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1 Aherne St - Permit COMM18-0006 CITY OF ATLANTIC BEACH Ss� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 9%' INSPECTION PHONE LINE 247-5814 COMMERCIAL - ALTERATION COMMERCIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: COMM18-0006 Description: lifeguard station renovation Estimated Value: 77900 Issue Date: 4/27/2018 Expiration Date: 10/24/2018 PROPERTY ADDRESS: Address: 1 AHERN ST RE Number: PROPERTY OWNER: Name: CITY OF ATLANTIC BEACH Address: 800 SEMINOLE RD ATLANTIC BEACH, FL 32233-5444 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: E B MORRIS GENERAL CONTRACTORS INC Address: 238 Canal Boulevard Suite 1 PONTE VEDRA BEACH, FL 32082 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Js �� Building Department (To be assigned by the Building Department.) v 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 t r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � -( n S� Department review required Yes No u' Applicant: ZASQia1 &1M(cwls Tree Administrator Project: G,(6( 5Act-�'-D A 46? Public Works Public Utilities Public Safety Fire Service Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONINGe Reviewed by: _�r_ Date: `'t ` 3 V TREE ADMIN. Second Review: roved as revised. Denied. �pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: t d► FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ir Jam' . CITY OF ATLANTIC BEACH Ss1 800 SEMINOLE ROAD ; ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 4/13/2018 Permit#: COMM18-0006 Applicant: E.B. Morris Site Address: 1 Ahern Address: 238 Canal Blvd. Ste 1 Review: 1 Phone: 998-9281 RE#: I I Email: ebm ebmorris c.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 1 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. The project is in a 130 mph wind zone,Wind Exposure Category D, and includes new wood framed walls and roof over the third floor. Please clarify continuous uplift path from existing framing to new roof structure, rafter connection details, and provide uplift and shear calculations for the new configuration of the structure. Please verify wind loads from new walls and roof can be resisted by existing construction. 2. FEMA Technical Bulletin 8-96 calls for corrosion protection of all structural metal connectors, including nails, screws, straps, clips, and hold-downs. Please clarify corrosion resistance of all metal connectors. 3. Plans and specifications show cedar shingles and/or shakes. Current siding is a composite shingle. Please clarify and provide Florida product approval and installation instructions for siding. Please clarify replacement areas and how water-resistant barrier will be applied and lapped over existing. 4. It is possible to apply for and obtain a demolition permit for this project to begin demolition and exploration before the actual permit is issued. The cost is $59.00. Dan Arlington darlinzton6koab.us (904)247-5813 1 Building Permit Application Updated 12/8/17 City of Atlantic Beach J. 800 Seminole Road,Atlantic Beach,FL 32233 Qp'P Ji$ Phone:(904)247-5826 Fax:(904)247-5845 1 Ahern Street,Atlantic Beach,FL 32233 Job Address: Permit Number: Legal Description RE# Valuation of Work(Replacement Cost)$ 77,900.00 Heated/Cooled SF 275 Non-Heated/Cooled 137 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): ommercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes '�J N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Enclose 3rd floor,replace existing windows on 2nd Floor,replace entry door Florida Product Approval# See Product Approval Form attached for multiple products use product approval form Property Owner Information 800 Seminole Road Name: City of Atlantic Beach Address: City Atlantic Beach State L Zip 32233 Phone E-Mail swilliams@coab.us Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: E.B.Morris General Contractors, Inc. Qualifying Agent: Address 238 Canal Blvd,Suite 1 CityPonte Vedra Beach State FL Zip 32082 Office Phone 904-998-9281 Job Site/Contact Number 904-237-9252 State Certification/Registration# CGC57425;CCC57213 E-Mail ebm@ebmorrisgc.com Architect Name&Phone# Ebert Norman Brady Architects 904-241-9997 Engineer's Name&Phone# Atlantic Engineering Services 904-743-4633(Structural) Simes&Rosch,LLC 904-260-3031 (MEP) Workers Compensation Southern Owners Insurance Company 1/1/2019 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATT NEY BEFORE RECORDING YOUR NO ICE OF COMMENCEMENT. (Signature of O er or Agent) (Signature of Contractor) (inclu ng contractor) Sine ark sworn to or affi d) b re ay of S'gned and sworn to(ora firm b fore me this 1 day of b s (Signature of Nota ,,,, (Signature of No aryy TONT GI`t0 SPERG ,•o�'"Y o¢;, LONA A. EBE LIS )Personally Known OR :' '"va;�. 0 24951 'r: `.°-: Notary Public-Stale of Florida :? .* MyCOMMIS O [ ersonally Know [ ]Produced Identification : : - EXPIRES:October 6,2019 [ ]Produced Identifi too .of` My Comm.Expires Jul 4,2018 Type of Identification: a:` EXPIREu ,y PublicUndemitere Type of Identificatio %of Commission�f FF 114137 roof Category/Subcategory Manufacturer Product Description Limitation of Use State# Local E. SHUTTERS 1. Accordion N/A 2. Bahama N/A 3. Storm panels N/A 4. Colonial N/A 5. Roll-up N/A 6. Equipment N/A 7. Other N/A F. STRUCTURAL COMPONENTS 1. Wood connector/anchor N/A 2. Truss plates N/A 3. Engineered lumber N/A 4. Railing N/A 5. Coolers-freezers N/A 6. Concrete admixtures N/A 7. Material N/A 8. Insulation forms N/A 9. Plastics N/A 10. Deck-roof N/A 11. Wall N/A G. SKYLIGHTS 1. Skylight N/A 2. Other N/A Category/Subcategory Manufacturer Product Description Limitation of Use State# Local H.NEW EXTERIOR ENVELOPE PRODUCTS 1. N/A 2. N/A In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indic to the new products and required information. Authorized Project Agent: William Ebert (Contractor or Design Professional) (Print Name) (Signature) Company Name: Ebert Norman Brady Architects Mailing Address: 1361 131h Avenue South, Suite 230 City: Jacksonville Beach State: Florida Zip Code: 32250 Telephone Number: (904) 241-9997 Fax Number: (904) 241-7526 Cell Phone Number: N/A E-mail Address: enbarchitects.com PRODUCT APPROVAL INFORMATION SHEET Project Name: Atlantic Beach Lifeguard Station -Remodeling Project Address: 1 Ahern Street,Atlantic Beach,Florida 32233 As required by Florida Statute 553.842 and Florida Administrative Code 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local A. EXTERIOR DOORS 1. Swinging Corrim Swinging Fiberglass Approved for use in FL14311- Company Door HVHZ: Yes R3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure:N/A Other: See installation instructions for limitations of use 2. Sliding N/A 3. Sectional N/A 4. Roll up N/A 5. Automatic N/A 6. Other N/A B.WINDOWS 1. Single hung N/A 2. Horizontal slider CGI Windows Sliding Aluminum Approved for use in FL12734- Windows HVHZ: Yes R5 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-150 6. Wall louvers N/A 7. Glass block N/A 8. Membrane N/A 9. Greenhouse N/A 10. Synthetic stucco N/A D. ROOFING PRODUCTS 1. Asphalt shingles N/A 2. Underlayments N/A 3. Roofing fasteners N/A 4. Nonstructural metal roof Berridge Standing Seam Metal Approved for use in FL11241- Manufacturing Roof System HVHZ: Yes RS Approved for use outside HVHZ: No Impact Resistant: No Design Pressure: +N/A/- 108.5 Other: Installation shall comply with NOA#17- 0808.04 including System Limitations. F.A.C. Rule 9N- is now Rule 61G20-3. 5. Built-up roofing N/A 6. Modified bitumen N/A 7. Single ply roofing N/A 8. Roofing tiles N/A 9. Roofing insulation N/A 10. Waterproofing N/A 11. Wood shingles/shakes N/A 12. Roofing slate N/A 13. Liquid applied roofing N/A 14. Cement-adhesive coats N/A 15. Roof tile adhesive N/A 16. Spray applied polyurethane I N/A 3. Casement N/A 4. Double hung N/A 5. Fixed CGI Windows Fixed Aluminum Approved for use in FL9063-R7 Windows HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +l 10/-210 6. Awning N/A 7. Pass-through N/A 8. Projected N/A 9. Mullion N/A 10. Wind breaker N/A 12. Dual action N/A Category/Subcategory Manufacturer Product Description Limitation of Use State# Local # C. PANEL WALL 1. Siding 2. Soffits N/A 3. Cement Shingles Fiber cement shingle Approved for use in FL12875- Nichiha wall panels HVHZ: Yes R6 Corporation Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +95/-95 Other: Applicable Design Pressure Ratings are Provided in the Certification/Listing Report. Product Shall be Installed in Accordance with the Conditions Specified Therein. 4. Storefronts N/A 5. Curtain walls N/A PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: City of Atlantic Beach Lifeguard Power Renovation Permit # Project Address' 1 Ahern Street,Atlantic Beach,FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct approval may be obtained at:www.floridabuildin .or . . Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging Tiger Door Exterior Door FL7026 2. Sliding 3. Sectional 4.Roll up 5.Automatic 6. Other B.WINDOW_ S 1. Single hung 2.Horizontal slider Simonton Horizontal Slider FL517917 3. Casement 4.Double hung 5.Fixed Simonton Fixed Window FL228.1 6.Awning Simonton Awning Window FL57.2 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description limitation of Use State# Local# C.PANEL WALL 1. Siding 2. Soffits 3.EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8.Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles 2.Underlayments 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofing 6.Modified bitumen 7. Single ply roofing 8.Roofing tiles _ 9.Roofin insulation 10.Waterproofing 11. Wood shingles/shakes 12.Roofing slate 13.Liquid applied roofing - 14. Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E. SHUTTERS _ 1.Accordion - 2.Bahama 3. Storm panels 4. Colonial 5.Roll-up 6.Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. Concrete admixtures 7.Material - 8. Insulation forms 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other' G. SKYLIGHTS 1. Skylight 2. Other Category/Subcategory Manufacturer Product Description imitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Eric Moms (Contractor Name) (Print Name) na Company Name: E.B.Morris General Contractors,Inc. _ Mailing Address: 238 Canal Blvd,Suite 1 Ponte Vedra Beach City: State: FL Zip Code: 320112 Telephone Number: (904 ) 998-9281 Fax Number: ( 904 ) 998-9584 237-9252 ebm@ebmorrisgc.com Cell Phone Number: ( 904 ) E-mail Address: - RE. REVISIONS: EVLSEp BY DATE MODEL DESIGNATION: Simonton Series 07-20 Vin Impact Fixed Window NO P.E. SEAL REQUIRED N P INSTALLATION SUPPORTED 1 UPDATED NOTES. T.D.D. 04/12/11 MAXIMUM OVERALL NOMINAL SIZE: Single up to 74" x 63" BY AAMA TEST REPORTS 2 UPDATED GLAZING DETAILS PER NEW TESTING, T.D.D. 04/29/11 DESIGN PRESSURE RATING: Positive: 55.0 PSF 3 ADDED MIN.EDGE DIST.NOTE. B.J.S. 06/17/15 Negative: 55'.0 PSF4 ADDED NOTES 11 h 12-AAMA 800 LMH 08/19/16 USABLE CONFIGURATIONS: 0 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness . through which the anchor screw penetrates is a minimum of 0.070". SILICONE CAULK #6 X 1 1/4" MIN. WOOD SCREW WITH 1.00" MIN. V114' 2X BUCK .EMBEDMENTINTO WOOD MIN. EDGE DIST., L� SEE NOTES ON PAGE 2 2" 1 9" 0 C 2" NE CAULK MAX. I—�MAX. (TIP.) MAX.