materials(sand)for LEED credit Stability
Comreti antl masonry suaawa: Wood or metal fnma consirvdbn:
Sdixtries must be absorbent,09Mly sutieed Selfsame or tuned Measured diamond mean metal bN
and tree Of all bond inhi efinp moderate,indutlkle or welded wire or fabric Mtn moat be in wmomands,with
am,Mdwest nce,form oil and other foreign and he instilled in compliance crib fns applicable building
matter. Loose,weak w damaged subshalea wile.
mustberemovedardrepaired. DompenmghlY
absorbent substrates prior to app dMom Of Refer to ASTM C 926 for wmpam dedib do praparat en
stucco, verify bond of SlaPowawa8 Stucco to and rewired establish of surfawa IS receive PonMnd
PMISUIy IMMbxdd Cosh w Concrete masonry. Gaped stucco and rewmmwded cam anottlon pra doeS
s epedfied by design pmfewdwl,at mxmnun smart vothiling yoo o.
28 day alfa of stucco.
Use Dxestrbed amdu lls of dean water and mix of workaW demselasoy.Mix for preactiud number of
washed pleabr Send mertlm ASTM C897 or min Wes a5er a0 mabrbls them the moa.Kap has rat.
ASTM C144 witheaM alb.(38 kg)beg m drmwrsm ham belch to beldr and mix each beam
SroPowarwa0 Stucco.For heal results use sand Wednesday.USE ONLY THE AMOUNT OF WATER
..P" an
ASTM Calif. Am 112 to 2nd O NECESSARY FOR A MARKABLE MR.DO NOT
ad retired water,in O be Samand ons all EXCEED MA%IMUM AMWNT OF MIX WATER. USE
of Sups"a"a"Stueco d a below
etl W"'0 mares OF EXCESS WATER IS DETRIMENTAL TO
mixes.Then add the rest of the Send am PERFORMANCE Avoid re-b WN, Distal.a A
wffident water to adibve a un0om Owl has taken inaial set.
Page 1 of 2
i
sto
Product Bulletin
StoPowerwall® Stucco
Confam to ASTM C M(except. thickness over secant coat as soon as NM first coat is fin,, UARGERI
metal Mil plaster Nx may be 818 Nm(18 mmj Brough to receive iL AltemaiN*,moist Nxndsit swa—se mace, ausery eW
Spplled in two coats,and finish as Oeso iba0 WISM). Nae the first Coal up 10 ere hours and damage.May rause miner.Cauxs
Surface and amaent temperature must be above dampen the snatched surface-IM water "bared apasi reupn nwlugae sip
409F(4"C)and below T00°F(34°C)during kneradialely before applying the second
Pl contra
Stucco.Ap and di r least 24 yours lolloat v rel 01 coat. Level the same surface veil a rod a Awe ladle wt stun ant area Avera
stucco.spiky wins proper Onlay m ound a ora then op edge,fel low xoM winsa amen, peneraenp and bretllit sun. O na
sisinkx steel trowel,and orty,to bound and,clean. Nen damY ant BDat 10 achieve a smroM. W new Good reraekn N dual The use
dry,property prepared,hoal-free Surfaces CONWt even suaace recaplito for finch. to Nevem aaamanwn a Bus The use
Ment manufatlmer for f m d rampmam .an as dean ersed .
egdp spray W p Curti Drying baP rel-vennded. a.Handmi
applications, MOW cele by kgMly fogging the nelalkd open mdoe wan rax Me,..N do
M l PWtar sales:Must be N49Mged in area Inr al Mast aB hours was that abase nal w1.0rM Or smoke Lwnaer
conMmaax with the appfNMe bdkirlg code. takes ramal ret(usually,WINE,IM Ent 1 to a orzmimm ca in,beare mux.
Apply tobacco an two whi made an a undanl total hours all.ihwpwcn).Mot.dry,a windy wan hams..a.1.d.n%N or
INbuxas of ..a lequires more e".m ma0l torw i,
`Jlg Each,(16 harry).by .6,to aw ad rapid derhydlidml Of Sidi First Are ff is
Isoand%moll(19 mm),a beton. Map�tl tin a�
TIB inch(22 mm), Finiahi, pate.a mneore.fa aeahim.Gat
se ennead by spxlgNOori. Refer to appin able A by fill Sort appdcatlorl ID mmpkleky, madras edv,ayanentipn.y you Iew aaarx.
ICC ESR and applicable WMIN code for required dry Beare spplMrg primer or May. Clerk Sun Cont..In care d cede
Ona.num thick.and m".m of fk`k aSSative M pH910 before Imletl'rIp Sto pinta or anomalies,duan sun rade plway d ww..
rated aasambkes.use on rp 1brilble type A.on a wait 28 den for foul cue Oi Mama. RabroMe yrrwnap dddnp am areas,
wnstrudi0n.ant wind lead resistant aakinNMs. Ahemellwty Instar Sto tta Pr Inukryure wan dams base ra-ux.O+a a
2 days eller moist Clad of stuau,dm pars. .ilirnNtwn eexlrpa am
a
ConLnM and Wv0not DO rot apply stony to install Sid flnlah d0x]day age of atmm. Eye 4am Immediate,My is ryes.v
ApplysubstratesNalnaw rotbeen property dunabpre We% an, dower far is Eyea.x
spplyuart W.
StuLm in and Inch
mat tea Claw,Dp Bary toatx.removeuwolayerse
maximum uniam Nidrness d tR MM 113 mml. Clean IDl ant equipment wins water mm.Can ramillual
SaMWOanenrarl immd stany.
immediakty after use.Cured maleyal can ybryan n.n satlo.ea nD rvGT mduw
Installation sly pe removed nnchanically. areacky vaJriy USE. Ldlorcony
Snatch,the first coal horizontally and apply Na boon MIan w�mma.....Hnng q
Immedi rY a conal cedesm
dadalphryaen
Rehr to applicable ICC . Some cocking and eMorea®nce are StenlWxuo
-
• ESR for""tions that may exet wins feelxd to inherent in Portland cement slucco. Cagey a w xpmnae waainer.
Type convection.and other intamabon on use There are rot product dialect, umurea nat mry be remweb any
and IimMtiam . Almays verity bond to the prepared wtlw.DMp W I:
Do mtinalBg StePawawall y49bate,ds Specified by the design Gepae din avG. tlar ant pnvl.tln
• Stuom ova Stucco a�by join in pmfera ne,at memmurn 28 day age of or aednal repralMna.
mnaWLfion Studd. Allard the substrate i6tm KEEPC
Smedh,dense,or nml-absaNent fa IN USE
KEEPO OUT OF
EACH NOT
Install only at eudace and C USE.BEEPOUTC£TREREACH6
ambient -r(s 'Cl. above 40T(e Nk stucco adh liim,instant appmpiaM cONSUMM NOT Fat WDUSTRI
TENNAL
bNpw1C0°F(for cir Moist 24 ilex metalMNpl houter base. 9pBcifwd by CCNSUMFTIaa.fat INDUSTRIAL SIN USE
of Stu Nurea her a at least 2a Ions iMDwirg ret the aeslgn PmkayoN. ONLY,Comdr the Sealy ons SMaI
of stucco WSn am Navymi iii rata turtle
0o not apply to Surfaces ILRED WARRANTY
•
that have nod been properly prapsred. This pmdud is subjea to a anni invie0
Not rewntriende i as a aeon,am'.—x odwneDaee a
mane Iran SIO Cap.
gNal pelting Rely M She SpeoOCNpa Nanny
Do not add arr<ntrekirt, mnWns idamdm onpopnun end
• agent,ao ekent.wakrproofing apere or i ny beeOYyp Dfien Pmd ct
01hW adds iuei to the stucco mix.
Nb Dory. 318 4 8 0103 AlMltlon
SBm CmPCralk Paroa/ Rwasi0n:A2U rno yam' .ems a^`i•"x`
Buldrq 1/0d.S.I. pan'sume
At..GA.331 Va
W nYm
Tie ap.atRleee Baer 'a�wa m
TNFm'.LAKOL2'21-D97 F.,Eastman .—C—Lan—
. rn ser sears
Fa.W as6a119 a^v1 eras wx•vxaanaaaw•.+.a•w..uaxfa°xe pse ninn.n sop xsx m,ame®
www.awoap.com
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St0
Product Bulletin
Sto Primer Smooth (� T
gg9Ql Sro Pdmw Smaolh lt•,n �I' Q
Sb Renar Smodh rs uttN b
IRPpIT IEBTMEMOU tE1TCMIWA RafnfAlR Pmmm9 MGPdb CGlflefe.
masonry plasm EIFS bas
SuAas gaming ASTM E-0, <2 O Sine Spread Paas mst u'dMveB SAatts s and10
<e50 Smoke Devebpetl Paas sppgcefmn aiSro Frmshes arw
Penang Wde Coearpe andaaa ep
g,v Mrne 451emraete mesonrypmMa,
ner
gywlght 87.1 Coverage
we(9l This product gomplles wit,US EPA(w CFR 59)and South Coast ADMD Sb ISmaoli
(RJe 111J)VDC emisaim sbndaka son armiledural maBrNs.VOC ku t2par
4 aWflN5 5 tl alm(11&1 T5 m')S;
W
than 108 glL. .applle ,to B vealb m
.1
7541100 fl'o 10 W m7 per pail
applied etl at] 10 veal mle pw
1 AcryOc•eesed F�ulanl adMeion;Meow finish m01 edlieslon mal.
3 Vapor PemRWM Flows cota"o to hrealho nabrally Coveraget'.iso d anofp
on .connW hchnpue mM
D Wller-0Yed $BgG.mnaosic aeons Up IM111WHBf 9YIIGLa mndhM4
Pmgeges unilgml suMmam Imlw'res Wager reestanm.knlal Mich coat coverage,
ng
e0so'lRon nadoms the mance of O"Not" rwe 5RAW 19
5 Tb d,W same color aa_flnNh Imes finish color undernety 59a1m 11911 Pat,
e Low 400 Safe Sir womem and the enviramwnt Shelf Life
18 months,d pmpady stored ant
saabtl.
Stooge
Rdea Mom m.Neme mat 19
(32°CN,hearing,and dims
Sunlight.