—I �� MAX. SHIM r—————— ———————————————— I I 1 HEAD 2X BUCK SILICONE CAULK D I 3 I 1/4" MAX. SHIM � I I x I I #6 X 1 1/4" MIN. WOOD W I I SCREW WITH 1.00" MIN. EMBEDMENT INTO WOOD LL I I MIN. EDGE DIST., J I I SEE NOTES ON PAGE 2 J SILICONE CAULK o I I x I I a I I Uo X11 JAMB 0 I I - 1 I #6 X 1 1/4" MIN. WOOD _ 1/4" MAX:SHIM I SCREW Z I EMBE M NTiINTO1.0 WOOD SILICONE(CAULK f MIN. EDGE DIST., 2X BUCK I_--------------------- a --J SEE NOTES ON. PAGE 2 SILICONE 0A x CAULK _ 74" MAX. OVERALL FRAME WIDTH NM (@ SILL 1 SILL A IAL: DISCLOSURE R STATEMENT SIMONTON' e D N0517 4' This document Is the property of Simonton Windows,which MS FINISH: Dimensional Tolerances DRAWN BY: DATE: retains oil proprietary and other rights to Its subject matter. Unless Otherwise Soeeified � i u w S This document is provided to the recipient on the expressed LLOY do TEMPER: I Cochrane Avenue T.D.D. 03/21/11 ondltton that it is not to be disclosed, eproduced In whole or ft—b..,WV 26415 CHECKED BY:DATE apart.nor used In conjunction with the design,manufacture or Decimals Angles repair of goods for anyone other than Simonton Windows SCALE: SHEET: APPR D BY:DATE without its consent. This restriction does not limit the X t.03 FIT 1 of 2 SURFACE AREA: recipient's rights to utilize obtained contained N this Xx d:.01 0' 30 min. SERIES: document whits Is properly obtained ham another source. NISH TREATMENT: .XXX t.005 07-20 IMPACT PICTURE(FIXED)WINDOW TITLE. FILE:IN0517 2X BUCK INSTALLATION(AS TESTED) REV. REVISION$: EMSED BY. DATE E MODEL DESIGNATION: Simonton Series 07-20 Vinyl Impact Fixed Window 1 UPDATED NOTES. T.O.D. 04/12/11 MAXIMUM OVERALL NOMINAL SIZE: Single up to 74" x 63" 2 UPDATED GLAZING DETAILS PER NEW TESTING, T.O.D. 04/29/11 DESIGN PRESSURE RATING, Positive: 55.0 PSF 3 ADDED MIN.EDGE DIST.NOTE B.J.S. 16/17/15 Negative: 55.0 PSF 4 ADDED NOTES 11 h 12—AAMA 800 LMH 08/19/16 USABLE CONFIGURATIONS: 0 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". 0.500" GLASS BITE �LGLAZING COMPOUND (PECORA 896 HIS) NOTES: n DM GASKET 1.This installation has been evaluated for use in locations adhering to the Florida Building Code and where design pressure EXTERIORrequirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design /B" ANNEALED 0.105" PVB (SOLUTIA) pressure ratings listed herein. a 1/8" ANNEALED 2.All exterior perimeter surfaces of the window must be caulked.Interior caulking is optional unless noted otherwise. 3.Anchors shall be specified and spaced as shown.Anchor embedment into base material shall be beyond wall dressing or stucco and a d `AIR SPACE into wood. 1/8" TEMPERED 4.Wood bucks(by others)must be engineered and anchored properly to transfer loads to the structure. 5.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with the architect,building owner,or contractor. 6.Shims are optional.Max,shim stack is 1/4". INTERIOR RESISTANT GLASS G1" INSULATED LAZINGLLLIMPACTED DETAIL PVB) 7.Installation screws must be a minimum of 1/2"from the edge of the wood. 8.When used in areas requiring impact protection,this product DOES NOT REQUIRE the use of impact resistant shutters or other external protection. 9.Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. 10.Glazing shall comply with ASTM E 1300-04. 11.Use 100%pure silicone caulk compliant with AAMA 600 Section 1-Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk,damaged wood,wood fibers,grease,oil,dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required. Cleaning of all surfaces should be done the same day of which the silicone caulk is to applied.For more details visit Simonton.com. 12.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints>3/4"deep and/or wider than 1/4". Finished caulk joint should be a minimum of 3/8"deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be forced into joint or compressed to assure full contact on both surfaces and to expel any air pockets. MA IA• SIZ A G 11 RE. DISCLOSURE STATEMENT RMS FINISH: /,SIMONTON* B IN0517 4 This document is the property of Simonton Windows,which Dimensional Toleronces w 7 w o u w• s DRAWN 8Y: DATE: tains all proprietary and other rights to its subject matter. Unless Otherwise Soeciried T.D.D. 03/27/11 ALLOY h TEMPER: This document is provided to the recipient on the expressed I Cochrena Avenue CHECKED BY:DATE: condition that It is not to be disclosed,reproduced In whole or Pennsbum.WV 26415 part.nor used in conjunction with the design,manufacture or Decimgls Angles repair of goods for anyone other than Simonton Windows - SCALE: SHEET: APPR D BY:DATE: without its consent. This restriction does not limit the uRFACE AREA: x t.03 FIT 2 of 2 recipients right.to utilize Information contained In this XX t 01 0' 30 min. RIES: document which Is properly obtained from another source. ,XXX t .01 07-20 IMPACT PICTURE(FIXED)WINDOW NISH TREATMENT: TITLE FILE:IN0517 NOTES&GLAZING DETAILS � IM REV. a' REVISIONS:_ .REVISED BY DATE DAT MODEL DESIGNATION, Simonton Awning Series 08-20 VinylNO P.E. SEAL REQUIRED Impact Window 1 UPDATED ANCHORS PER NEW TESTING. T.D.D. 05/11/11 MAXIMUM OVERALL NOMINAL SIZE: Single up to 53" x 26" INSTALLATION SUPPORTED BY AAMA TEST REPORTS 2 UPDATED ANCHORS PER TESTING. T.D.D. 09/19/11 DESIGN PRESSURE RATING: Positive: 55.0 PSF 3 ADDED NOTE 10, T.D.D. 01/09/12 Negative: 55.0 PSF USABLE CONFIGURATIONS: X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness SILICONE CAULK through which the anchor screw penetrates is a minimum of 0.070". 1/8" X 1 1/2" MIN. ROOFING NAIL WITH 1" MIN.J2X BUCK EMBEDMENT INTO WOOD, 3/8" MIN. FROM WOOD EDGE 1/4" MAX. SHIM #8 X 2 1/2" WOOD (2) #8 X 2 1/2" WOOD SCREW THROUGH EACH HOLE OF IMPACT SNUBBER SCREWS AT EACH IMPACT SNUBBER 1 �1\ HEAD 2"�� I— — —r MAX. vP. 1 2" 1 4X SCALE ----------------------------- -I I —r (1) #8 X 3" WOOD #8 X 2 1/2" WOOD SCREW SCREW THROUGH EACH 2X BUCK TIE BAR GUIDE THROUGH SECOND AND FOURTH a I 1/4" MAX. SHIM I HOLES OF HINGE TRACK (BOTH JAMBS) o #8 X 2 1/2" WOOD SCREW THROUGH I 1 8 X 3" WOOD SCREW I X SECOND AND FOURTH HOLES OF W W w I 1 ( ) # I rO HINGE TRACK (BOTH JAMBS) o THROUGH EACH TIE BAR 0 I 3 GUIDE (BOTH JAMBS) I 1/8" X 1 1/2" MIN. ROOFING M I j NAIL WITH 1" MIN. I I EMBEDMENT INTO WOOD, N 1 1 3/8" MIN. FROM WOOD EDGE 3" � 3^ 2 � SILICONE CAULK N 1 JAMB L------------------ — — -------------- ---� , 1/B" X 1 1/2" MIN. ROOFING 1/4" MAX. SHIM 4X SCALE NAIL WITH 1" MIN. 2X BUCK a EMBEDMENT INTO WOOD, 53" MAX. OVERALL FRAME WIDTH _ 3/8" MIN. FROM WOOD EDGE SILICONE CAULK 4 #8 X 2 1/2" MIN. WOOD ' SCREW WITH 1.50" MIN. EMBEDMENT INTO WOOD d1 SILL 4X SCALE /� �O I. MATERIAL- :DRA ND.: RE. DISCLOSURE SIMONTOI INO519 3 This document et the property rights to It Windows,which RMS FINISH: less Other Tolerances DRAM BY: DATE: retains oil proprietary and other rights to Its subject matter. Unless Otherwise Soecifed I r u ° s j: T.D.D. 04/12/11 This document Is provided to the recipient on the expressed ALLOY&TEMPER: - I Cuchnne Avenue CHECKED BY:UAJE: art.no that it(s not to be disclwith the reproduced f whole or Pennsboro,W V 26415 _ part.nor used In conjunction with the design•manufacture or I Decimals Angles repair of goods far an ne other than Simonton Windows SCALE: HEET: APPRVO BY: DATE: without Its consent. This restriction does not limit the X f 03 FIT 1 of 2 recipient's rights to utilize Information contained'In this SURFACE AREA: SERIES: document which Is properly obtained from another source, %X t 01 D' 30 min. 08-20 AWNING IMPACT WANDOW FlNISry TREATMENT; .X%X f.005 - FILE:IN0519 TI- : 2X BUCK INSTALLATION!(AS TESTED) Re. REVISIONS: REVISED BY DATE: MODEL DESIGNATION: Simonton Awning Series OB-20 Vinyl Impact Window 1 UPDATED ANCHORS PER NEW TESTING. T.D.D. 05/11/11 MAXIMUM OVERALL NOMINAL SIZE: Single up to 53" x 26" 2 UPDATED ANCHORS PER TESTING. I T.D.D. 09/19/11 DESIGN PRESSURE RATING: Positive: 55.0 PSF 3 ADDED NOTE to. T.D.D. o1/09/12 Negative: 55.0 PSF USABLE CONFlGURATIONS: X GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness through which the anchor screw penetrates is a minimum of 0.070". NOTES: 1. This installation has been evaluated for use in locations adhering to the Florida Building Code and where design pressure requirements as determined'by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings listed herein. 2. All exterior perimeter surfaces of the window must be caulked: Interior coluking is optional unless noted otherwise. 3. Anchors shall be specified and spaced as shown. Anchor,embedment into base material shall be beyond wall dressing or stucco and into wood. SPACER ' 4. Wood bucks (by others) must be engineered and anchored properly to transfer EXTERIOR loads to the structure. 1/8" TEMPERED 5. The responsibility for selection of Simonton products to meet any applicable local laws, building codes, ordinances, or other safety requirements rests solely with a� AIR SPACE the architect, building owner, or contractor. 1/8" ANNEALED 6. Shims are optional. Max, shim stack is 1/4". OOOLZ 7. Screws must be a minimum of 3/4", from the edge of the wood. L7 090" PVN (SOLUTIA) 8. When used in areas requiring impact protection, this product DOES NOT REQUIRE the use of impact resistant shutters or other external protection. a �Q 1/8" ANNEALED 9. Flashing should be applied using the ASTM E 2112 methodology appropriate for the opening into which the window is being installed. =OD GLAZING COMPOUND (PECORA 896—HIS) 10. This product complies with ASTM E 1300-04. 0.500" GLASS BITE INTERIOR 1" INSULATED TEMPERED ANNEALED IMPACT GLASS WITH 0.090" PVB INTERLAYER i DISCLOSURE STATEMENT B• RAWN G N R3 This document is the property of Simonton windows,which MS FINISH: Dimensional Tolerances SIMON TON DRAM 9I DATE: retains all proprietary and other rights to Its subject matter, Unless Otherwise Specified w I N o n w s ' This document Is provided to the recipient on the i Cachmne Avenue ' T.D.D. 04/12/11 ondip p expressed ALLOY& PER: art.no that it Is not to be with ted,reproduced f hole or CHECIcm er.GATE: part,nor used dconjunctionfoyore with the design.manufacture or PennsMm.WV 26415 I repair of goods for anyone other than Simonton Windows I Decimals Angles pO 9 y°, SCALE: HE2 APPRVD BY:DATE: without its consent. This restriction does not contained in the RFACE AREA: I .X t.03 FIT 2 of 2 racment's rights to utilize Information anothe in this XX t.01 0- 30 min. S IES document which Is properly obtained from another source. .XXX d:.005 08-20 AWNING IMPACT WINDOW NISH TREATMENT: TITLE FILE:11,10519NOTES&GLAZINGiDETAiLS i ,��i�rFRE <ryi�iZ REV. REVISIONS: REVISED BY DATE MODEL DESIGNATION: Simonton Impact Resistant Horizontal Slider Series 42-19 Vinyl Window ,S%:%F,p" Fys�✓'P 1, LUCAS 3A 7TURNER,'P,E. 1 ADDED IX INSTALLATION LAT. 01/31/15 MAXIMUM OVERALL NOMINAL SIZE: Single up to 60" x 52" Zi.. +stn' FL PE # s8201 2 ADDED TEMPERED OPTION LMH 03/03/16 ' �vZ No 5820 %0-11' FL ENGINEERING & DESIGN PRESSORE RATING: Positive: 50.0 PSF Lucas A.Turner -ie: ;*= CONSULTING, INC. Negative: 50.0 PSF 2016-03-07Oi * ?fit (COA y,29779) 22220500. �+�5 STATE CSS ,"t[i 1239 JABARA AVE. : - : USABLE CONFIGURATIONS, XX .p fu NORTH PORT, FL 34288 GENERAL DESCRIPTION: The head, sill, and side jambs are extruded PVC. The wall thickness i �QR1Q� `. PH. 941-380-1574 through which the anchor screw penetrates is a minimum of 0.070". rS110NQy I INSTALLATION 0WITH R_ D-' 20 MIN.EMBEE 1 2 W(- E r,W MAX. g" D.C. 2^ SEE TBLS w ASOO GLAZING COMPOUND PECORA 896-HIS A1 r MAX. TYP. MAX. SILICONE I IC LK GLASS BITE 1/8" ANNEALED r---------- -- --------- --, 0.060" SOLUTIA PVB 1/8" ANNEALED I X ILICONE CAULK AIR SPACE N /4"MAX. SHIMJ(6 X 1 1/4"MIN. 1/8" ANNEALED or TEMPERED WOOD SCREW, TYR. I INTERCEPT STEEL SPACER.SYSTEM FLANGE TO BUCK I SINGLE BUM SEAL 0 7/8" INSULATED ANNEALED/TEMPERED IMPACT GLASS 1 m HEAD WITH 0.060" PVB INTERLAYER a I � 1 o I i MIN. EDGE SUBSTRATE DIST., SEE < I I INTERIOR BY OTHERS ^ irT� J TBL 1, I I ^ ( / ETALLASILICONE CAULK i/4",MAX. o F FAST SHIM ZQ� ��TTAB1/4"MAX. SHIM SILICONE N ` E CAULK i 1 I N a SILICONE CAULK QINTERIOR I I 7 -------- -------------------� I MIN. EMBED., SUBSTRATE BY OTHERS d SEE THL 1 INSTALLATION FASTENERMAX. OVERALL FRAME WIDTH SEE TABLE 1 NE CAULK SILL B 1 MATERIAL, - :DRAWN.NO.: - REV. DISC oa R STATEMENT B IN0545 2 TABLE 1: FIN'INSTALLATION FASTENERS TABLE This document is the property of Simonton Windows,which MS FINISH: Dimensional Tolerances SIMON TON"DRAWN BY: DATE: retains all proprietary.and other rights to Its subject matter. Unless Otherwi" Specified w 'v ° ° w T.D.D. 04/19/12 MIN. MIN. EDGE This document is provided to the recipient on the expressed ALLOY&TEMPER: 1 Cochrane A��muu CHECKED BY:DATE ID SUBSTRATE TYPE ANCHOR TYPE EMBED. DISTANCE ontlHion that It M not to be disUosad,reproduced in.whole or Prnnaboro.N'�'2G113 ANCHOR THROUGH FIN: part,nor used In for nyore with the design,manufacture or I Decimals Angles 2X MIN. SOUTHERN PINE WOOD repair of isgoods consent. This other than Simonton Windows -' 9 SCALE: SHEEL• APPRVD BY:DATE A �f6 WOOD SCREW 1" 3/8" without Its rights to This Information does not d In his .X t.03 FlT 1 of 2 G=0.55� reciplent'e rights to utilize Information contained In ails SURFACE AREA: SERIES: document which Is properly obtained from another source. Xx t 01 0' 30 min. 42-19 IMPACT RESISTANT HORIZONTAL SLIDER NISH TREATMENT: .XXX t.005 11TLE FlLE:IN0545 THROUGH-FIN 2X BUCK INSTALLATION AV REVISIONS: REVISED BY: DALE: a�� 1' ,.• /-G��ir 3/7/2016 1 ADDED 1X INSTALLATION L.A.T. 01/31/15 .•\CEAig'• rQ r1 LUCAS A. TURNER, P.E. ti V 4 R•-•'jr UP 2.ADO ib-i7. FL PE 111 58201 2 R T LMH 03/OJ/16 INSTALLATION o MIN. EMBED., �,- No 582D1 ":1 TURNER ENGINEERING & MIN:EDGE DIST., SUBSTRATE L SEE TBL 2 FASTENER. ?m R° I SEE TBL 2 *; * CONSULTING, INC. SEE TABLE 2 s w BY OTHERS I ' (COA# 29779) w N �'O S 1239 JABARA AVE. SUBSTRATE INSTALLATION SILICONE CAULK Q;•• STATE OF :w<(/` NORTH PORT, FL 34288 BY OTHERS FASTENER &INTERIOR ' AX. SHIM %.c�+�h` q-;',2.�� PH. 941-380-1574 SEE TABLE 2 'iii aR td•'•C3�•` A INTERIOR SILICONE CAULK I SILICONE CAULK 1/4" MAX. SHIM w o N SILICONE CAULK 1/4"MAX. SHIM SILICONE CAULK J , SUBSTRATE INTERIOR SILICONE CAULK BY OTHERS CZ HEAD JAMB DIST,ESEE INSTALLATION zww TBL 2 FASTENER, N SEE TABLE 2 W 6"MAX. FROM X11 SILL NOTES: �f CORNER, TYP. 9.O.C. 2 f-r MAX. (TYP.) 1.This installation has been evaluated for use in locations adhering to the Texas 8 Florida Building Codes and where pressure requirements as determined by ASCE 7 Minimum Design Loads for Buildings and Other Structures do not exceed the design pressure ratings herein,for use outside the H.V.H.Z. 2.All interior perimeter surfaces and exterior fins and brickmoulds of the window must be caulked. 3.Anchor type,size,spacing,and embedment shall be as specified in these drawings. I d I 4.Anchor embedment to substrate shall be beyond wall dressing or stucco.Fin installations to concrete/masonry openings require the use of 2x wood bucks I I between product and substrate,with product Installation to 2x buck as Indicated on sheet 1. For flange Installations to concrete/CMU openings,embedment shall be beyond wood bucks,if used,and into substrate,see sheet 2.Flange installations to solid concrete or grout-filled CMU may include but do not require 1x wood I I _ bucks between product and substrate. Flange installations to hollow CMU require the use of 1x bucks between product and substrate. = I INSTALLATIONI 5.Wood or masonry openings,bucks,and buck fasteners,by others,shall be properly designed and installed to transfer wind loads to the structure. Substrates shall ANCHOR, TYP, Uo meet the minimum strength requirements as shown In Table 1,this sheet,and Table 2,sheet 2. x 2 SEE TABLE 2 1 X 6.The responsibility for selection of Simonton products to meet any applicable local laws,building codes,ordinances,or other safety requirements rests solely with I I a the architect,building owner,or contractor. I I 7.Shims are required where gaps of greater than 1116"exist between opening and frame.Max.shim stack is 114". Shims shall be load-bearing and capable of transferring loads to the substrate. I I 8.When used in areas requiring impact protection conforming to missile level C,wind zone 2,this product DOES NOT REQUIRE the use of approved impact I I resistant shutters or other external protection. o I I 9.Sealing and flashing by others should be applied using the ASTM E 2112 methodology appropriate for the opening into which the door is being installed. Overall I I water penetration resistance of the installed product Is the responsibility of others. 1 I 10.Glazing shall comply with ASTM E 1300-04 and safety glazing requirements per FBC Section 2406. N I I o 11.A minimum center-to-center spacing of 1-114"shall be maintained between all Elco Ultracons in any direction. LL 12.All fasteners penetrating Into pressure treated wood shall be capable of preventing corrosion due to reaction with pressure treatment chemicals.Any dissimilar I I <w materials that come Into contact shall be protected to prevent reactions In accordance with code requirements. I I of 13,A wind load duration factor Cd=1.6 was used for the analysis of wood screws only. I 2 I n v 14.Windows shall be constructed as specified in test reports 87595.01-501-47-r1,A6990.01-501-47-r0 and E0148.01-109-r0 by Architectural Testing,Inc. 2 15.For installation to metal substrates,anchors shall he long enough to be fully threaded through the metal thickness with an additional 3116"min.of threads beyond. I I I 16.Use 100%pure silicone caulk compliant with AAMA 800 Section 1-Sealant Specifications for use with Architectural Fenestration Products. Make sure surfaces are completely free from all old caulk,damaged wood;wood fibers,grease,oil dirt,rust,mold or similar contaminants.Vacuum and clean opening surfaces completely.A fully primed surface is recommended,but not required.Cleaning of all surfaces should be done the same day of which the silicone caulk is to d applied.For more details see"Coastal Installation' on Simonton.com. 60" MAX.,OVERALL FRAME WIDTH 17.Caulk application:recommended air and surface temperatures at the time of application are to be between 40 and 90 degrees F. Insure all contact surfaces are clean and dry including the new window(s). Use a backer rod on all joints>3/4"deep and/or wider than 114". Finished caulk joint should be a minimum of 3/8' deep and make full contact with both the new window and structural opening surfaces.Silicone caulk should be forced Into joint or compressed to assure full contact on both surfaces and to expel any air pockets. TABLE 2: 1X INSTALLATION FASTENERS TABLE MATERIAL- S :DR m NO.: R ID SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED MIN. EDGE DIST. DISCLOSURE STATEMENT MS FINISH: SIMON TON' B IN G NO. 2 A CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRA ON 1" j^ This document is the property of Simonton Windows,which Dimensional Tolerances n u c DRAWN 9I DATE: retains all proprietary and other rights to Its subject matter. Unl ss Otherwis S f d HOLLOW OR GROUT—FILLED This document Is provided to the recipient evpressed ALLOY@ TEMPER: I Cachrdnc A�rnuo w T.D.D. 04/19/12 B CMU ON. C90 3/16" ELCO ULTRACON 1-1/4" 2 1/2" pro pent on the condition that It L9 not to be disUosetl,reproduced in whole or CHECKED BY:GATE 1 8 ALUM. 6063—TS MIN. OR 10 GRADE 5 SELF— part,nor used In conjunction with the design.manufacture or Penn bnm.WV 2WI5 b+ 9 I Decimals Angles C 1/8- STEEL 36 KSI MIN. SEE NOTE 15 1/2" repair t goods faren anyone other than Simonton Wmdows SCALE: SHEETo APPRYO 9Y:DATE / TAPPING RILLING SCREW without Its consent. This restrictlon does not limit the FIT 2 of 2 recipient's rights to utilize Information contained in this SURFACE AREA: XX t 01 0• 30 in. SERIES: document which Is properly obtained from another source. NISH TREATME T: .XXX f.005 42-19 IMPACT RESISTANT HORIZONTAL SLIDER TITLE:FILE.IN0545 NOTES,THROUGH—FRAME Ix BUCK INSTALLATION 1181 Garden Street Greensburg, PA 15601 Toll Free: 888-891-4416 Phone: 724-832-1903 Fax: 724-837-3759 Email: inforequest@tigerdoor.com Web: www.tigerdoor.com INSTALLATION INSTRUCTIONS Tiger.Door Extreme Duty— Severe Windstorm and Hurricane Doors and Frames -GROUTED IN WITH NEW MASONRY- ASSEMBLE FRAME using stainless steel screws and FRP angle clips provided. Match up frame Wk." numbers. Make sure the header is oriented so that door closer reinforcement is located towards the hinge jamb. Prior to installation, check all parts for size and correctness before proceeding. Check to insure that correct opening width exists between jamb uprights and that comer connections are not twisted. SET FRAME on slab, drill and set bottom anchors, and loosely bolt frame to slab. Use a level on each FOAM-BACKED jamb and across the header to set square and plumb. Use shims under WOOD BLOCKING bottom angle clips to level header if necessary. Finally, make sure that jambs 2x6 SPREADERS are not twisted and that proper opening dimension is maintained on both - inside and outside frame faces. Now tighten bottom anchors. It is critical to ao° o° make sure that frame is set plumb and square, while maintaining the correct MAX. opening dimension across the bottom of the frame. -- SECURELY BRACE to plumb and square setup and maintain inside opening ao° I i size during placement of block. Use a minimum of two (depending on frame MAX. height) horizontal 2x6 spreaders to maintain proper open, width. Butt 2x6's i against smaller blocks with soft foam sheet behind(f nr, ackaging material) to prevent damage to factory finish. For wider fra e a vertical so° spreader(s) to prevent header sag. Use inclined 2x4 braces wn)from MAX• 1 �So° the upper corners of the frame to slab or grade to hold the frame 44 and upright. Recheck frame for correct setup prior to erection oft M61� .. ANCHOR BOLTS�� ERECT BLOCK MASONRY, starting adjacent to frame. Fill frame cavities FRAME W/SPREADERS with grout/mortar as courses rise. Use grouted wire anchors at every third course of block (each 24"of height). Frames wider than 5 feet also require a center bolted anchor in the header, which is installed after placing the lintel. Periodically check frames for proper inside opening size as masonry continues. IT IS THE INSTALLER'S RESPONSIBILITY TO INSURE THE PREVENTION OF BOWING, TWISTING OR WARPING OF JAMBS DUE TO MORTAR OR BLOCK PRESSURE OR OTHER FACTORS DURING WALL ERECTION. DOOR SIZE CANNOT BE LATER ADJUSTED TO 1 of 3 ENGD-218 Rev#0 4/23/2012 r COMPENSATE FOR IMPROPER FRAME INSTALLATION! The techniques outlined above are general procedures that may not be appropriate for every opening. Some circumstances may require special methods. BOLTED INTO EXISTING OPEAUNG- ASSEMBLE FRAME, per instructions at top of page 1. Note: If frame is furnished to wrap stud-wall construction (frame is larger than wall opening), pre-assembly is not required and frame may be assembled sequentially within the opening, starting with the header. CHECK FRAME BEFORE INSTALLATION— Prior to installation, and removal of any existing unit, check all parts for size and correctness before proceeding! Check for correct opening width and height inside frame and that corner connections are not twisted. NOTIFY YOUR DISTRIBUTOR, TIGER SALES REPRESENTATIVE, OR THE FACTORY IMMEDIATELY OF ANY DISCREPANCIES. SET FRAME in the opening, using shims as necessary to take up excess clearance, and under jamb uprights to level header. It is critical at this point to make sure that frame is set plumb and square. Drill anchor holes in wall. Note that frames wider than 52 inches may require a center bolted anchor in the header as well. Use shims as necessary to adjust for plumb on hinge jamb and tighten the hinge jamb anchors only. Recheck to make sure that hinge jamb is perfectly plumb. The anchors available from Tiger Door include 3/8" sleeve anchors for masonry applications, 3/8" machine screws for structural feel applications, and 3/8"x 5" lag and#14 x 4" sheet metal screws for wood and steel stud applications. The minimum embedment depth for masonry anchors is 1-5/8", and the minimum embedment and engagement depth for wood and sheet metal screws is 1-1/8". HANG DOOR- If butt mortised hinges are used, screw holes are factory predrilled on doors and frames. Use only Tiger Door supplied screws to hang the door on the frame—do not use the screws furnished with the hinges. If continuous hinges are used, field drilling of pilot holes will be required. Tiger Door requires that a minimum of a#12 x 1" and a#12 x 2" sheet metal screw used for hinge attachment to frame and door respectively. A 5/32" pilot hole should be used to create pilot holes for#12 screws. Shorter or smaller screws may not provide sufficient pullout resistance and should not be used. Use of screws fumished