Page 1013
Product Bulletin sto
Sto Primer Smooth
Sob pride and•masonry surfaces:Surfa.s mast tos:onmeda of SyatamSurfs.must M Mme of all WARMNGI
be free of frost,damage,and a1 bond-mhdating bort-inhCUin,mo mils,fend Wing di and
Cannata eye end stn•maim
m daha1s,imduding dal.wmore orn.,form al and lRbrescen.. PM.udonary aNMmem
Wan nape 1r ionae t an
morel he of n made.water or tlamagad mheit al mind an fameoard spited :Walthoab mUl ba tMNy. red.-d eow
maelberemovedruwaMr Melding, dl AwSd m tapatl BM bsMnarsO and, supledlboard N. pMveaprRotwaan w
madaanlce wire bmsang and.!paired.Avad Refier marato ASTM C-MO and gypsumwallboard FI..a—SNMEASURES
appinao.fin IW reSu eurleces.Resurface,petMt mst,din and
bone.Surface mustbB orae of FIRST Mp MEASURES
.Mvel sud0cesbrequtred lderarca aM dust,dlRaM Othwrb.biMikgrg mNentMa. Eye Fear,d nmaeweynaah ay]a
smoothneas with apPropnale St.heeling melmmlmnwes
a. wan Pkwy d ream IowlsMl is IL
FN surfs.voids.Reler to ASTM 61258 and ASTM 2a .Emum]naqume
M1unm9 W ow eFs M]WartrN
Cepari g mnpkM detatls.ley%I s d ttawyadamednngem.Get
preparing cememiegus substrates br.a0rps. SNn CRR nwea derah .
SAin comxl ImmeQMdy roan
slew vim Pw+y a asap wrowte.
Mi.with a clean.maMre!elednc Until and Peddh. im Primer Smoalh IS applied Ala strength(no .is ro.imuaea.+nd.wane,.,
dllubt n). mmanuratee dwmr,am arra
Can meeirat]rearm a mMtien
dawlopa or pwwan
Inlvlatim an,aleE..1.
Apply only to smM and peon,dry,properly CMringOrying Bath ar.d rot mew volt give
,repos,.froetlrae sudace5. Appy Lang brush. Sto Primer SmooU will dry within 4 noon wrier self eel resmmeon or pus onw,
refer or proper spray"dpment in a cenbnu.s romaal.MWons ITBale 12l° ).50%RMby oaee .sees
cdng. Allow to dry before room ll Sao fimshee or mmeowe mwdKm edal wt
ceW
Noueew,H en, Cal. W NOT
coabrgs. wmmglsmevanee with mlBmpttaturaTumirilyend indrerontoicant— gryabanrc
surfaceusNOrls.Pdity uhamrain,Irela featuring,OM prion ward wmm innwdh
ore"Somune: Use Greco mire airless spmyen or continuous N9h IwmAiy ungl.mpMNy dry. Neuro pa�am1Ni,W mwnn wn
U.met,
usag P-1 am a to l tip. unwmoom Pane^
Use starting pmssme of 1900 pM ars actual as mkKI W
Chan Up sy0s
ne.]sety Glaan took arta equipment with water knm ximely Cmeavitn eabola tam.
As a primer_ mean us,forted remained un only Oe removed hadenti waia reqs
Apply at 4-6 will mile per pal. MuO,k cook may mernaniWy.
Deep.of in..an-wIn am.
be r".Del.depemdn9 on sur..coMiUon. awe o fMwY ra9aaona.
Nine p
Aa a block 011th: KEEP CONTAINER CLOSED
Apply at 7-10 wet mia per coat. Bad-refer,andlor 'MIEN NOT IN USE.NEEP OUT
Ntiple Opera may be required for highly porous,
OF FOR
mCHILDREN
rough or inegukr Suna.E. CCNSUMPTIpI.FOR
INDUSTRIAL USE ONLY.Comiff
she Srery owe SMw(SEE)for
U.so Primer Smooth Sm Primer Smooth should (ante,nest,woo y
alle
only when surface and ambkM Ism amboome ere net be.ed on horizontal wafaces unless seams..
above 40T(4-C)dure,application aM dMng protected rim..opnate Sb decond"agar With,Data Stud(SOS)a
coal or aowalW.wwwvwm
.Monc .
panel, m8 UYURED WARRANT
NOInecmmmendedass Sloped wda.a:Refer to Thea P.Lm b-li.to.women
• finishwN. • Sb details. YnlNwaranr,..ct.-
agarce the or ,a Rom No
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aOCwnp CreahP., Raw. A2.0 w�awJw4%aroma
no"14M Seth IN paw'O 15
Alma,GA U331
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Tal. 401-N&4ee6
TWF :14100.E1-Nin ^rr1
Fax:401 MO-3119 \Sv , �1 mm Niece vomo nmu "���~�� �•
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St0
Product Bulletin
Stolie Acrylic Textured Finish JF Up IF4+ /®
90130 Stdd 10 8014]Stolid lU O `
90131 Stall t5 =3 Std8 R30
80132 SUOR 20 80136 Sroa Freearm
80138 SId6 3.0 80175 SidB 75
W141 Stdil Rl5 81130 Siollt 10
StddeM a ready-rraaad.acrylic.
ne➢ORT raa leara p res'cNlEeu reef REsul. DeAH esfe Skele,deeddcamtl
waddruen Srdu"used ass
Surface Sumlrq ASTM E-0 <25 Fame Spread 0 Cecoralrve and prolicava wad
<4w SmMe OeveNPW S watmg ced"Opared val l
Fiew"t, ASTM Od22 4lrerdml band Pace Epnoele.masonry aMplastn
substrates arc In St.Wad
near Vapor ASTM E-96 28 days 37 Claddings.rnctudin9 SlOThemre
Trpwbalmr mww Chi..nd sk,TDerm C abnc
(US penia) A'enr Stdit rs avadated m a
KpIFrFyd A51M G33
20001nua MotlaMarwaBaecb® vblMy OfhadureaaMaggragwe
Vesambdp 4000 yes el2es.SION 4 enhanced 0y the
hannedbace
c1Y Red" AShim
en;,I 2000 a 9no..on scallt to) aWil4'1 te Odeava
5000 mega 6 PolYnrer lecOorobgy dewkapmm
DY SIO fM1af rmpoves IM ccwg
YMbwwa ado ASTM E-313 5000 kous 1.50(0•mclergv: end Nm/dnuflpn l>aeaa
3�ealahsKanena
Wnpa Coverage
FreaeMawRalalwea Ell 101.01 mgam ModWbdmn Mecb®do Slord 1.0:1461658'Per pall
ddb (1315.3nnl
Madaw Fennel ASTM 0.32n W9mMhow8 WPPa1h Ql2 dap SaR 1.5'1261458'par pad
8Ml8pry RaWnrce
ASWF-117 SOO been 50)rie re a8eca® SbR%2.O2d.1S1009'p&pail
YOM pall RMn Fad TTL5558 24hndidengain WwabrpRetrMbn Sall 3A.SSM W per pail
Washeml ca ASTM 6224r 14y, WdWbdwcMtns�26
lava Sld8 R1.5:135160 fl'Wrpall
No onclo (12IRM.0 mq.
A6raabnraMafRa ASRI DABa sza pia nrM tendan9.agneval s1dn R2.9:Ts103fl Ix pail
kwa drum inbgmy@1os> swat
Rb. Shit R3ni
.0:SETS fl'Per Pill
Teres Ad9sba(In') Ew loin W team n the EIFS kdeap, Pep (5.1-7 m').
DaSernnmMalrier"rkad Spsl S10k FmNam40-1WWwpWl
(3T-12.1 m').
AMealon twit esrnllwal none >9a Mcomra. SId8.75:1661908'per pal
(14.WWJ m').
Fin Readne. MME-119 MaaeecrmMmblade"l pssa Saint 1.0 Dark:f 461858'per psi
ofeenon,MedwalaidemD'y (1315.3W).
VOC(gLI Tile predsl cmnpb'+ei US EPA(b CFR59)aM5ooh Coen M (R 1113)
VOC ire.pmtlmda for arta6e[tumlcwMgavOC les:0w 5094.. Coemns"S al vary depending
r. on abdication MtivYQlre and
SIo ORrinnke Enhanced Polymrt Higher reabbince to 6rt Mckup,mildew and algae sodece corcdvri
1 Technology growth',Easter b apply and iekWre
Packaging
2 Vapn ParaHBN NAavrs auDMrow to beanie notabl ,reM6M WMam 59allpi 9L).
rausai by 9aVWd vapor
3 Ready Mizell ReeOy a use,np a0e8iw needed Shell Leh
t2 ntonms,g propefry seaka all
4 Integral Color Leading UMam coal alkali
5 Ma1aWn Resistant Repels wain;reands vend driven roe Storage
6 Wahr4w ell Safe,horttridc;dens up With water Phi l Sam extreme,heal(901F
Meats SoOm Caen AV Quality Management geaict (3TCIreearg.and directora VOC suMght
T L
RequkemenM
Surface Preparation
Concoo.,iMm.Sonry surfaces: VOsl.damage.all al thood,nintabng nodnale.
Surfaces must be clean,dry,and free Of including der excrescence,loon ml and other foreign
N
Product Bulletin StD
Stolit®Textured Finishes
male..Louse or dana9ed material must haremovetl appacalbn dfiniN.For Sldit.TS and S[dil 1 OaA
by Wala-lasllg,sandble9bg or mxhaniwl wire fidshas,lire surface most W primed WIn the Health Preva,basso
brudli era re OAH.hon over in uta. a ��°Ne �atl
rg pared Area a e9 ppmaate Sb primer,tinletl m the same calor as N aW cM1emw'd
malates.and sm ce,reale fth Od 10 t reauirea theG,fideh cod figa cmeIIKBP pooicl.
mleranga elle smo ASTM,-Y18and AST D-4261ing Gypsum fallbears spowa Waaboatlmwl he evercisam WannaMBrg
materials.Rehr to ASTM Pdals as ASTM Dd281 aped amfastenersOmer Wm meritCoofind d. Uslaty PreUamkae
dreomplme delays on mm omen fi,"falling Rabr to ASTM C-89Dera gypsum wall boa rd Eggs dauaare an
SI.Thawriantitinusabslreks la codlings, man ban drw'she,,Win, Surface mum be of Saaisim�ommniew ti.e
SIFSf: m•Ebe mugsal Ibe free
0 all Finish Systeme Solace, ata dearbondnhi a,wmaeSto gduvarerec rang eC.