by the hinge manufacturer is acceptable provided the screws meet the minimum size requirements. Check for proper operation by gently closing door against the latch side jamb. Install and adjust shims behind latch jamb as necessary to maintain a uniform 1/8" (±) clearance between the door edge and frame. Now check that door face uniformly contacts latch side, door stop at both top and bottom corners. Adjust jamb if necessary by pushing the bottom (or top) of the jamb toward the inside (or outside)face until door stop is parallel with the face of door. (Note: This may cause the latch jamb to be negligibly out of plumb, but is necessary in some cases to insure proper door operation and sealing.) Finally, tighten the remaining anchor bolts to secure the frame. Caulk around inside and outside perimeter of frame, first using backer rod inserts if necessary. llfl } #12 X V (min.)SHEET METAL SCREW INTO JAMB #12 X 2" (min.)SHEET METAL SCREW INTO JAMB (FURNISHED BY TIGER DOOR FOR BUTT HINGES, (FURNISHED BY TIGER DOOR FOR BUTT HINGES, FURNISHED BY HINGE MANUFACTURER FURNISHED BY HINGE MANUFACTURER FOR CONTINUOUS HINGE) FOR CONTINUOUS HINGE) 2 of 3 ENGD-218 Rev#0 4/23/2012 ALL FRAMES ARE MACHINED FOR HEAVY WEIGHT HINGES. Polymer shims should be installed on the frames (and/or doors) when standard weight hinges are to be used. Use one shim underneath each hinge. INSTALL BALANCE OF DOOR HARDWARE and check again for proper operation. Adjust hardware as necessary to fine tune_door operation. Finally, install weather-stripping, sweep, and/or threshold, if applicable. Recheck installation after 1 week. 3 of 3 ENGD-218 RevN 4/23/2012 a: Ebert Norman Brady Architects ENB 136113"'Avenue South,Suite 230•Jacksonville Beach,Florida 32250 Tel 904 2419997 Fax 904 2417526 •www.enbarch itects.com PROJECT MANUAL ATLANTIC BEACH LIFEGUARD TOWER RENOVATION 1 Ahern Street, Atlantic Beach, FL 32233 EMB PROJECT NO. 17018 110A PREPARED BY EBERT NORMAN BRADY ARCHITECTS AND ATLANTIC ENGINEERING SERVICES—STRUCTURAL ENGINEERING SIMES& ROSCH, LLC—MEP ENGINEERING _ eel ISSUED FOR CONSTRUCTION f9' DECEMBER 13 2017 Lifeguard Station Renovation Atlantic Beach, Florida TABLE OF CONTENTS DIVISION 00—PROCUREMENT AND CONTRACTING REQUIREMENTS DIVISION 01 —GENERAL REQUIREMENTS DIVISION 3—CONCRETE DIVISION 4—MASONRY DIVISION 5—METALS DIVISION 6—WOOD, PLASTICS,AND COMPOSITES SECTION 06 10 00 ROUGH CARPENTRY SECTION 06 16 00 SHEATHING SECTION 06 41 13 WOOD-VENEERED-FACED ARCHITECTURAL CABINETS DIVISION 7—THERMAL AND MOISTURE PROTECTION SECTION 07 21 00 THERMAL INSULATION SECTION 07 25 00 WEATHER BARRIERS SECTION 07 41 13 STANDING SEAM METAL ROOF PANELS SECTION 0746 25 WOOD SHINGLE AND SHAKE SIDING SECTION 07 92 00 JOINT SEALANTS DIVISION 8—OPENINGS SECTION 08 16 13 HURRICANE RATED FIBERGLASS DOORS AND FRAMES SECTION 08 51 13 HURRICANE RATED ALUMINUM WINDOWS SECTION 08 71 00 DOOR HARDWARE DIVISION 9—FINISHES SECTION 09 29 00 GYPSUM BOARD SECTION 09 65 16 RESILIENT SHEET FLOORING SECTION 09 67 23 RESINOUS FLOORING SECTION 09 91 23 PAINTING TABLE OF CONTENTS TOC- 1 l Lifeguard Station Renovation Atlantic Beach, Florida SECTION 06 10 00 -ROUGH CARPENTRY PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Wood blocking and nailers. PART 2-PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Provide dressed lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. 2.2 DIMENSION LUMBER FRAMING A. Framing and Interior Partitions: No. 2 grade. 1. Application: Framing and interior partitions. 2. Species: a. Southern pine; SPIB. b. Mixed southern pine; SPIB. C. Spruce-pine-fir; NLGA. B. Exposed Framing: Provide material hand-selected for uniformity of appearance and freedom from characteristics, on exposed surfaces and edges, that would impair finish appearance, including decay, honeycomb, knot-holes, shake, splits, torn grain, and wane. 1. Application: Exposed exterior framing. 2. Species and Grade: As indicated above for load-bearing construction of same type. 2.3 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. ROUGH CARPENTRY 061000- 1 Lifeguard Station Renovation Atlantic Beach, Florida B. For items of dimension lumber size, provide Construction or No. 2 grade lumber of any species. C. For concealed boards, provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine; No. 2 grade; SPIB. 2. Eastern softwoods; No. 2 Common grade; NeLMA. 2.4 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners of Type 304 stainless steel. B. Power-Driven Fasteners: NES NER-272. C. Bolts: Steel bolts complying with ASTM A 307, Grade A (ASTM F 568M, Property Class 4.6); with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. 2.5 METAL FRAMING ANCHORS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Cleveland Steel Specialty Co. 2. Simpson Strong-Tie Co., Inc. 3. USP Structural Connectors. B. Allowable Design Loads: Provide products with allowable design loads, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency. C. Galvanized-Steel Sheet: Hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 (Z180) coating designation. 1. Use for interior locations unless otherwise indicated. 2.6 MISCELLANEOUS MATERIALS A. Sill-Sealer Gaskets: Closed-cell neoprene foam, 1/4 inch (6.4 mm) thick, selected from manufacturer's standard widths to suit width of sill members indicated. ROUGH CARPENTRY 061000-2 Lifeguard Station Renovation Atlantic Beach, Florida PART 3- EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate nailers, blocking, and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Metal Framing Anchors: Install metal framing anchors to comply with manufacturer's written instructions. Install fasteners through each fastener hole. D. Do not splice structural members between supports unless otherwise indicated. E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. END OF SECTION 06 10 00 ROUGH CARPENTRY 061000-3 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 0616 00-SHEATHING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Wall sheathing. 2. Roof sheathing. 3. Subflooring. PART 2-PRODUCTS 2.1 WOOD PANEL PRODUCTS A. Plywood: Either DOC PS 1 or DOC PS 2 unless otherwise indicated. 2.2 WALL SHEATHING A. Plywood Wall Sheathing: Exterior, Structural I sheathing. 2.3 ROOF SHEATHING A. Plywood Roof Sheathing: Exterior, Structural I sheathing. 2.4 MISCELLANEOUS MATERIALS A. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01 that is approved for use with type of construction panel indicated by manufacturers of both adhesives and panels. PART 3- EXECUTION 3.1 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. Arrange joints so that pieces do not span between fewer than three support members. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. C. Securely attach to substrate by fastening as indicated, complying with the following: SHEATHING 061600 - 1 Lifeguard Station Renovation Atlantic Beach, Florida 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's"International Building Code." D. Coordinate wall and roof sheathing installation with flashing and joint-sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through completed assembly. 3.2 WOOD STRUCTURAL PANEL INSTALLATION A. General: Comply with applicable recommendations in APA Form No. E30, "Engineered Wood Construction Guide,"for types of structural-use panels and applications indicated. B. Fastening Methods: Fasten panels as indicated below: 1. Subflooring: a. Glue and nail to wood framing. b. Space panels 1/8 inch (3 mm) apart at edges and ends. 2. Wall and Roof Sheathing: a. Nail to wood framing. Apply a continuous bead of glue to framing members at edges of wall sheathing panels. b. Space panels 1/8 inch (3 mm) apart at edges and ends. END OF SECTION 06 16 00 SHEATHING 061600 -2 i Lifeguard Station Renovation Atlantic Beach, Florida SECTION 06 41 13 -WOOD-VENEER-FACED ARCHITECTURAL CABINETS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Architectural wood cabinets. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product, including panel products cabinet hardware and accessories and finishing materials and processes. B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-scale details, attachment devices, and other components. 1.3 FIELD CONDITIONS A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. PART 2 - PRODUCTS 2.1 ARCHITECTURAL WOOD CABINETS, GENERAL A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork Standards" for grades of architectural wood cabinets indicated for construction, finishes, installation, and other requirements. 2.2 WOOD CABINETS FOR OPAQUE FINISH A. Grade: Custom. B. Type of Construction: Frameless. C. Cabinet and Door and Drawer Front Interface Style: Flush overlay. D. Species for Exposed Lumber Surfaces: Any closed-grain hardwood. E. Semiexposed Surfaces: Provide surface materials indicated below: WOOD-VENEER-FACED ARCHITECTURAL CABINETS 0641 13 - 1 r • Lifeguard Station Renovation Atlantic Beach, Florida 2.3 WOOD MATERIALS A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of woodwork and quality grade specified unless otherwise indicated. 1. Wood Moisture Content: 8 to 13 percent. 2.4 CABINET HARDWARE AND ACCESSORIES A. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 100 degrees of opening, self-closing. B. Back-Mounted Pulls: BHMA A156.9, B02011. C. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, 804081. D. Shelf Rests: BHMA A156.9, B04013; plastic. E. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with BHMA A156.18 for BHMA finish number indicated. 1. Satin Stainless Steel: BHMA 630. 2.5 MISCELLANEOUS MATERIALS A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried to less than 15 percent moisture content. B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors. C. Adhesives: Do not use adhesives that contain urea formaldehyde. 2.6 FABRICATION A. Complete fabrication, including assembly, finishing, and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting. B. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs. 2.7 SHOP FINISHING A. General: Finish architectural wood cabinets at fabrication shop as specified in this Section. Defer only final touchup, cleaning, and polishing until after installation. WOOD-VENEER-FACED ARCHITECTURAL CABINETS 0641 13-2 'a Lifeguard Station Renovation Atlantic Beach, Florida B. Preparation for Finishing: Comply with referenced quality standard for sanding, filling countersunk fasteners, sealing concealed surfaces, and similar preparations for finishing architectural wood cabinets, as applicable to each unit of work. C. Opaque Finish: 1. Grade: Custom. 2. Finish: System-4, water-based latex acrylic. 3. Color: As indicated by manufacturer's designations. 4. Sheen: Satin, 31-45 gloss units measured on 60-degree gloss meter per ASTM D 523. PART 3-EXECUTION 3.1 PREPARATION A. Before installation, condition cabinets to average prevailing humidity conditions in installation areas. 3.2 INSTALLATION A. Grade: Install cabinets to comply with same grade as item to be installed. B. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). C. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts. D. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails for exposed fastening, countersunk and filled flush with woodwork. E. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated. 1. Install cabinets with no more than 1/8 inch in 96-inch (3 mm in 2400-mm) sag, bow, or other variation from a straight line. 2. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches (400 mm) o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inch (38-mm) penetration into wood framing, blocking, or hanging strips. F. Touch up finishing work specified in this Section after installation of woodwork. Fill nail holes with matching filler where exposed. END OF SECTION 06 41 13 WOOD-VENEER-FACED ARCHITECTURAL CABINETS 0641 13 -3 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 07 21 00 -THERMAL INSULATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Glass-fiber blanket. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2 - PRODUCTS 2.1 GLASS-FIBER BLANKET A. Glass-Fiber Blanket, Unfaced: ASTM C 665, Type I; with maximum flame-spread and smoke- developed indexes of 25 and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. CertainTeed Corporation. b. Johns Manville; a Berkshire Hathaway company. C. Owens Corning. PART 3- EXECUTION 3.1 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and applications. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. C. Extend insulation to envelop entire area to be insulated. Fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. D. Provide sizes to fit applications and selected from manufacturer's standard thicknesses, widths, and lengths. Apply single layer of insulation units unless multiple layers are otherwise shown or required to make up total thickness or to achieve R-value. THERMAL INSULATION 0721 00- 1 f e Lifeguard Station Renovation Atlantic Beach, Florida 3.2 INSTALLATION OF INSULATION IN FRAMED CONSTRUCTION A. Blanket Insulation: Install in cavities formed by framing members according to the following requirements: 1. Use insulation widths and lengths that fill the cavities formed by framing members. If more than one length is required to fill the cavities, provide lengths that will produce a snug fit between ends. 2. Place insulation in cavities formed by framing members to produce a friction fit between edges of insulation and adjoining framing members. 3. Maintain 3-inch (76-mm) clearance of insulation around recessed lighting fixtures not rated for or protected from contact with insulation. 4. For wood-framed construction, install blankets according to ASTM C 1320. B. Miscellaneous Voids: Install insulation in miscellaneous voids and cavity spaces where required to prevent gaps in insulation using the following materials: 1. Glass-Fiber Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft. (40 kg/cu. m). END OF SECTION 07 21 00 THERMAL INSULATION 0721 00 -2 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 07 25 00-WEATHER BARRIERS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Building wrap. 2. Flexible flashing. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2- PRODUCTS 2.1 WATER-RESISTIVE BARRIER A. Building Wrap: ASTM E 1677, Type I air barrier; with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, when tested according to ASTM E 84; UV stabilized; and acceptable to authorities having jurisdiction. 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Dow Chemical Company (The). b. DuPont Protection Solutions: E. I. du Pont de Nemours and Company. C. Soprema, Inc. 2. Water-Vapor Permeance: Not less than 50 g through 1 sq. m of surface in 24 hours per ASTM E 96/E 96M, Desiccant Method (Procedure A). B. Building-Wrap Tape: Pressure-sensitive plastic tape recommended by building-wrap manufacturer for sealing joints and penetrations in building wrap. 2.2 MISCELLANEOUS MATERIALS A. Flexible Flashing: Self-adhesive butyl rubber or rubberized-asphalt compound, bonded to a high-density polyethylene film, aluminum foil, or spunbonded polyolefin to produce an overall thickness of not less than 0.025 inch (0.6 mm). 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Carlisle Coatings &Waterproofing Inc. b. DuPont Protection Solutions: E. I. du Pont de Nemours and Company. C. Polyguard Products, Inc. WEATHER BARRIERS 072500- 1 Lifeguard Station Renovation Atlantic Beach, Florida PART 3- EXECUTION 3.1 WATER-RESISTIVE BARRIER INSTALLATION A. Cover sheathing with water-resistive barrier as follows: 1. Cut back barrier 1/2 inch (13 mm) on each side of the break in supporting members at expansion-or control joint locations. 2. Apply barrier to cover vertical flashing with a minimum 4-inch (100-mm) overlap unless otherwise indicated. B. Building Wrap: Comply with manufacturer's written instructions. 1. Seal seams, edges, fasteners, and penetrations with tape. 2. Extend into jambs of openings and seal corners with tape. 3.2 FLEXIBLE FLASHING INSTALLATION A. Apply flexible flashing where indicated to comply with manufacturer's written instructions. 1. Lap seams and junctures with other materials at least 4 inches (100 mm) except that at flashing flanges of other construction, laps need not exceed flange width. 2. Lap flashing over water-resistive barrier at bottom and sides of openings. 3. Lap water-resistive barrier over flashing at heads of openings. END OF SECTION 07 25 00 WEATHER BARRIERS 072500-2 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 07 41 13 -STANDING-SEAM METAL ROOF PANELS PART 1 -GENERAL 1.1 SUMMARY A. Section includes standing-seam metal roof panels. 1.2 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details. C. Samples: For each type of metal panel indicated. 1.4 INFORMATIONAL SUBMITTALS A. Product test reports. B. Warranties: Sample of special warranties. 1.5 CLOSEOUT SUBMITTALS A. Maintenance data. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer. 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. STANDING-SEAM METAL ROOF PANELS 0741 13 - 1 Lifeguard Station Renovation Atlantic Beach, Florida B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory- applied finishes within specified warranty period. 1. Finish Warranty Period: 20 years from date of Substantial Completion. C. Special Weathertightness Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace standing-seam metal roof panel assemblies that fail to remain weathertight, including leaks, within specified warranty period. 1. Warranty Period: 20 years from date of Substantial Completion. PART 2 -PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592: 1. Wind Loads: As indicated on Drawings. 2. Deflection Limits: For wind loads, no greater than 1/180 of the span. B. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 1646 or ASTM E 331 at the following test-pressure difference: 1. Test-Pressure Difference: 6.24 Ibf/sq. ft. (300 Pa). C. Hydrostatic-Head Resistance: No water penetration when tested according to ASTM E 2140. D. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580 for wind- uplift-resistance class indicated. 1. Uplift Rating: UL 90. E. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. 2.2 STANDING-SEAM METAL ROOF PANELS A. General: Provide factory-formed metal roof panels designed to be installed by lapping and interconnecting raised side edges of adjacent panels with joint type indicated and mechanically attaching panels to supports using concealed clips in side laps. Include clips, cleats, pressure plates, and accessories required for weathertight installation. 1. Steel Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1514. STANDING-SEAM METAL ROOF PANELS 0741 13-2 Lifeguard Station Renovation Atlantic Beach, Florida 2. Aluminum Panel Systems: Unless more stringent requirements are indicated, comply with ASTM E 1637. B. Vertical-Rib, Snap-Joint, Standing-Seam Metal Roof Panels: Formed with vertical ribs at panel edges and intermediate stiffening ribs symmetrically spaced between ribs; designed for sequential installation by mechanically attaching panels to supports using concealed clips located under one side of panels, engaging opposite edge of adjacent panels, and snapping panels together. 1. Basis-of-Design Product: Subject to compliance with requirements, provide Petersen Aluminum Corporation — "EDGE-LOC" Panel or comparable product by one of the following: a. CENTRIA Architectural Systems. b. MBCI; a division of NCI Building Systems, L.P. C. Metal Sales Manufacturing Corporation. d. Morin; a Kingspan Group company. e. Petersen Aluminum Corporation. 2. Aluminum Sheet: Coil-coated sheet, ASTM B 209 (ASTM B 209M), alloy as standard with manufacturer, with temper as required to suit forming operations and structural performance required. a. Thickness: 0.040 inch (1.02 mm). b. Surface: Smooth, flat finish. C. Exterior Finish: Two-coat fluoropolymer. d. Color: As selected by Architect from manufacturer's full range. 3. Panel Coverage: 16 inches (406 mm). 4. Panel Height: 1.75 inches(44 mm). 2.3 UNDERLAYMENT MATERIALS A. Self-Adhering, High-Temperature Underlayment: Provide self-adhering, cold-applied, sheet underlayment, a minimum of 30 mils (0.76 mm) thick, consisting of slip-resistant, polyethylene- film top surface laminated to a layer of butyl or SBS-modified asphalt adhesive, with release- paper backing. Provide primer when recommended by underlayment manufacturer. 1. Thermal Stability: Stable after testing at 240 deg F (116 deg C); ASTM D 1970. 2. Low-Temperature Flexibility: Passes after testing at minus 20 deg F (29 deg C); ASTM D 1970. 3. Products: Subject to compliance with requirements, provide one of the following: a. Carlisle Residential, a division of Carlisle Construction Materials; WIP 300HT. b. Grace Construction Products, a unit of W. R. Grace & Co.; Grace Ice and Water Shield HT. G. Henry Company; Blueskin PE200 HT. d. Kirsch Building Products, LLC; Sharkskin Ultra SA. e. Metal-Fab Manufacturing, LLC; MetShield. f. Owens Corning; WeatherLock Metal High Temperature Underlayment. B. Slip Sheet: Manufacturer's recommended slip sheet, of type required for application. STANDING-SEAM METAL ROOF PANELS 0741 13 -3 Lifeguard Station Renovation Atlantic Beach, Florida 2.4 MISCELLANEOUS MATERIALS A. Panel Accessories: Provide components required for a complete, weathertight panel system including trim, copings, fasciae, mullions, sills, corner units, clips, flashings, sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated. 1. Closures: Provide closures at eaves and ridges, fabricated of same metal as metal panels. 2. Backing Plates: Provide metal backing plates at panel end splices, fabricated from material recommended by manufacturer. 3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick, flexible closure strips; cut or premolded to match metal panel profile. Provide closure strips where indicated or necessary to ensure weathertight construction. B. Flashing and Trim: Provide flashing and trim formed from same material as metal panels as required to seal against weather and to provide finished appearance. Locations include, but are not limited to, eaves, rakes, corners, bases, framed openings, ridges, fasciae, and fillers. Finish flashing and trim with same finish system as adjacent metal panels. C. Panel Fasteners: Self-tapping screws designed to withstand design loads. D. Panel Sealants: Provide sealant type recommended by manufacturer that are compatible with panel materials, are nonstaining, and do not damage panel finish. 1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylene compound sealant tape with release-paper backing; 1/2 inch (13 mm) wide and 1/8 inch (3 mm) thick. 2. Joint Sealant:ASTM C 920; as recommended in writing by metal panel manufacturer. 3. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311. 2.5 FABRICATION A. General: Fabricate and finish metal panels and accessories at the factory, by manufacturer's standard procedures and processes, as necessary to fulfill indicated performance requirements demonstrated by laboratory testing. Comply with indicated profiles and with dimensional and structural requirements. B. On-Site Fabrication: Subject to compliance with requirements of this Section, metal panels may be fabricated on-site using UL-certified, portable roll-forming equipment if panels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructions and to comply with details shown. C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for full length of panel. D. Fabricate metal panel joints with factory-installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements. E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply with manufacturer's recommendations and recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated. STANDING-SEAM METAL ROOF PANELS 0741 13-4 Lifeguard Station Renovation Atlantic Beach, Florida 2.6 FINISHES A. Panels and Accessories: 1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. PART 3- EXECUTION 3.1 PREPARATION A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panel support members and anchorages according to ASTM C 754 and metal panel manufacturer's written recommendations. 