(EIFS):Surface meal be Vea d all med iilipas ma pretax
must be peirlatl Wlh appnapnate Slo c a^O`a<ynamnwa
serials.Sts rsingrands e mbppaim'ad Swpour igus Primer. cm" N
substrates using the apaoDnam Sb primer prigb SKIN ON
maid rh Wasn aro
EVE CY mill amp lugwaW.
fYan CONTnCT..
Mix wimackan,russen aiecmayna ended 0 a. walebitoavid9adne,findwides amount i10i16-N(Wacalm lar
Asmall amounldtlean mac mayhaaldedbetl needed to echieveiha finish laxluaa. 1615ma•la aha cpm<ta
RESPIRATORY RA
RESPIRATORY
Apply only b agmaki and r,Idan,tlry,properly aeparetl, O Cub.does Pl nao-n,STOP-caY FACBLE ars RmmW
Iron Fraddacas. deasysSom a�baatletand Kranar
Steal F pp am:Apply wM a clean,,tante,,sea rmm¢mitqua E substrates,t.App y oam,purine 1 eJ4 aq cnayan a
bowel. Or Ausl tied Mickness varies rte ADPIY toeing Ina HYGIENE
pmdirg On the amenuowappaalan,always wakag cold a'ABI HYGIEI.£"Wesahands
use
patle Man
TKAare syed,(maximumiay besa a edges aMaitecWmlaeak beliminate,t be j0 xrussobeayamr ua WM
more men 3a5-f68 minim.Tuanrg may be achieved Mirror shade valabaw may o¢ur Boni batch m SpIks befcre rs•w.
Naby mes an spedmanan 1,orpuM Arm) MaVNan to"to bads(resertohaldano.onpaigtide it appling Spllb
mrsore and mntem o L10.(1.8 mm)INkAress to hat xperee hateM. Sae-by-staa era avgtl apps Vatdn amna b s a 1
AHOthe nMlaenlcda. In AractaMlyhl.Avoid inslaliag new gmdl aGBbenl aneabeM maedi siLlas
up Onix S augh Apply as a dein sWNesa deet to Weamered a aged finish.St.Cap..11 eat be <aw age
Vowel to a raga mdkness aghtly mora man me restorable for shade or cobr mrabw/nam pato, Dispose
hrgest aggragaa ate.Use me tima a to scrape the to batch, mmakan C211sad by application or Papa diaaccatlarve
material down to a uafcon llBcknes ng"Am,man sub to defwencbs,or lading radting from Mh hal gams or a90aal
Iha largest W.'ale site.Achieve Are texture by natural Lawes surlt as wether.Sae Tech -igne Aduacm.
Ib21VIg wile Vows n a fig.agl namon:slalnbss Nur.11694C.041 and 1202-CF lm hbaplul tips waning
sod Vows la SOON(tab sed lexture finishes)and on pevemign of cola pmbamg.Prow inhaled KEEP CONTAINER
plastic Age for SIOU R(Mletl texture finishes). product ham ran.*.. as canbnuses ttQSED WNEN NOT IN
nce
Oaplhd,me wmang time Is up to 20 mining, humlAy unbl compheY dry USE KEEP OUT OF THE
d¢polmag upon meledaamEiml temperatures and CudnyTJrying REACH OF CHILdiEN.
surfacecondshora Slolit Ries Wpm 24 hours aper noteld NOT FOR INTERNAL
Spray:Aptly Stullt WN a handJleN gravity laetl conui5aa(70'F(2M).5D16 RHt Mag CONSUMPTION. ON
DWI,Augtubuste
wnaut veV. se ONLY
othermand ,payer,lexlure spray,romp machine.Or vanes Wm nudker assume nature
sWzell Cawanme W Wahl Safely
otlleraor Sto' M41SprwnislKm Apply an yao c,Wfins.gredprmansom aaBaire eaentletl Oda SMa Mludpan.
Syaemer Sto's M-BSorry surfntd, Apply, Sidneapphodel drying�YneeM Poledipaa. wa aaeryasnuman.
re ensure luY coveregadlhe suture.Spray apDlgsist Clean Up (MSDSIEakNwasnw
is AndatPORTAN"lfor AILWYSSWtl R(nlbflaxlurefmladch Clean ladsaha eauipmenl WIhmeaimmad'IaMy w• awaso com�aI
IMPORTANT:ALWAYS rAecB cams.b toper march. elm use pied materW nn only ha removed
nredlaKirally. IIYITED WARRIWTy
TnN Va<Ilu<1baaM1lerabe
aw1KWl Brim v®znry
• lM SblXaaywlen auaMa&q intent NmpelWaes x9J EC Ibtane b EIFS and arcMe<Me Coaldtlwge Flan Sobtained hear
Nro ha Gw
aeasi(a•C)al100i(bC)dune wanm
waemaeroe 9 dark.Fcnbcpm a.ed FMWbSp SpciRcaem
+Pastbn era EMa9 Pro]. aeael^p emelt pgrPma. W.Fartlde
•
Use SM Dmy Wan asfigeaasanoemempaapaes • SbXaraltl Pl Be vaM PweatlerairPand bbnwmonpaar.
as anewa l-(l(7 )are baso IWF( a )OVYg np®rW.balm,Pads Wwam imnroa wmaa. WMaargaak P-Mr<L
aM4anda as yryYg pada Fro EmKK mansion are • Fa Evemm Insulation and Finish Systema lE'FS),
FINN Syahrm(EIFS).sass ttba Wm a nyhrpa WP Wax eapa Wq a lglawe.aa grad.
d20-Puke.Plsyrpyua 9b iecF NaMrrorb. • $dpml mrfa<a:Faster.SYo tlaaik.
'gm Cap. S155.41g130-81In
SwOCam+Crry Rah' m Nwpb03 nu
MIgo. • AltenNon i...
id
rgSsuar Win Dab:11/tm
Atlam.CdA b331 � b wi un
Tq M, el.aH1 er
F :aa 346-311aad119 �£u a�
W '"Commiamm
C6, WP)�
ays4- mos.
sto
Product Bulletin
Sto ExtraSealTMVF •10' 6
81423 ExtlaSeal"u
Air and Moisture Bonier Component beneath Direct- E
Applletl Stucco
( ,
a Sto ExbaSealla a porthand
PORT M�ET�NOO IESTCRREM TESTRESULTS cementdased an for moisture
RE
barnM romponeny for use
xo
Air Pa."". ASTM E 2178 S 0.004 clmM'®1.57 Pat <O.OD4 cfrNB'®1.57 pat broam h tlirecl is appliedfied by
brown cp915 tt is applied by
(<_0.02 Um'5 @ 75 Pal (<0.021hn'a C 75 Pa) bowN orpump to vertical
Wabor panebMlon ASTM E 514 OCNd are."Sam through- Nowatx penahat'lon above grade t ft and
wal wMer penetration a11ar4 deeded t pe masomy(CMU)wall
hours at water spray May M 3.4 surfaces.
gidur(IM L m'1 and 10[W
(SOD pa)presaue Cowraga
Water Vapor' ASTM E W >5 perms >8 perms M a 9Mm Coat
P... MSInadB 288 rg1(Paam') 455 nW(Paa ray) 668011'(5.5-T4 in?)when
(wat-P) apMlad 1116 to lid inch(1.6-3
Adhesion to CMU AS]M O 4541 >N psi(MS kPa) >100 pal(890 kPa) mm)tNdr.
As a Unatch cwt
Sherr Borth Strength Lab Method >50 pal(345 kPa) >100 poi(890 kPa) 56 W(4a-5.6 mi)wl w,
tippled al%incl(S mm)vidcA
&rdaw BurnNB A91ME8< Seek deavow25 <25
8moks daMoped'.5450 <450 Coverage wtl vary depentlrgm
VOC wit) <30 pIL 0 W .meets EPA and SCAOMD'VM nada; rmeru for mi randwid water,appkcaan
caloaaed adrea'lves and arrbaemural rmiihls. Ndlnque and it.mMillons.
.. ...- -�.--. Ragh or out of plane surfaces
'Wnan applied as an aasemSTM ay wlh AC 926 compliant stucco orpwn coal require miller layers of mmedat
'EPA Emvonmedal Pmlenimn Agenry wMM ad retlu®coverage.