3.2 UNDERLAYMENT INSTALLATION A. Self-Adhering Sheet Underlayment: Apply primer if required by manufacturer. Comply with temperature restrictions of underlayment manufacturer for installation. Apply at locations indicated below, wrinkle free, in shingle fashion to shed water, and with end laps of not less than 6 inches (152 mm) staggered 24 inches (610 mm) between courses. Overlap side edges not less than 3-1/2 inches (90 mm). Roll laps with roller. Cover underlayment within 14 days. 1. Apply over the entire roof surface. B. Slip Sheet: Apply slip sheet over underlayment before installing metal roof panels. 3.3 METAL PANEL INSTALLATION A. Standing-Seam Metal Roof Panel Installation: Fasten metal roof panels to supports with concealed clips at each standing-seam joint at location, spacing, and with fasteners recommended in writing by manufacturer. 1. Install clips to supports with self-tapping fasteners. 2. Install pressure plates at locations indicated in manufacturer's written installation instructions. 3. Snap Joint: Nest standing seams and fasten together by interlocking and completely engaging factory-applied sealant. 4. Watertight Installation: a. Apply a continuous ribbon of sealant or tape to seal joints of metal panels, using sealant or tape as recommend in writing by manufacturer as needed to make panels watertight. b. Provide sealant or tape between panels and protruding equipment, vents, and accessories. C. At panel splices, nest panels with minimum 6-inch (152-mm) end lap, sealed with sealant and fastened together by interlocking clamping plates. B. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components. STANDING-SEAM METAL ROOF PANELS 0741 13-5 Lifeguard Station Renovation Atlantic Beach, Florida C. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. 3.4 CLEANING AND PROTECTION A. Remove temporary protective coverings and strippable films, if any, as metal panels are installed, unless otherwise indicated in manufacturer's written installation instructions. On completion of metal panel installation, clean finished surfaces as recommended by metal panel manufacturer. Maintain in a clean condition during construction. END OF SECTION 07 41 13 STANDING-SEAM METAL ROOF PANELS 0741 13 -6 r Lifeguard Station Renovation Atlantic Beach, Florida SECTION 07 46 25-WOOD SHINGLE AND SHAKE SIDING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood-shingle siding. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and finish specified. PART 2- PRODUCTS 2.1 UNDERCOURSING A. Cedar Undercoursing Shingles: Smooth-sawn western red cedar shingles. 1. Size: Length matching exposed siding and in manufacturer's standard thickness. 2. Grade: No. 3. 3. Finish: Match exposed siding. 2.2 EXPOSED SHINGLE SIDING A. Rebutted-and-Rejointed Cedar Shingles: Smooth-sawn western red cedar shingles. 1. Grade: No. 1. 2. Size: 18 inches long; 0.45 inch thick at butt. 3. Finish: Unfinished. 2.3 ACCESSORIES A. Nails: ASTM F 1667, stainless-steel, Type 316, wire nails, sharp pointed, and of sufficient length to penetrate a minimum of 3/4 inch into sheathing. 1. Shingles: Use box or casing nails. 2. Nails in Contact with Metal Flashing: Use nails made from same metal as flashing. WOOD SHINGLE AND SHAKE SIDING 074625- 1 r Lifeguard Station Renovation Atlantic Beach, Florida PART 3- EXECUTION 3.1 SINGLE-COURSED WALLS A. Install products according to manufacturer's written instructions and recommendations in CSSB's"Exterior and Interior Wall Manual." B. Starter Undercourse: Install a single course of undercoursing at the base of the wall in a continuous straight line. C. Exposed Siding: Install starter (first) course of exposed siding over starter undercourse with butts 1/2 inch lower than undercourse butts. 1. Install exposed siding courses with butt lines staggered 1-1/2 inches. 2. Exterior Corner Treatment: Butted against corner boards. D. Weather Exposure and Spacing: 1. Shingles: Match weather exposure of existing shingles. E. Nailing Pattern: Nail 2 inches above the butt line and 3/4 inch from each end. Shingles wider the 10 inches require two additional mails driven 1 inch apart near the middle of the shingle. END OF SECTION 07 46 25 WOOD SHINGLE AND SHAKE SIDING 074625-2 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 07 92 00-JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Silicone joint sealants. 2. Urethane joint sealants. 3. Latex joint sealants. 1.2 ACTION SUBMITTALS A. Product Data: For each joint-sealant product. 1.3 QUALITY ASSURANCE A. Installer Qualifications: Manufacturer's authorized Installer who is approved or licensed for installation of elastomeric sealants required for this Project. 1.4 WARRANTY A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Two years from date of Substantial Completion. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, provide one of the products listed in other the joint sealant schedule. 2.2 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range. 2.3 ELASTOMERIC JOINT SEALANTS JOINT SEALANTS 079200- 1 Lifeguard Station Renovation Atlantic Beach, Florida A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Stain-Test-Response Characteristics: Where elastomeric sealants are specified to be nonstaining to porous substrates, provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. 2.4 JOINT-SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. B. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin)or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance: C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self- adhesive tape where applicable. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3- EXECUTION 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions and the following requirements: 1. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. JOINT SEALANTS 079200-2 � v Lifeguard Station Renovation Atlantic Beach, Florida C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces. 3.2 INSTALLATION OF JOINT SEALANTS A. General: Comply with ASTM C 1193 and joint-sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. C. Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. D. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. E. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants to form smooth, uniform beads of configuration indicated. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 1. Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated. 3.3 CLEANING A. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.4 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. 3.5 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application JS-1: Exterior butt joints between wood members. 1. Joint Sealant: Product — Vulkem 116, One-Part High Performance Elastomer weatherproofing sealant. 2. Joint-Sealant Color: White. JOINT SEALANTS 079200-3 Lifeguard Station Renovation Atlantic Beach, Florida B. Joint-Sealant Application JS-2: Exterior perimeter joints between wood and frames of doors, windows and louvers. 1. Joint Sealant: Product - Vulkem 116, One-Part High Performance Elastomer weatherproofing sealant. 2. Joint-Sealant Color: White. C. Joint-Sealant Application JS-3: Interior perimeter joints of exterior openings. 1. Joint Sealant: Product — Pecora AC-20 FTR, Fire and Temperature Rated Acoustical and Insulation Sealant. 2. Joint-Sealant Color: White. D. Joint-Sealant Application JS-4: Interior joints between plumbing fixtures and adjoining walls, floors, and counters. 1. Joint Sealant: Product— Dow Corning, 786 Silicone Sealant 2. Joint-Sealant Color: White. 3. E. Joint-Sealant Application JS-5: Perimeter joints between interior wall surfaces and frames of interior doors, and windows. 1. Joint Sealant: Product— Pecora AC-20 FTR, Fire and Temperature Rated Acoustical and Insulation Sealant. 2. Joint-Sealant Color: Match window frame and door frame color. END OF SECTION 07 92 00 JOINT SEALANTS 079200 -4 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 08 16 13—HURRICANE RATED FIBERGLASS DOORS AND FRAMES PART 1 -GENERAL 1.1 SUMMARY A. Section includes hurricane rated FRP composite doors and frames. Door and frame products of aluminum, steel or wood constructions that use FRP face sheets are strictly excluded. 1.2 DEFINITIONS A. FRP is defined as"Fiberglass Reinforced Polyester." 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1.4 INFORMATIONAL SUBMITTALS A. Product test reports. 1.5 WARRANTY A. Provide written limited warranty for FRP doors and frames as follows: 1. Doors are guaranteed for life of the product against delamination and failure due to corrosion and against defective workmanship for ten (10)years. 1.6 DELIVERY, STORAGE AND HANDLING A. FRP doors and frames are to be delivered to jobsite in adequate crating with foam sheet separations between all components. Follow handling and storage instructions from the manufacturer. PART2-PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: FRP doors and frames are based on products manufactured by Tiger Door, 1181 Garden Street, Greenburg, PA 15601; phone (724) 832-4416; toll-free (888) 891- 4416; www.tigerdoor.com. Subject to compliance with requirements, provide the named product or a comparable product by one of the following: 1. Corrim Company. 2. Commercial Door Systems. HURRICANE RATED FIBERGLASS DOORS AND FRAMES 08 16 13 - 1 Lifeguard Station Renovation Atlantic Beach, Florida 2.2 FRP DOORS A. Hurricane Rated FRP Doors: 1. Design: FRP doors shall be of seamless press-molded construction. Laminated FRP face sheets shall be applied while wet and uncured to an internal door stile and rail sub- frame/core assembly and then press-molded under heat and pressure. The composite door panel must be integrally fused over its entire surface area, not just adhesive-bonded at pe- rimeter stiles and rails. Doors shall remain under pressure during curing for flat, warp-free surfaces. 2. Stiles & Rails: A high-modulus pultruded FRP square or rectangular tube subframe is to be provided within the door. Tubes are to be mitered and joined internally at the corners with solid polymer blocks to yield a one-piece unit that does not require any secondary external sealing. Provide a tubular midrail across width of door at lock height, and additional horizon- tal rails where specific design conditions dictate. Doors shall incorporate molded-in FRP edge strips, chemically bonded to the subframe stiles, for machining of hardware mortises so as not to cut or otherwise compromise the integrity of the pultruded stiles, nor allow moisture to penetrate into the core of the door. All connections shall be chemically welded. No mechanical fasteners will be allowed. The use or inclusion of aluminum, steel, gypsum or wood into stile and rail construction is not permitted. 3. Core: For maximum rigidity and compressive strength a triangular shaped 3/8" cell phenolic resin impregnated kraft paper honeycomb core shall be used. Molding pressure and resin gel time shall be sufficient to allow for penetration of resin into the cellular structure of the core to maximize shear and peel strengths at the skin/core interface and eliminate the pos- sibility of delamination. The honeycomb is to be completely enclosed within the stile and rail subframe. Use of foam or balsa wood is not permitted. 4. Internal Reinforcement: High-modulus pultruded tubular FRP, high-density polymer com- pression blocks, or plastic compression blocking at all hardware locations, and corner loca- tions. No wood blocking, steel or aluminum reinforcing plates, ribs or fittings shall be used. A minimum of 900 lbs of pullout strength is required for each factory supplied hinge screw. 