SCAOMD,South Coast Ate Wa1ty Management Deledii
Papkagbrg
Fully adhered sductural air banner Reduces ereMy consumpam,undamaged GY with aM 65 Ns.(29.5 kg)bay.®91,
1 ,elle. stack eMd
BMBLh t
$implibeamixing,applimtion,and Mndkrg .-i,du ier 12 ked, BpropeM 610
2 Cyno not muhlpuryoaa mdtrmame grid Ga C moat.mplard W=bwhen uWd A
Product coats wdh ASTM C 926 mmpitW SNmo Grown
mets 9mraya /0
Highpa build,BMIg and Nwlinp Does not requim Nan CMU merl ural
winsome
a M Store oR axft. in emc,dry o
3arae. PrdM nu n muame Mal 0
cepeMlky, am kvel rough mnvete sa CMU wan surtama A
Mwam.nsk of w0.damage N'utubale and water i90e,id, rdif Nn,dMd
5 Vapor PemwaON enimpmaM In wags g
6 RM Ws Water Pehehedon Malmlzes risk Wander damage to subavale said water
wasge ID Ne Ydebor
Polymer-modlXed ternont based Many Excellent adhesion.screw ed durability and freeze they .,...,,J''
7 nn(ometl product maisM
tae.cornpab W with hqh pH mbernates.restte aE e - �,�Ls
craddg
Feet aced in any and awt plied Red au rate of unfleim and freeze on fo, in wd S W
ndi
e compared N many liquid applied cold vaunter i Same dry,appkmbon for stem mat aM
p.pdata swatch mal n most uses l(.11 n '^.19
e Low VOC Can quality for credo In sustainable design prognms
Surlap Preparatkln Application Heanh Precautlow
$urfa¢a moth be SINCIuraNy vend,tlean aurI.eM AmGNnl bmpeI.w.must be Caw•m ewlYM un'w<wW
dry a damp absorbent.,W0,plied or aGove 4o'F(4°C)dulnq appllmbon am for 24 Mlalllrc-M1ee ufu.Avod bMnug
profiled.And free a1 hostdamage.And aM Mfrs foloaing sal. Apply a mxfmn mat M St. dap.aewa anI dwmnl.n
Page 1 012
stD
Product Bulletin
Sto ExtraSeal"a
bprld�iMlibiing malenals,mdCdirg mw. EsImSeq at ap"ImatgY 1116'm,h(IS mm)b Gc^p^aud^•ruwwwMn
eMaescmvm,pain)Or inner uamge,form 116 inoh(3 mm)Nys,by Wray re Worried BEFORE halm',
N and ober foreign Mager.L^oee m shame gerunds ane acceewnes aro irotanetl. Safety Pracauduns
damped material must b removed by Fm spray applications lnock down'wine a mo hoasA area um°n Usable
wet,JOSE NIOS F•rpored.sand
lg,m apa red or mpen hiol trowel. Trowel eMfidently b achieve a ami y, Na ,NNy apgga am AlG•G-
wfrebaniuranerepaired.DampenNpbly smmMtl wintsonata. . other air winvary wine Fred A'siauravmwMM
IMPORTANT
veer woundth 10 r. substrate non nd in. Tie-in.. ,ail d. FIM AId
IMpared uneusMypond dusty de tomPmmnhantl St. slubeogmlNMavm 1M .1 CfJMd ardor d.alaWNY
preparedwltecesssml..1 Iby .28a skYnmal(rarerto Smghbof.1 So ApplyA'/. wen woremTRush.
u
cpnzhumbn professional,al mirinmm 26 3i8 NM lfF g mm)saalrn coat ol5b EmaSem EYE CONTACT'FUM axroaready
d
day age of assembly. Dy Wray a EewN any doe aper the akM coat is whit Wwrm1a16 mmmn and
dry and firm enough 10 receive the addiddh beat Mnme•q'w°•a
Balkh Me ream IwmmNlY wine a abwm RESPIRATORY PROBtEN6
Bristling Pepow,nwse Panora bafhf
Use appekmamry t gINA(3.6 L)l Wan rake tool. pored dry and apply m ASTM C 926 wm,dNety uN mnNd a mwaf.
water read,Sight w le(29.5 kg)beg G may be
bemgianl pedtend umeM atueea ds and belt in trTO1ses, Wane hN ngimm.m
ENuhredt acted.dmaedibbnad maybe emoNencewimapplloabmmssoon sono u,e.WiMtlWkn0bMmm
le pends g on
bot ler i armU mandms� sump"iumt be rebrfirm
enough
t 8e soon 0a When on ambient IemperaMe and aaahM coat t germ enough nc receive Me bmvn S IY:Cardin n ypOpnNe
men. Add
14to Avob roomed water
mal. Limb tmal..ops,inGad.Is 5b 'en u^°"•C"'M^Y^'•v a°
ream. Md'h l0 2R M Me reRwretl warm ErNe5ea1 and stucco bombe coat.m 5i8.nams �wmawa renin wNer
arm one of$to @WaSeal in a papal (16 mm)maximum.Finish smcm wad sWacn eiapoeal:m iu k amematlwu
6dg Wb bel.Nwe a NMN�gWbnf
type morur mum ane hegin mane.Tan wine smooth
prism and Ms Haired 0 aamtdOr Sb KEEP CO
add wMCNM reeler l0 at Mix for
season2aninm¢ ser w bi matured finish.Rem b ah oat W KEEP USE KEEP OUT OF WEEN
Me,ad
ayhuiNenry. ar br2mnraea pOduG bUOmiM to,properane nriMIralalmtidl. NOT M116EKEEPEht C) THE
Alcor a•i f Bm mdrare kir
learn Fm mbef. REALM OF C ,,VIA! .NOT FOR
.m spar la or 1 ra 1 minul0.Men Mail Drying MERNAL CONSUMPTION.FOR
mMlMle mIN119(a 1-3 number. MB1M81 Mail Glm.l...by
grid, Ulmer ru dry or Esrey Over
USEONLY.CMFMaw
maybe rNempered orce ill UIa fine A6 windy c0atlilinM by IgMty kggbg ea wdau for SaNw Cws asp r ter i on
minutes aim mirb .es am Nemperilg extend Mgonne. of oO dr,coo hone wit whin ..,,...m^°r by uN^g taro
B 3313J9T Ire IunMr MAIN eN•tl•N
aati dm ore 46 an 1 ho dim mBGN acme to dr time. Nm m dry mr,and wN Momism.
mmerul ober Man t Mur m mamul that unMmate dryirg. Proletl from cab and ileenng LBIIiED WMRIUiTY
beconlea top Fmm to appy. Keep mix s such
until mmgmely dry. TN,mcaaa u,Wpaowi ti,
Cg Jb samham Use, ft anempd kmMawugmy Wine pane
Candi separatmy.Use oNydm BmouUG Clean Up oNNMatw.danNM M1rm SN
wdl¢r rte to,Is to, w trig to nob.Use of GSW 1mAa ane e0gpmerll wmh hater Carp.
exmas walerbdelnmMlN to pedamwnu. normsed!mebloso use_ened mamnel unpuy be RaMbSb SpenacaeoM Mmae
reamed meMaeYtary `rm hetes, r aaF-Astir p
NN n.mumB wlNapaaNe
• Use only when wrtme am ambient • Use of excess mere.n the nob un uUM
temperatures me Nerve M•F(e•C)ane aeWN ane low mrelgM development In
me,doing dppliulion and drying pmMnd mrlMnt-based mateMls. Do not
paned. dxuM rec^nmmrMd amount of mu warm.
• Do not Use wan temperature is above • Not ut erded for permanont MPdaupa to
1WF(37.7'C) sesame, Prooed wRb brown"ane finish
• Rapn bas G momma from inundure to wean 90 days.
tired wMigld,wind ane high ' Nm for use below grade.
mmpenmeno.La n caU9e mang In • Not remmlranded 8e A Erse or transpose
Pompe CMMrl1-Mad mahmam. IWIYW super.int,V upper whirred mesapy.1
satedube,of work a=WINIY to Word Or wine EIFS.
Mese Conditions. Some aaFkirg and alkene.are iMbunda
• Oo nol use m sudarm wM standing or i^Pmeand mmerd pa mi These are nM
ghsteninq water. paduct Wind,
Mo Corp. 5166$1423 Attention
MCamp Creek Penney RcwsrcN Numhm A3p M,gAa,
Suer,1 m.SUR m Da. mM F
Atisi W W33 Rrwy
TO aaasxss ••••:•�•••••x
TaF
Fix aW 346-3 119 .e au..m+.ye•.0 n,�u:-�.y.•
mrwuscuu rp.LOrll
Page 2 pf 2
Stucco & Plaster Accessories
V
ACCESSORY SPECIFICATIONS
1.PRODUCT NAME ignition Resistance: Rigid vinyl is sell 5. INSTALLATION
RIGID VINYL extinguishing. and will not continue to Applicable Standards:
STUCCO 8 PLASTER Summit combustion once Name source ASTM C-1063
WALL AND CEILING ACCESSORIES is removed,therefore it will not rause a Installation shall be in accordance with -
Rigid Vinyl also known as PVC fire to re-start or spread. It o0erS better ASTM standards and prevalent industry
(Unplasticizeo Polyvinyl Chloride) resistance to buming than many other standards and good practices. Vinyl
common building materials. accessories Shall be fastened by the use
2.MANUFACTURER Electrical Conductivity: Rigid vinyl of mechanical fasteners to the substrate
Vol Cory' possesses low electrical conductivity. in straight lines or smooth curves. "
BODO N.W 79th Place Thermal ConducliWry: Rigid vinyl is All Buff Joints, abasement,, ends and
Miami.Florida 33156 warm to the touch and has a very low comers shall be caulked at fime of
Phone:305!477-6464 transmission at heat and cold, and it is ingaation using an elastool tauhung
Far:305/4774108 considered an excellent insulator. Covel c&dkmg manufacturer or vmp
National Watts: Expansion and CpMrWfon:Virlyl Corp." Corp.'"for specific rtrommenoaovis
800/6484695 wall & ceiling accessories are Limitations, Contact Vinyl Corpn` for
manufactured with perforations is the specific recommendations.
3.PRODUCT DESCRIPTION fill to allow stucco or plaster to flow
Stucco & plaster wall and ceiling thru and anchor to substrate. 6.AVAILABILITY AND COSTS
accessories are manufactured by Vinyl Accessories have hooks in critical areas Vinyl Corp.` accessories are generally
Corp.", using weatheable grade, two to assure embedment in stucco or paced lower than equivalent products
free.virgin vinyl compounds.formulated plaster. These factors, along with the manufactured in galvanized steel, and
and tested for exterior usefastening of accessories to spending: Substantially lower than Zino or
Stucco B Plaster Amssmias: Corner prior to coning, makes the accessories aluminum. Vinyl Corp' accessories are
Beads, Bullnose Comer Beads, Casing pat of the budding unit and therefore will in stock and cam usually be shipped
Beads, Bullnose Casing Beads. Control move with it a5 the temperature changes. within 24 hours after necelpt of order.
Joints,"F'Cuntrol Joints,Comer Control consequently the coefficient of Accessories are marketed nationwide
Joints, Expansion (Slip)Joints, Channel expansion of rigid vinyl has little or no through distributors and building supply
Reveals, factory fabricated Channel real on the installation. dealers.
Reveal Intersections, "F" Channel Bull User.To produce durable straight
Reveals, Soffit Vents, Shadow Reveals, lines, smooth curvatures, arches, soffit 7.PACKAGING
Vented Shadow Reveals, Drip Reveals, ventilating control expansion 275 Ib, lest, double wall, corrugated
Vented Orip Reveals, Comer Expansion contraction, and protect corners and boxes.
(Slip) Joints. Weep Screeds and other edges.
miscellaneous vinyl accessories. S.Warranty Information
Wulheabiiity.,Rigid vinyl compounds 4.TECHNICAL DATA Available upon request.
used by Vinyl Corp.` have been Applkeble Standards:
formulated to withstand the elements. ASTM D-1784 and D 4216 cell cass Note: All size references are nominal
Physical propenes and color are not 13244C dimensions and subject to normal
adversely affected by exposure to manufacturing tolerances.
Shal okt(UV)light from the Sun.Vinyl All product lengths are 10unless
Corp.' accessories do not contain otherwise sated,
plasticizers which could migrate to the
surface. and are designed and
manufactured to perform in trod or MATERIAL BATA
warm chiral and in locations where
sudden large temperature changes as MINIMUM PROPERTIES ASTM OD-F 0320F 4872-F
encountered. Tensile Strength,psi D-638 8,100 7,500 5.900
Canasta Resisbm:Wmll accessories Tensile Modulus,psi D-638 425,000 400.000 36DOD0
as impervious to rust, corrosion. Flexural Strength,psi D-790 16.500 14,600 11,200
galvanic corrosion, electrolysis, Flexural Modulus,psi D-790 497,000 47D,000 415,000
corrosive coastal areas, and are not trod lmpacrytt:Ihs lnJ D-256 1.1 1.6 3.9
affected by masonry cement additas,
magnesium oxychloride cements, or MISCELLANEOUS MINIMUM PROPERTIES ASTM QI
calcium chloride additives.
Solid Cole,Standard color is white. Heal Oistoell Temperatureff®264 psi) D-648160
Paint Adhesion Prophesies:Excellent,no Coefficient of Linear Thermal Expansion
miming is required. (intro.•F x 10-') D-696 345
Corporal Hardness 78'
Specific Gravity 146
For More Inimmtlkn tall Tall Free 1-sea-6I&ea5 or Vult wwn.wnykorp.com
Casing Beads Plaster Stops I VinylCorp Page I of 1
rM,re flhtto b Ponce, Cav,p Beaes,Lavg BeeES,VOsler Siaps
Casing Beads/Plaster Stops "t
i ylmplale sIUCCU 8 plasLLY agamSl OCOrs wIMb.K aIM assimilar matenals
❑ aG'!5 IN' IN
s a ❑ BNa Y9' 100
s e� ❑ ba50 1? 100
s
Oa �� ❑ S65B Sa' IJN'SSPVM RN>Nae O.nP 100
r .15 W ]5
�. a5ia 1A' 75
❑ WIN 1' 75
Caine e.Kv-ia�vele anugl WSiw Awm,ev..wMem nJmavmxv mnmvh
CN Yinixnenvn ha F^a M..m vmna Hume q n.lYiWn
http://w .vinylcorp.wm/prodwts/stucco-plaster/casing-beads/casing-beads-plaster-stops 9/92016
Control Joints VinylCoTp Page 1 of I
Control Joints
Oesgned to relieve stress eM...t in Cpntrdlrtg cr p ,n,m, w,areas of walls aN ceilings Vinyl Corp a apeoally d Ilsd
ConnWo,Clips are w.WW for avBnmenl and pace W sealants
I cenwlJanu
f mmn..nu. pnum v.. .,m�M
❑ 15]a YC ]S
❑ 1650 III a3
❑ lw W ap
."Seigsltli.Verrlaril.66.nY.
❑ 13)5 YP Sa
❑ 16)S )la' M
❑ 150] 1. 10
<mma amtl-p..atlan,.m....w wmarr mwa.a..w,n ml.e..warw war.am�o:.wmr)M+r�mra,mm.Cq..epo.rba m,+.m=•«.w mmr.
uWu fw1 J imwwma bmlmHr Mr anawmn w.me or�mWEm
Conl,oi luno lnreoacLoni
NOTE:Parts are sePMW for&O-oon pumas¢poly -- —--
Pieceb 01st Le LMed al We of I"Swmon
rg1wim
ammlrea.rrmabm-o.rvtle bm.mvw mamwbmmwe w+.e•mv.mrm a.wmaa.aw s�rparp.ec.mm,.,clnwa..�e.e a+w..+.m b
c.am.,wm..m..tl.rime.mrmemm..m m.amwrm.
rare.ca..n.nw wmlwwa.a mn sc avm m.v.Mcwe^m.ai acmw»tl i.tlnnvw wwbmm.w.a.a m..a.eaarmao.n ua.p u.uw®..awe m
r.[.iwwu.vV.w,.rW..LL.mm I.[rM1MMmmWrsoY VM.V+r.mWCtwMb NruJ4eM.
http://w .vinylcorp.conilproducts/stucco-plaster/controljoints/controljoints 9/9/2016
Comer Beads VinylCorp Page I of 1
rx,me Sivac.t omae..Naini wms Canm B+ms
Corner Beads
Des9^eC IB pronee seai9nl mslpoel,tlent+evsWnl rummers
elan . e.e mr �.w
❑ el lr.r.p.lal •Mr z.l?:tl?prbaW pepu n
® 1 ❑ etleW em 2W.2. .pilwe Ae o
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a cmc W-nee.r.uam ao-.r cm�r W Mmre/ape orrrY.nrn aYrr rmrerWee.
/IAIRZ euemme e,vor ixnwr GrM O.mMwn M1aw W.
❑ /1/(P.0 V,m Mry SVCtI-1?.WtirrCYWe 50
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GM Can+r ere-,Wvw rmm viwYr%Cwra BYK ux.nne emaeYVE4 unn:a iquay.
Fl%%a Y]%% emm.a v.vm.e rvmue. e....0 u.mn�we Yem�
❑ /IR%IT.4,8'.1P1 PNY 1-1?%41?,pMgleleObyM !B
11)0(
II%%ramwW_B0m'r%YCmrW MNr�w NN,ne,naau
http://w .vinyleorp.com/products/stucco-plaster/wmer-beads/comer-beads 9119.12016
i
'Weep Screeds(Unperforated Flange)I VinylCorp Page I of t
"— S'.."4W Wcep Svcees WeM SveMslUq.M1va4Y Fyrgel
Weep Screeds (Unperforated Flange)
Oes,net,IV seYNe molaWre hwn ssucW aM ad as a stop In&all M home COnsWclgn wM/e Slucfv an0 fWMMgn waxs
meet
1 Y YN x5.e.ae lV,p rbreW Flnq.l a ,umu� aenr.
w,m,w.l
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hnp://www.vinylcorp.conVproducts/stucco-plaster/weep-wreedstweep-screeds-unperforated... 9/9/2016
BASE COAT STUCCO - PUMP GRADE
PRODUCT No. 1139-86 Portland Comment Plaatedng
092400
PRODUCT DESCRIPTION
WIKRETE' Base Coat Sllxco - Pump Grade is a flowa6le, high viorkabiliy plaster •:
lyeniculady desianed for SDW aDDkcallons. •y+"e s:.
Y`r
PRODUCT USE
OUIKRETEe Base Coat Stucco-Pump Grade Y a Cow Sidi
Parflard cemiew based slmco designed to W used as the scratch
ardor brown coat in a 3-coat stucco application,or the firs)coal in a 2
coal application.Thy product contains special additives which We"M --
wamalure tss of mixing water and pmNde increased workability
• Do tar apply atldgional water tlumg application. Proper wishing of
OUIKRETES Base Coat Stucco-Pump Grade 80 to(36.3 kg)bags base roots am finch treatment MI eliminate the need la additional
and 3000 N(1360 kg)bulk bags('exist sacks') water Avod overlapping fresh Stucco over prevwusty dried areas as this
will resell in a lad of color unilomdy,
YffLQ CURING
Each 801b(36.3 kg)bag of Ol11KRETEd9 Base Coal Sturm-Pump Provide sufficient droaWre to permit continuous hydration of he
Grade will req approximately 0 B3 cu It(23 L)of material tendentious malenals am thinness cracking Moist cure for 48 hours.
INSTALLATION Under normal conditions,mors)cuing is accomplished by applying a fine
SURFACE PREPARATION fog spay of water New daily in the naming am eventing.Care must be
Installation of core mesh and owldig paper shall be io armrdaxa with exercised to avoid erasion damage to plaster surfaces This proredure
ASTM C926 or oral gavemng building codes. ConhN Icorons ance h should be repealed for several days 10n0wmg stucco application During
iry
retalled to limit sedons t0 no more than 144 112 (134 cow). or or a hot end dry concent ho ingaddi xtel ed cam or maybe of or ers
heighbo idtn hux of 2.5:1. including more frequent costing,extended cure or the emtlon of corners
to tle8ad sxnighl and wird.
MIXING Note -OUIKRETEe Finish Coal Slumo (111211) can be applied aver
Bleed approximately 55 gwns(5.2 L)of water per 80 to(36.3 kg)bag. OUIKREfEe Base Coat Sluc o-Pump Grade in accordance with ASTM
Place the water in the meet,and then slowly add the OUIKRETP Base C926 aril Mral Willing codes.
Coat Sturm-Pump Grade. Mix W 2-4 minutes,or until a Vawelable
consistency rs amieved. Am Wd4ional amounts of water d necessary. PRECAUTIONS
do not exceed 65 guars(6.2 L)per 80 pound bag. Do nor so*when temperatures are expected to fall below 40 degrees F
APPLICATION I4 degrees a C) rise above 100 degrees F 138 degrees C)wmin a 24
APPLIC
OUIKREATI Base Coal Stucco-Pump Glade Y Intended for use over how period. Protect from beeang for 48 hours Do not use porymem
code approved metal lath a solo bases such as masonry,caM4rvplace amounts with Nis product,as excKave Yr antrnnment may rewN
or pretaw connrde, Inslafalien aver Nese surfaces shall be in WaBBat01
acrordarhm w4h ASTM C926 and ImO Wilding codes.OUIKRETEe Base the DUIKRI Canpx warad M product Y be w mrdawOY oil"whad
Coat Sturm - Pump Grade may he applied with a trowel or sprayer use0«eplwed nacmdwhpeswA tlYkehuYqu nevi.Teprabuclhn«warnante0
according to typical Stacco Iedniquesas suirabe to any Whose a was pNw Nan tie'stress Wmcce lar wnkb a'rs
intended. Lieber,under the warrahry a hued to Ne ieI>aremenl of r6 oixbW!M
• p much OUIKRE7N ease Coat Stumo as on be applied in 1 ywdi h aurae to 4 dine ..«w the ml io c.W cox 00sm.Y wund Ne
Mix only
pwthase ins In Ne earn d a mon undo Na wwraniv +axe must biped no The
hour.Vanahon In water auction well affect color untgnlly oUKRE Companies n wnbng This ungod wara5ry rs rmed and accepted in Ii u
of as we, HpBA wamnhes aN azeeS4y Gcudx, moat, b mided,swal
dwnapes.