5. Faces: Door facings shall utilize a chemical resistant thermosetting polyester resin system with fiber reinforcing layers. Supplier shall furnish door faces as shown on the drawings and in the door elevations. Chopped strand mat layers shall be used to provide bond integrity between gelcoat, laminated facings and the internal door structure. Structural reinforcement shall be in the form of a knitted multi-layer material with layers of uni-directional glass fiber oriented in both the vertical and horizontal directions for high stiffness, impact resistance and resistance to warping. Gelcoat surface integrally molded to be 25/30 mils thick(wet) ul- tra-violet light stabilized marine grade NPG-isophthalic polyester gelcoat. 6. Finish: The exposed FRP door faces shall have a 3-4 mils (wet) factory applied two-part ali- phatic polyurethane fully cured coating of industrial urethane. Coating shall have a minimum hardness of H to 2H. Finish shall be a slightly textured semi-gloss to minimize the visual ef- fects of wear and tear. 2.3 FRP FRAMES A. Hurricane Rated RFP Frames: 1. Design: FRP Door frames furnished under this specification shall utilize a high-modulus pultruded structural FRP shape. The frame section shall be standard double rabbeted 5- 3/4" deep x 2" face, 3/16" thick, with integral 5/8" doorstop with 1 15/16" soffits, to match typical hollow metal configurations. Additional jamb profiles and widths are available. 2. Comer Joints: Frame jambs and header shall be joined at corners via miter connections with hidden FRP angle clips and associated fasteners. Post and beam corners will not be acceptable. Exposed fasteners for miter connections will not be acceptable except for wrap wall applications. HURRICANE RATED FIBERGLASS DOORS AND FRAMES 081613-2 46 Lifeguard Station Renovation Atlantic Beach, Florida 3. Hardware Reinforcements: FRP reinforcing shall be chemically welded to door frame material at required locations. Minimum screw pullout strength of 1100 Ib per #12 x 1" sheet metal screw is required. Mechanically fastened reinforcements are not permitted. 4. Finish: Frames shall have a 3-4 mils (wet) factory applied two-part aliphatic polyurethane fully cured coating of industrial urethane. Industrial urethane chemical coating color topcoat, to match the color and sheen of the doors, for superior weatherability. Gelcoat may not be sprayed onto the frame as a secondary coating. 2.4 FASTENERS / A. All fasteners for all hardware shall be type 304 CRSS (18-8 series corrosion resistant stainless/ steel)with no exception. No carbon steel or aluminum componets shall be used. 2.5 HARDWARE A. Doors shall be factory mortised and drilled for mortise template butt hinges, with #12x2" long stainless steel screws pre-installed for hinge attachment. Provide 161 cylindrical lock bore, rim eadbolt, ANSI 86 mortise lock edge prep and pocket or flush bolt cutouts as required. Hardware used must meet the hurricane ratings of the door being provided. B. Frames shall be factory machined and drilled for all hardware requiring mortises, with #12x1" long stainless steel screws pre-installed for hinge attachment. C. Hardware shall be furnished as listed in section 08 70 00 or as so designated in appropriate section, and shall be coordinated by GC and installed by experienced mechanics. D. Supplier shall furnish manufacturer's standard templates, installation instructions, or full size approved door and frame preparation instructions as approved by the architect and as required by door and frame manufacturer prior to door and frame factory initiated manufacture. Standard factory lead-time for production of FRP doors and frames shall commence only and when all distributors required preparation information is received and acknowledged by the door and frame manufacturer. PART 3 - EXECUTION 3.1 INSTALLATION A. Frames: Install in strict accordance with manufacturer's printed instructions. Set plumb and square, using shims for bolt-in of existing openings, or wood bracing prior to grouting of jambs. Use at least two 2x6 wood spreaders inside frame to maintain critical opening dimensions during grouting. B. Doors: Hang per manufacturer's printed instructions using special screws provided for hinge attachment. Install doors to swing freely and to stand open at any angle. After installation make final adjustments to hardware to allow for proper door operation and latching. All surface applied hardware shall be thru bolted. 3.2 CLEANING A. Clean exposed surfaces of FRP doors and frames with a mild, non-abrasive cleaner and water. HURRICANE RATED FIBERGLASS DOORS AND FRAMES 081613 -3 s i Lifeguard Station Renovation Atlantic Beach, Florida B. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. C. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in painting Sections. END OF SECTION 08 11 13 HURRICANE RATED FIBERGLASS DOORS AND FRAMES 081613-4 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 08 5113—HURRICANE RATED ALUMINUM WINDOWS PART 1 -GENERAL 1.1 SUMMARY A. Section includes hurricane rated aluminum windows for exterior locations. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Shop Drawings: Include plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation. 1.3 INFORMATIONAL SUBMITTALS A. Product test reports. B. Sample warranties. 1.4 WARRANTY A. Manufacturer's Warranty: Manufacturer agrees to repair or replace aluminum windows that fail in materials or workmanship within specified warranty period. 1. Warranty Period: a. Window: 10 years from date of Substantial Completion. b. Glazing Units: 10 years from date of Substantial Completion. C. Aluminum Finish: 20 years from date of Substantial Completion. PART 2- PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Subject to compliance with requirements, provide CGI Windows and Doors, Inc 10100 N.W. 25th Street, Miami Florida. Tel (305) 593-6590, web www.cgiwindows.com Model Sentinel Series 130 or comparable product by one of the following: 1. EFCO Corporation; a Pella company. 2. EXTECH Exterior Technologies, Inc. 3. Kawneer North America; an Alcoa company. 4. TRACO. 5. All Seasons Commercial Series 2000 Large Missile Impact Fixed Windows HURRICANE RATED ALUMINUM WINDOWS 0851 13 - 1 Lifeguard Station Renovation Atlantic Beach, Florida 2.2 WINDOW PERFORMANCE REQUIREMENTS A. Impact-Resistant Aluminum Window Performance: 1. Structural Test: ASTM E 330. 2. Water Infiltration Resistance: ASTM ES47/E 331 and FBC TAS 202. 3. Air Infiltration Resistance: ASTM E 283. 4. Windborne Debris Impact Resistance: Pass large missile impact test; Florida Building Code, FBC TAS 201. 5. Hurricane Wind Pressure Resistance: After passing large missile impact test, pass cyclic pressure test following FBC TAS 203. 6. Air Infiltration Resistance: Air leakage no more than 0.08 cfm/sgft of glass area at pressure differential of 6.24 psf (air infiltration test conducted at pressure differential of 1.57 psf may not justify compliance). 7. Water Infiltration Resistance: No water penetration at a static air pressure differential of 15 percent of positive design pressure with maximum tested performance of 12 psf. 2.3 ALUMINUM WINDOWS A. Operating Types: Fixed, horizontal rolling and project out. B. Construction: Heavy extruded aluminum-alloy sections, precision cut and assembled with sealed hairline joints. C. Member Wall Thickness: At least 0.065 inch (1.65 mm). D. Frame Depth: At least 2.505 inches (63.63mm). Provide 0.50 (12.7 mm) inch flanges at perimeter frames. Provide flange adaptor frames. E. Corner Construction: Welded corners with sealed hairline joints. F. Glass: Factory glazed with laminated impact glass. G. Aluminum Alloy and Temper: AA 6063-T5 and T6 temper. H. Hardware, General: Manufacturer's standard corrosion-resistant hardware sized to accommodate sash weight and dimensions. I. Weather Stripping: Provide full-perimeter weather stripping for each operable sash unless otherwise indicated. J. Fasteners: Noncorrosive and compatible with window members, trim, hardware, anchors, and other components. 1. Exposed Fasteners: Do not use exposed fasteners to the greatest extent possible. For application of hardware, use fasteners that match finish hardware being fastened. 2.4 ACCESSORIES A. Subsills: Extruded-aluminum subsills in configurations indicated on Drawings. B. Interior Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings. HURRICANE RATED ALUMINUM WINDOWS 0851 13-2 Lifeguard Station Renovation Atlantic Beach, Florida C. Panning Trim: Extruded-aluminum profiles in sizes and configurations indicated on Drawings. D. Receptor System: Two-piece, snap-together, thermally broken, extruded-aluminum receptor system that anchors windows in place. 2.5 FABRICATION A. Fabricate aluminum windows in sizes indicated. Include a complete system for assembling components and anchoring windows. B. Glaze aluminum windows in the factory. C. Weather strip each operable sash to provide weathertight installation. D. Provide weep holes and internal passages to conduct infiltrating water to exterior. E. Provide water-shed members above side-hinged sashes and similar lines of natural water penetration. F. Provide mullions and cover plates, matching window units, complete with anchors for support to structure and installation of window units. Allow for erection tolerances and provide for movement of window units due to thermal expansion and building deflections, as indicated. Provide mullions and cover plates capable of withstanding design wind loads of window units. G. Complete fabrication, assembly, finishing, hardware application, and other work in the factory to greatest extent possible. Disassemble components only as necessary for shipment and installation. 2.6 ALUMINUM FINISHES A. Baked-Enamel Finish: Thermosetting, modified-acrylic or polyester enamel primer/topcoat system complying with AAMA 2603, medium gloss. 1. Color: White. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with manufacturer's written instructions for installing windows, hardware, accessories, and other components. For installation procedures and requirements not addressed in manufacturer's written instructions, comply with installation requirements in ASTM E 2112. B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction to produce weathertight construction. C. Install windows and components to drain condensation, water penetrating joints, and moisture migrating within windows to the exterior. HURRICANE RATED ALUMINUM WINDOWS 0851 13 -3 V Lifeguard Station Renovation Atlantic Beach, Florida D. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. E. Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. F. Clean exposed surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. G. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. END OF SECTION 08 51 13 HURRICANE RATED ALUMINUM WINDOWS 0851 13 -4 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 08 71 00-DOOR HARDWARE PART 1 -GENERAL 1.1 SUMMARY A. Section includes: 1. Mechanical door hardware for the following: a. Swinging doors. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1.3 QUALITY ASSURANCE A. Means of Egress Doors: Latches do not require more than 15 Ibf (67 N) to release the latch. Locks do not require use of a key, tool, or special knowledge for operation. 1.4 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. PART 2- PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article to comply with requirements in this Section. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and products equivalent in function and comparable in quality to named products. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in Part 3 "Door Hardware Schedule"Article. DOOR HARDWARE 0871 00 - 1 {' y Lifeguard Station Renovation Atlantic Beach, Florida 2.2 HINGES A. Hinges: BHMA A156.1. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Allegion plc. b. Baldwin Hardware Corporation. C. Hager Companies. d. Lawrence Hardware Inc. 2.3 MECHANICAL LOCKS AND LATCHES A. Strikes: Provide manufacturer's standard strike for each lock bolt or latchbolt complying with requirements indicated for applicable lock or latch and with strike box and curved lip extended to protect frame; finished to match lock or latch. 