Rela-d ww4uibale[ambrM mwwrMYMipYdwa,MSDS end 9Yda syeofeafovt The W KRETTOCpnowhes
Gw Seoawn Centre
290 Fedme Rd..NE.Sues t0patwda,C.a IDaOa
1a01189491m•Fw IaOai
Sib
Product Bulletin
StoPowerwall® Stucco ;, �; a
80103 SIaPxverwaN Sktao � � !'\ � � � Q
�® � F
sePasxwaa•arutto is a
naMrNMM roMMb,olxb of POMand
thicer as at. CompRaneY nlnem•k0a's,an,Memicol
Mia Rmlo: Mia ICC AC 11 etlGnves SboPowetivalls Shoo,
StoP""A Wab,Concon- ikrMaj42�
5:" 7M^ asal lCCeahanwater a the pbsxa,px/pms Ake
Stucco Blend ha[NSand' (min) MESR I sAnlwnal auccoSlaPowawalwSbPowxwMl 4.89N/BO Bs 1200 YM3-5 30-10 2]J] Yes' 2323 Blottorsan 2781 and ne"Wen3al err mnmercl&wan
SbPowerwatl 240 les.(2S)do.R) 3-5 all M 363] Yaa adowncrontwrplcewy
StoPsmannall egall80 bs.1200 p. S 30-10 2535 Yax, 180] pepareJcommmandconcram
mastery drrralalpasfxaases.
1 Sand added at lob site:use washed plainer salts in conformance vAh ASTM C 697 or C its.Water mud be
clean am pdabb. Packaging
2 YieM wB vary wall,appicalbn lechni9ue,surface conditions,substrab variances,hate repubM hantece, W 0.bag,(W kg),
and beat"ah
a"ch's that
may exia.
3 Portia l cerrem In mu may we ASTM C 150. Shell Life
4 Mix complex we C 926 mer raw minemees.mandatim arch whet aspects of C 926 such m ducat 12 meths,6 properly afore,and
Ih mows.most be followed Nr fiA compismi pale mat he nomeare.
5 C Evaluation Services,Inc.Acceptance Gitena ha Cencift us Ektenor Wall CoaEnps.Rafe,to evaluation
repro,for detailed imarmabon on fre ra.m.rine,assemblies,use on renrorntand batype rmslruclbn, Storage
IN load resistance,and other information on use am Imitations of product. State of the grouts in a dry area.
fi.IGC ESR 3529 is a dam eat report of ICO ESR 2]61. Pmlect from mrsom Net 190F
(3YCN,mohlaw,dire slmight
1 Fbanunfuttae Reselsnaciorgl high Is oralstrmgh ad meaning.
2 Can W Inalallid In Min Reduces labor costscan re,ure anckand rexpan mehls wmpmed
.BC9ome to conventional alllVL
3 Stucco concern✓ata Fatllstes mairg,reduces What cwms.erebbs um of local eat
maleaals mi ler LEED nadir elbbBty
Concrete ince masonry sachem: Wood or metal hams coeabucti
Su65hales most be absorbent,slightly scmihed Self-lunng of hare,galvanized diamond mash mets IoM
an,free of all bots-ehelirg materials,inGueirg or welded was or fabric Wh most 0e in comarma ,we
tin,emoreswrce.form of ad oto foreign and ba installed in compl'wex we be applicable bux ell
mater. L0o'e,week Or damaged a4abmeb cdda.
must be remmea am mewma. Dampen highly
absorbent locamley prior to appiceon of Refer to ASTM C 926 for complete retails on Mooradian
cent. Very,bots of StoPowarwMl Sicoco 0, and recurred common of stations to receive Por a d
propedy prepared cones or catrwate,woman, cogent sh cco and recommaMea commuchon pradkes
M Wea9 by dral professional.at minimum wren rotating stucco.
26 day age of stucco.
Use presmbed amount of cdaan water am mix of workable consistency,Mix ler prasmbed romper of
wash,poster sand meeting ASTM C897 or maulers after a8 materals are in he more,Keep oux calm
ASTM Cl.went each 691b.(36 kg)bag of consistent from belts to batch ON cox each batch
SSPowerwall Stucco.For heal amisits use sand separately.USE ONLY THE All OF WATER
compipng with ASTM 0891. Add 1210 W of NECESSARY FOR A WORKPBUE MIX DO NOT
tle reRuired water 112 of he sand.erre one bag E)(CEEO MAXIMUM AMOUNT OF MIX WATER USE
of SloPowemai Seco in a weeds type matter OF EXCESS WATER IS DEfR9aENTAL TO _
max.Tien We Merest of titer sad aM PERFORMANCE. Avao e-smpomiN. Dbrad mmersl
suMaem water h scrams,a uniform that has taken Initial eel.
Page 1 of 2
sto
Product Bulletin
StoPowerwall® Stucco
Common to ASTM C 926(ex" M Jdpem date second coat re soon as m¢first coat is fame Dame.I, ,
melt WM plaster base may de US ugh[16 mm) enough to receive il.Alterrafnn ly,must Namdame. erelwea Cauaea same
C-No, eye
stopped in Iwo mats.am fresh as desuibed III are Me first coat up to A8 flours and dam May;mull aagN me
Surface am ampent temperature most ce amus Murder We smashed sudade with Ovate, repeassau exp�exure 9 m
4TF(ANC)and pelma 1WF(7 'C)dleirg Immmiately before applying Me secant poseedon
applirabm and f,u least 24 Mss Widening ml of coal. Level int slump sudam with a toe to Awad conn wM sen end eyes.Awtl
sprue.Apply will,pods,spay aquipmem or a slaghl etlge,fill bon spots with master. a°� ,smlamen"Imog u-more�
,disease$teel poael.and duly w
to and ant dean. then derby ant neat to ablepoe a smooth, fe nl al.ninseramMflen d mm The use
Myr prodsdY prepared.hose-hee lacem
surc.CoWl even solace families for finch.
of canmessed err nor dMirg ddM1ng
ebwpmenmmwufaaurerior spaylWmp 0 In saimad.Yc 'n-remenamser use
appkCorincatime, W tY g mot n aalwem4uee area Home ave
Musl cure by iti fogging der Imtelkd open orenewaah mewmn uang m
Metal Plaster Reese'.Must be instaled IN area for at least{S Mure after Me alumo est. drink or smoke udndn
conblmmce with the applicable buldkg mde tikes inewil sal(usually wapiti Me Rat 1 to A ...a.,Mae muse
Appy stucco in peo uniform coals 10 a uMbrm total Mum Mer southeast).His.dry,Or windy warn pends Mme easing it.., o,
Malress of weaMte requires more heguted must mge.g.
w anal(16 mm),or wnrg to awb rapid dehydration W aNmo. ,Yamme, It meYmlg n dlfloe,enema
•
%mm 09 mm).Or sirs-to arm sr are kwp a xxx
708 arae,(22 mad), Finishing peapon—done.",temporal.Gal
a6 rq itW by spepflcagmis. ReW IO spWesWa A me fine l ammo spokesman to oompalely meatal wumanemo-r,a spm bel w+ael.
ICC ESR alb ametems passing code for Instead illy pafine applying diems,-flees. CMA San Cim. In spa d vena
.mum 11Y,aness and tmnpdin4nls of fire*eYstiae ion DH.tD bsfma ImtaR,g Slo ores,m mn.aWly lues man wan FaMY of mere,
.led assemblies.use on roncdmMstlble type mush or rr.m 20 days far M1d cue MSNcm. R.doe ManaMae dd.M ant almez.
mosbuUion.ant wind bail Win ers ansamW—. AMmagvely,imbl SIO Hot Prkre minimum spa Wes, if Ym dsullvps end
2 days pRIX mdlat OVR Cf al...than mr es
Cmerem ars Masonry:Do not apply slucco 10 noted Sb finish after y day ape of sNcm. Ela C. bmaC.ssly flush ayes wan
sups"we dot name not been prodsrly prepped. mars,d aso.M Y sea 15 on.e
ADpy sbPderiS oo In b0 if.CORM tea chant Up easy to do n..xNman bme3.,
maximum orfam Midrew of 1R irrh(19 mm). Chan nods and".Want with water sem.Get emoral on.werm sably
moaduiNy after use Cured mammal mn egoism, dwMaaeddo NOTmua
Insullelon drily be arum merhummly. mgwaern dndedudeeme
,mreseelmmernme reeman HeverdivemNIm9IH
Strata,int fiat mat MdroMally and apply Me mash b n uvmwms perm.
Immediate,my a Wam ones w
daeassam .n.
Ref,t0 applimme ICC Some tm.kirg ant elemesm.are Store ImkM w
• ESR f,simulations Mat may.,at win respect to MmreM In Portland mmenl slucco. amte'
CeMu in en aFtxvpeala cmlarar.
Type mnsM1udim,ant otr efmmatien on use TTeae am not pomod depth. Mausaf...me,M2mwee vent
and 4mi.tions a Always early bond to dm prepared wan.disposal,
Do ml bstal S1oPpwserni substrate,as weafiW by th desgn deem,a n amodsnm ori,pm,dun
a Sluom r slums amanuensis"joins in p pusanonb.at mi amuse 29 day age of wbnines reDAaOms.
me
Cm strum. mood, N see sublimate i6 too ,aEEP CONTAINER CLOSED MEN NOT
metal only at sudam am smooth.deme,or nm-apaor0enl t, IN USE.NEEP o OF TIE REACH DF
e amdieM nmpeaMes above 4W F(1•C)cab slut-atlMsian,install appropriate CHILDREN.NOT FOR INTERNAL
bYow 1D0•F(M-C). lymmun thew ore.,lam maser base as specified by CO,ffoWn NJN.FOR INDUSTR.L USE
lemperatwes for,at West 24 Mous following set Me desgn promisionY. . y.Consul,.SYN,DYa shee
ISOSI on apnxgp8re..sur a r
Of s[um0 MYM and seleFy rNernrafwn.
pro est appy 10 abfemer LILVTED WARRANTY
• Met have not been property prepared. Ts comer.wbtaana..mmn kmaee
Not recommerbed is a ser N wua:w be obseareseeof
mYpa It—Ser CwD
Wish making flaMm Se,So."Mr—e
Do nal add eiantmeml, Mims.nMluddn on aMpe.and
agents,amebraws,amoMTlwfihg agents,Or any nandvq dMspmdun
ml,.&RUNT ,ro Me If..mai.
St.MN Cwnp. Sars�010a Non W en[bn
uooC pCreek"oure, R AJ.O
D Iarg,aw marsh 1M Des 4612016 w every
4yerNe GA]U]31
1,a 4Wfa.xaxa
TM Fina I- MI-2]92 smmxm� paid 1.NQ
Fax a04] 3119 w..wonw..onem.....e.�.�+..ow.vwwe.i.e wee•iw..,o,..wave.w—_.memo
wwwemcorD.cdm
page 2 of 2
sto
Product Bulletin T E�d_I�- Q
Sto Primer Smooth .�
805W Slo Pruner SmWN � Q
�9�er�A,an�fl>,
Pr9nm9 Prepared W^are)e.
.twL mawn11=1.EIF$M-
resuemo Wet. wrlacas Pnnla
ower less �yPPyimW Slo Fims)ms antl
ASTM E-9< 25 Flame 5pmad Pass
Surface Bumin9 �
450$moxa Developed Cae9rgs arM as a Wxk-fiWn9
cpnpalY masMryPrmwr
Percent Soflds 45.9
By wlumn Si.1 SwlrimaeSmodk.
BY'a'aBfll an US EIA laB DFR 59)vd Sa0h Doos1 ADMD 115615958(116115 mq Per
VOc(9h) TNa wa0ud wmaaaw pail appW N ab ewet mbpm
(Rub 1113)VOC amrssM Nandatds for arydbtlual W WINY.YOc W. mat td!m')per PW
Man 1098A Tappwat7w awatmlapar
mat
EacePeM aM p SIaM mMaM sb (;ppvyape nuY wrytlePend^P
1 AcMlc-0aead an yplicalmn bpanpue aM
Albwa wastrab b pM na*M wr(ece Qa1d15pIY
1 Vapor Mnroaule $eb.�latic.tlsem W W w9k water
5 YYabr-0eed Improveswebrrearove
bMrltt.MPa mina mal mverpa. PackagkM
Promofaa prytapneu0alMa retluay Cw U+anm of elmresaeWe 5QAW09 L)P44
5 TIMW bbk ImQeeflNsll calor WiNprrnM
Shea L/a
r^y
Sale for wo and dw arYrimnmem +8 mWM ,9 P+W y steed aM
a Low VOC SeaIN.
Storage
lrq bam ey5mne seal l99'l
(3TC)).V. M.aM erect
awllgnt.
Ppe+013
'" to
Product Bulletin
Sto Primer Smooth
Concrete and masonry surfaces:SUMes must ard"amte G Symonds:Solaro..s 0r,flee of MI ..R9 '
be free of non.damage.and a1 band-andies, band-Inhimin9 materials,irolWine dM and Causesq andpm, µ.m mnNan
materials.NGWIr,dart.eflloraeence.form otl aM
nd eMOEG¢KR. Wab NMsryurwougnly star
Mier foreign matter.Lapse or damaged material Gypsum wepboard su liana:Wallboard mail be Mnd N waarpdebrve
mus,M mmoaed by weer Mailing,sandnlastaig or aped and ixteners spoiled soh pint comproad. Mwssrprar,rd.e wri roe,
mechanical wire trusters,and,spared.Avoid Ree,to ASPM C-640 and gypsum waloard IrateaaMen roleamn
applicabon mermegllar surtaren, Redeem.paten marMKNafe waraNrs.Sinless,..at be and of fit9TNDMEASURES
or lerrw sureces to.Wired tolerafm9 and dust.dN and MMr tOnd-NMbXary ministers. Ea COMsa.Inamdas,W.me
smOONress wilt approptale Slo lordship materials. m 7nwi�Emse mum Isco
Fit suNce vols.Ref.to ASTM Da253 and ASTM a bang arae etas by tep¢wang
OdM1 for rampie s delads on midpons of tM syeim.firgws.Get
preparing cetrenMwus niiabnes for Manville. manses as madras anemion
Sen Cmlaa krmeE�wNy sash
µIn weal eerily a nap ark water
Mix wee a dean.nut-flee elecnm drill and pMde. Sto Primer Smoes,is applied M sm"th(rw ro,Is to a nine..alta rwroano
diYben). m,andneed doanq wa atcee.
Ga nMul bn4m d imINM
Applicatiort EpMopsb
InlWkidn We".
nMlb,rtnvwb
Apply only to Sound and bean.ey ProperlY Curing/Drying IrrrN ar.Ir rot beware.pee
prepared,frost-free sudaoee Apply rears,bruit. Ste Primer Smoodo wA dry wilnin 4 hoare order dnfroa man" Com wqw arypen
mater or pope,spray efupm8nl m a comment. normal c0romin,ITII°P(21rC1.6091s RHI. Eyaared I».nd Seek
coating. ides to any before sonlyits,Sip fileares or mvnedae"won doh
Yr e:twaNweE..NOT
cmfinps. -W brow varies PeRnot peabreRaradalyand indru sowers.GXa pty>aenw
sumeerhigorre.%olyMfll bme.fleet ry. and pelem rwaa rn,,ny,aaaY
A�e��awrr o Uu Gaw 1085 man 1 spryer or ynuous hgM1 tuntla7 uMk camplateM dry. e9PaarMire M moult to n
Use a ,egepmvra, "Ma rd! 19 NO iQ. up Use surdrp pressrre.11 90o psi and aai+sl as Clean Up spume or
messary cean,ors and equipment wags water immediately Corer,. 1s,Mabe.1amor a
As a primo: after use.pied maenal tan Cray be removal meed,such as paean rape.
ar
Apply n 4wet co
lips per al. Mue sat
aPs may meo'henkalY_ D,
b or a xcwdwe am bn.
M required,defoomfi g on surface dordRpn. awewrs]ereln Uatian°.
dam"
As a bock new: BEEP CONTAINER CLOSED
Apply at T-to Wel mss pe Cg01. Back-,omrg aredtoe WHEN NOT IN USE mEEP WT
mukiPle Goals may be regaled iW NgNy parous. ei TIE INISI OFCHSDREN.
t w instituter surfaces. NOT PCR INIERIFO
roug a9 MSTRIAL USE
FOR
wSaid, ash re JS Lomm
Mro Sway Dau Share )tor
a Use Sto Prins Smgdn StoPmw SmoMM1 stood ahnmurw ma Way
only whan suds.std ambient to rig en,ums and M be wowed on noncombat suedes unless 5awy pyo Slag ISOSI u
above 40'F(4-C)during ap,hrabon aM dryeg paadM Wein apampnim So daerabve floor Se"',eavayaawp mm
perwd. Coaling of Imam. U O WARMMTy
Not recommended as aSend surfaces.Rafe Teva
a a, daersmme
wawan
• finish Coal. ° SW deals, stated warier Mktk ren be
abamd low of order,film Sw
Com
Astir to Sys,SMorra'—Mmmrt
onaleh anlwmeLm en Wmperuve
sectors.
wktaMng Mmnproo5ra
S166aWW Attention
3 Camp CroµPwkww R.- A20 ewv.rrrw w rr w aim wwrwa.nam.a a..wa a a®aq.w ear
side,lam.Som IID Dae'.Di w�mrmer •o�arww�p�am '"^
AYada.GA ansa, a w Z-4-r�a�
�awuv rrw
Tel 4043463685
TNF. 1dm0.II1-2397 ^n
F wM65 `mor .r..anr.,mi.aa.scar. ma..srrs..n rrmn iia..
wW.Mabarp.COm
-- Page 2 0l 2
StD
Product Bulletin
Stolit® Acrylic Textured Finish ( *wF (1.10" e�/ O'
win$1olE 1.0 00142 StdN R2.0 j5 8 �y /
80t 31 Stole 1.5 00143 Steil R3.D
80132$IOW 2.0 00155S1d9 FrealWm 4n
801359101130 801]5 Sloit.]5 }ti-
=
1Sledt01.5 61130910111.0D LES
Sine d,a reaay+mred,acryk-
IEV T TEST MET>JO TEST CmTEM 1FSr,Ra t. beard Stiod,or Nbenp ISO~
wall Fmbfl 91016 M usaa as a
SptWSBurnm ASTMEd4 <25 Ela.S~ 0 decpffiwa and OrdeGive wap
�450SnWWsebpM 5 p]a1b19 pvarpePyap vWlrcd
Ebadb110y F9TmO 4-niMralbed Pea, cooed mesomymdpladhea
sudGMes arta b g,&.T
W44p VaIrW ASM E-96 28daYa J] L]a0aptga,YlGudrrg Mma
T•aaWrrM0e]w3 CbSsknsrm Cbsaic
N S.Parma)) Hex/' SfpW hoWis is avaNaMema
MSWnse /Vrha i 2000. ROONEMw 4 a narislyaraudum9andiaw9we
Ylaatharna 40UUMMona.$fdp is WnWtaea Dy"
cgMaYg Athil 214 20001num 9(10=bmonr�l-Ild aaaxbnd OdlMHs,e]emWkaDb
Ii000hc✓s a bGymwbcnnGoyne She oilmen
by Sa Ihal vnpares Me Gang
YaSowrrs YM4x A4TM Ed13 50w Mua 1.W(O=mcareva an01@n lamafx)n process.
2=baeN 6lWanage
cYerge CNINIO 1
Frsoiaaw R4elabas EW 101.01 So Sivas, otclar pee aM1Fb®90 S1GN 10:14p185 R'pW wit
rycka (1}15.3 mq.
Mlkw and. A'Sh'" 0 Nomomh a 2aeap No9avAh*43eeye SbliI 120-145R•pWpall
(11.1-13Sm•).
BW Spay n«War. ASTM B-t t>
2100hess NeneWerwe6 osaSol
$kM 2.0.iS10D 11•wr wJ
WYtl OMan aaln FeO TTLSSSB 24Dourdririgran Nowlepuwnaaon Sola 3.0:SS]U Ra par pall
(5.1-0.5 al
wanorWbnaa aSTM 0,2247 uNaya MWew+epec6®>-0 Sk R1.5:13&180 V par pad
Sao
112.Su.9 m�.
.wrWnn m'skw A law slips.and NeaOg,d kigp Stl4 R2.0:]9100 R'pW pail
naaf Mnitl9rib®105/ (]-8.313)
OM SWYI R3.0:5S75 W pail
T.rilla Adhesion(M) w"101 Ya No bias inEwEpJ aOiake. Pas
DaKplplaalx mir:..5pi SWWFrse1Wlr4 1WWpa-pW
Mkabn(0al Ai1EW 41 28daya >9DMopiroe (3.T-tz.t 13.1.
SW.75:18 190 R•per pail
(14.9.11]137.
F1s Rar4lana WhAE 119 Ne011 are mnslaue n0rg Pas SWI91.00sk 146165wpbrpw
of usay xse x914 asaml9y (1315.3nl
VOE(9tL) This addle:t[dales x US EPA IQ LEE 59)am Saab Coast AOMO(Ran 1113)
vacewmsan6ads bramNlW:Walcalpa.VOC ba sw509A. Cownws may my dW.WM
on eopicadde kced0oe aro
Ste OP4linke EnMnad Polymer HQ W"Same in sift petua."Idew am algae ars)aw caToW ni.
1 Technology We"in:EaMa'idawly Wdemnn
Packaging
2 Vapor Penna le MMrws suDMrek loputha wLnly,raMeladaden 59dw0(1(E).
causWl by beppea vapor
2
1mobs.
affLife
3 Ranier Mining ReatlyWwe;rgaadtiwneeaea
12 act N probably Styled and
kpra
4 Inl Color Lag urNow e0rodor steed.
5 Me Rasblant Repels wabr:rasp WW driven Tan Whigs
6 Waier-OaMp Safe.nan10xlo;a00M up Wth.1. Mdecl Rpm extreme Da 1911s
] Lxrw VOC Mwb 9oulh CwM Ale Corday MWn9emenl Gavi4leanly^I1 trading,arg darn
RepuFWlkrNs
Concrete and masonry surfaces: fmsL Manage,arta all ber inlaidirg male0a15,
Surfaces must ce clean.dry and free d IrcaWkg dirt,4Morascerce,fomr al am other foreign
Page t d 2
sto
Product Bulletin
Stolit"' Textured Finishes
Surface Preparation count
marled,.Loose or damaged maledal must be removed app/baton of finish.For Steil 75 and Srol.1 o Dark Health praceatia's
by ware(-MasION,sadbasirp or mecnanial wire himself,the surface must 0e prkmall win tae Pbduda.Nnaaad.As
aushng Shia repaired.Avow application over Irregular appropriate SW primer,tlhled W the same color as win any, .I
surfaced.Resurface,patch W level Surfaces W required the finish conium conseuclian mean"
dfemmus am.radhnea wilnn appropriate Sim NNMjN Gypsum wallboard sarfaces:Wallboard must ale emmiee ure`a10A^eAar9
materials.Refer to ASTM 01 and ASTM 04261 hared and fasNlers spotled Nib pin!compound. Sally Pradvid"s
ler complete details ch methods of imposing Ret.to ASTM C-840 and gypsum wallboard Um domain mail
candentharlands sWma Ed.1saates 1.coaWtgS. mahusdureyati tache.Sande,must W fee d SoNY 9aere93laMawn�med0etl a
StoT .Insulation and Flnfeh SphmdM bond dust,dirt and bond Inhibiting materials.aR.CWhemvaM
(EFS):Surface must be free of all b inhi M has Surface made W pnmeU wllh appropnale Ste lleda9 kshassu ly.
".Is.St.recnrrh�dranes Wa,,remenMlWs PH. First AId
substrates usig the appropriate Sb primen pnmr to SHIN CONTACT.Wash W
mgNni.0 map antl w•Yr.
EYECCNiALT.RUM
Ox men a dean,mil-free electric drill and padded. woM1adAty.Lmk Northern of AS W amount xmradraenamli.lar
A with amount of dean wader may be added W ad needed to adrame the finish lexbre. 1415 ram.and caan e
yryacan.
RESPIRATCQY
PRO Jas Ramie
Apply Only to sound all clean,dry,prOWY papered, If rear does has match.STOPcdI your SW aaw:ed dame"b pep M
host-bee suHeces. represeetsfiva.For and resulbs ahvays pima m ehmayamwnscta
Stolt Ffa.orm:Apply win a clean.Mantra steel cem.hlRous substrates.Apply coaling in a phywcwn.
trial Applicanal thalidess vanes dennamenp on the continuous application,allays woh'ng tom a wet HYGIENE:Wash minds
WPem or fexWre darted,(Maximum lhicnhas rat added or admaclaael break W euarmate cold pints. imrroN "cher ale.Wash
mine Pan YI8'(4 8 mmll.Texturing may a actatme, Minor shade vamaill may occur from OeWh W callwa OMae reuse
by am'wat,spades!letter or Way Knife Marlon undamn billion(refer to battle nocon pail).Avoid installing Spills
texture all mmmum N8'(18 mm)thickness to help separate hatches sldo-byage ad a od!apMinann [dost wa ariabe
prom.e consistent color. in dill sublght,Avoid meaning new fmish adjarenl abwrlam nalnal scall x
All OINar Stents:Apply with a clean Senna steel b waalhered or aged finish SW Cup,wit net be Dk real
mail to a real mskness tightly more Ruth the reapansble for Shade W W.vanaW ficnn each
largest aggregale we Use the Woman to scmW this to aWh,vanaaon quad by application W D.paednaarwdaae
malenal down to a uniform thickness mo greader than sub Crab datkb.:ies,or fading"NANNI hem emitters
saw°,Waal
Pre largest aggregate size.Achieve Rnus bxbre by natural ause,such as weather.See Ted,Hdaro �
eoalm,win lrmwe!an a figure ego moan;slamfess Nos.0694C 082J and 1202-CF ler hall lips W a'.P c"DNTUNEa
sten banana f.S M(pebbba texture find es)all on Weventiorh doctor problems.Pmisoll labkd CLOSED WHEN NOT IN
plains daatld Stofil R(nled texture finishes). pmdud pen rain,he d ng.all continuous high USE.KEEP OUT OF THE
Once applied.thin working lino w up lm 20 miWtas humddy and compbbly dry. RFACHOFCHILOREN.
depending upon material ambient ISmpaeWrea and C"W[frying NOT FOR INTERNAL
sudece cardinnns. Said dries wtmin 24 lours under ramal drymg CONSU4PTm FOR
Spray Apply Stout RAN a hall-Irene amity feetl conditions V7171'Wad).50%RHI Drying 0ne INDUSTRIAL USE ONLY.
rental time Wagner,texture spry Wrap m.lme.IX vara with tempemtu'dhumiddy all surface carnUebasidemdarasnaa
alert appropriate eompmeel sadh as the SleSso cndifi .Tricker features had..emended antl ee�kanwllon.
SYsom a Sto c M-0$pray Pumr.Apply an even a. drfnn9 Yoe all drobction awayl Sakti Das Slaw
W ensure NJ comeage of the surface.Spay application Chen UP ( SCS)is aalaban
is net reFemmrndee ler Staff R(AW MiddlefinWal. Clean lads all eemuutpn.l van wet.immediately .Shore...
IMPORTANT:ALWAYS check odor fo papear match. ab.use Dred malenat an only W removed LIMITED WARIUNTY
medanicaly TNM no duct Y wEIMb a
rnlllan Ynan
.arNry
Rated,cants Wldlm4tae
• some 40-F
0-ManaW.aand amb.a11 ddr,m OBs3 EC(M"nnpn ElFSandMlk•cWm GOatlngm) dWgemSmaCorp.
amresisma e0'Fdyin ast Oelw 1pf/F(]a°C1 Oukg .T'aneaai,m. d names.
imereeaebmartlaxva k,mdm4,,mum,f sums
use Mann omy dying aM0. rewahn9 agenU pgmenb. kxmaeroarare
•
use SMHaDorWFhan wfxe and amdae nanpawums • $blsanouk Wltrw"e Wwsinae.wmad bmarian onProw call
drinm aCo7e 50'1'11PCI arm LYiw EMmaI9°CW. FacE 1.bNu•gmM.Fina lmis.(ERFS a. andnerwYrrg"lnMs ycOu[(
alpkagnas JEW .—shin fi�co sen.lmaaap we • 1'w EeleNx lnWahnawFMnsyalerra fEIFSA
.11rW or' a(EIF$),aeadmbs Mm algauaa M�.e WxJm4 as R&AN.S.&NdA dg�eaw
m1AIXPnaar.Paaa emam she Taeh Hdliroab • Sbped ardaaa.R"MbSbdweiM.
-Bhp Cap. si3 min-at 180 Adantlm
SIX Camp Crash Parkway RemaMNui n3 ..gra ry+qa+•7•+e.a•c^• ^„+^
& load.suss ou Dan.tYXp] •••Tµ�w
Adams.OA WW1
.w�y.x�newM go.w�W mT�
T.. M-N 3650 q spA�� ..oAaw aeF n.ywwm.: ww% all
•�:.r�•w.n+r++• ..�:r s
Fah :1dLV221-RA7 r�t41M{ ,.wmncw7 wro �e
F :all A6]I19 imatadrj i—le
.sbcaP.Com
Papa 2 2