1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by manufacturer. B. Bored Locks: BHMA A156.2; Grade 1; Series 4000. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Allegion plc. b. Best Access Systems; Stanley Security Solutions, Inc. C. Corbin Russwin, Inc.; an ASSA ABLOY Group company. d. DORMA USA, Inc. e. SARGENT Manufacturing Company; ASSA ABLOY. 2.4 AUXILIARY LOCKS A. Push-Button Combination Locks: BHMA Al 56.36; cylindrical; Grade 1; lock opens by entering a one- to five-digit code by pushing correct buttons in correct sequence; automatically relocks when door is closed; with strike that suits frame. Provide with key override. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Kaba Ilco Corp. 2.5 LOCK CYLINDERS A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. 1. Manufacturer: Same manufacturer as for locking devices. DOOR HARDWARE 0871 00- 2 Y Lifeguard Station Renovation Atlantic Beach, Florida 2. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Allegion plc. b. Best Access Systems; Stanley Security Solutions, Inc. C. Corbin Russwin, Inc.; an ASSA ABLOY Group company. d. SARGENT Manufacturing Company; ASSA ABLOY. e. Yale Security Inc; an ASSA ABLOY Group company. 2.6 KEYING A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate decisions made in keying conference. 1. Master Key System: Change keys and a master key operate cylinders. B. Keys: Brass. 1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation: a. Notation: "DO NOT DUPLICATE." 2. Quantity: In addition to one extra key blank for each lock, provide the following: a. Master Keys: Five. 2.7 SURFACE CLOSERS A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Allegion plc. b. Corbin Russwin, Inc.; an ASSA ABLOY Group company. C. DORMA USA, Inc. d. Rixson Specialty Door Controls; an ASSA ABLOY Group company. e. SARGENT Manufacturing Company; ASSA ABLOY. 2.8 MECHANICAL STOPS AND HOLDERS A. Wall- and Floor-Mounted Stops: BHMA A156.16; polished cast brass, bronze, or aluminum base metal. DOOR HARDWARE 0871 00 - 3 K w Lifeguard Station Renovation Atlantic Beach, Florida 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Allegion plc. b. Rockwood Manufacturing Company; an ASSA ABLOY Group company. C. Trimco. 2.9 DOOR GASKETING A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot(0.000774 cu. m/s per m) of crack length for gasketing other than for smoke control, as tested according to ASTM E 283; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. National Guard Products, Inc. b. Pemko Manufacturing Co. C. Reese Enterprises, Inc. d. Zero International, Inc. 2.10 THRESHOLDS A. Thresholds: BHMA A156.21; fabricated to full width of opening indicated. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. National_Guard Products, Inc. b. Pemko Manufacturing Co. C. Reese Enterprises, Inc. d. Zero International, Inc. 2.11 FABRICATION A. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt. 2. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. DOOR HARDWARE 0871 00 -4 Lifeguard Station Renovation Atlantic Beach, Florida 2.12 FINISHES A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. PART 3- EXECUTION 3.1 INSTALLATION A. Wood Doors: Comply with DHI WDHS.5 "Recommended Hardware Reinforcement Locations for Mineral Core Wood Flush Doors." B. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations. 1. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." C. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work. Do not install surface-mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. D. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches (750 mm) of door height, whichever is more stringent, unless other equivalent means of support for door, such as spring hinges or pivots, are provided. E. Lock Cylinders: Install construction cores to secure building and areas during construction period. F. Thresholds: Set thresholds for exterior doors and other doors indicated in full bed of sealant complying with requirements specified in Section 079200"Joint Sealants." G. Stops: Provide floor stops for doors unless wall or other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic. H. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. I. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. J. Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. DOOR HARDWARE 0871 00 - 5 f ' Lifeguard Station Renovation Atlantic Beach, Florida 3.2 FIELD QUALITY CONTROL A. Independent Architectural Hardware Consultant: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports. 3.3 DOOR HARDWARE SCHEDULE Hardware Group No.01 Provide each single door with the following: Qty Description Catalog Number Finish Mfr. 3 EA HINGE 56131 4.5 X 4.5 630 IVE 1 EA LEVER COMBINATION L1022 (Key Override) 626 SIM LOCK 1 EA GASKETING 328AA AA ZER 1 EA DOOR SWEEP 8197AA AA ZER 1 EA THRESHOLD 65A-MSLA-10 A ZER Hardware Group No.02 Provide each single door with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 513131 4.5 X 4.5 630 IVE 1 EA PRIVACY LOCK W301S DANE 630 FAL Hardware Group No. 03 Provide each single door with the following: Qty Description Catalog Number Finish Mfr 3 EA HINGE 51361 4.5 X 4.5 630 IVE 1 EA ENTRY/OFFICE LOCK W511P6 DANE 630 FAL END OF SECTION 08 71 00 DOOR HARDWARE 0871 00- 6 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 09 29 00-GYPSUM BOARD PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior gypsum board. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. PART 2 -PRODUCTS 2.1 INTERIOR GYPSUM BOARD A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Georgia-Pacific Gypsum LLC. 2. National Gypsum Company. 3. USG Corporation. B. Moisture- and Mold-Resistant Gypsum Board: ASTM C 1396/C 1396M. With moisture- and mold-resistant core and paper surfaces. 1. Core: 5/8 inch (15.9 mm), Type X. 2. Long Edges: Tapered. 3. Mold Resistance: ASTM D 3273, score of 10 as rated according to ASTM D 3274. 2.2 TRIM ACCESSORIES A. Interior Trim:ASTM C 1047. 1. Material: Plastic. 2.3 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. B. Joint Tape: 1. Interior Gypsum Board: Paper. GYPSUM BOARD 092900 - 1 { j Lifeguard Station Renovation Atlantic Beach, Florida C. Joint Compound for Interior Gypsum Board: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 2.4 AUXILIARY MATERIALS A. Acoustical Joint Sealant: ASTM C 834. Product effectively reduces airborne sound transmission through perimeter joints and openings as demonstrated by testing according to ASTM E 90. B. Thermal Insulation: As specified in Section 072100"Thermal Insulation." PART 3-EXECUTION 3.1 APPLYING AND FINISHING PANELS A. Comply with ASTM C 840. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. D. Install trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. E. Prefill open joints and damaged surface areas. F. Apply joint tape over gypsum board joints, except for trim products specifically indicated as not intended to receive tape. G. Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: 1. Level 4: At panel surfaces that will be exposed to view unless otherwise indicated. H. Protect adjacent surfaces from drywall compound and texture finishes and promptly remove from floors and other non-drywall surfaces. Repair surfaces stained, marred, or otherwise damaged during drywall application. I. Remove and replace panels that are wet, moisture damaged, and mold damaged. END OF SECTION 09 29 00 GYPSUM BOARD 092900 -2 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 09 6516-RESILIENT SHEET FLOORING PART 1 -GENERAL 1.1 SUMMARY A. Section includes vinyl sheet flooring. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. B. Samples: For each exposed product and for each color and texture specified in manufacturer's standard size, but not less than 6-by-9-inch (150-by-230-mm)sections. 1. For heat-welding bead, manufacturer's standard-size Samples, but not less than 9 inches (230 mm) long, of each color required. 1.3 CLOSEOUT SUBMITTALS A. Maintenance data. PART 2-PRODUCTS 2.1 UNBACKED VINYL SHEET FLOORING A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Armstrong World Industries, Inc. 2. Congoleum Corporation. 3. Gerflor. 4. Johnsonite; a Tarkett company. B. Product Standard: ASTM F 1913. C. Thickness: 0.080 inch (2.0 mm). D. Wearing Surface: Smooth. E. Sheet Width: As standard with manufacturer. F. Seamless-Installation Method: Heat welded. G. Colors and Patterns: As selected by Architect from full range of industry colors. RESILIENT SHEET FLOORING 096516 - 1 { j Lifeguard Station Renovation Atlantic Beach, Florida 2.2 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by resilient sheet flooring manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by flooring and adhesive manufacturers to suit resilient sheet flooring and substrate conditions indicated. C. Seamless-Installation Accessories: 1. Heat-Welding Bead: Manufacturer's solid-strand product for heat welding seams. a. Color: Match flooring. D. Integral-Flash-Cove-Base Accessories: 1. Cove Strip: 1-inch (25-mm) radius provided or approved by resilient sheet flooring manufacturer. 2. Cap Strip: Tapered vinyl cap provided or approved by resilient sheet flooring manufacturer. 3. Corners: Metal inside and outside corners and end stops provided or approved by resilient sheet flooring manufacturer. E. Floor Polish: Provide protective, liquid floor-polish products recommended by resilient sheet flooring manufacturer. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to resilient sheet flooring manufacturer's written instructions to ensure adhesion of resilient sheet flooring. B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound; remove bumps and ridges to produce a uniform and smooth substrate. C. Do not install resilient sheet flooring until it is the same temperature as the space where it is to be installed. D. Immediately before installation, sweep and vacuum clean substrates to be covered by resilient sheet flooring. 3.2 RESILIENT SHEET FLOORING INSTALLATION A. Comply with manufacturer's written instructions for installing resilient sheet flooring. B. Unroll resilient sheet flooring and allow it to stabilize before cutting and fitting. C. Lay out resilient sheet flooring as follows: 1. Maintain uniformity of flooring direction. RESILIENT SHEET FLOORING 096516-2 I Lifeguard Station Renovation Atlantic Beach, Florida 2. Minimize number of seams; place seams in inconspicuous and low-traffic areas, at least 6 inches (152 mm) away from parallel joints in flooring substrates. 3. Match edges of flooring for color shading at seams. 4. Avoid cross seams. D. Scribe and cut resilient sheet flooring to butt neatly and tightly to vertical surfaces, permanent fixtures, and built-in furniture including cabinets, pipes, outlets, and door frames. E. Extend resilient sheet flooring into toe spaces, door reveals, closets, and similar openings. F. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on resilient sheet flooring as marked on substrates. Use chalk or other nonpermanent marking device. G. Install resilient sheet flooring on covers for telephone and electrical ducts and similar items in installation areas. Maintain overall continuity of color and pattern between pieces of flooring installed on covers and adjoining flooring. Tightly adhere flooring edges to substrates that abut covers and to cover perimeters. H. Adhere resilient sheet flooring to substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. I. Seamless Installation: 1. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints and heat weld with welding bead to permanently fuse sections into a seamless flooring. Prepare, weld, and finish seams to produce surfaces flush with adjoining flooring surfaces. J. Integral-Flash-Cove Base: Cove resilient sheet flooring 4 inches (100 mm) up vertical surfaces. Support flooring at horizontal and vertical junction with cove strip. Butt at top against cap strip. 1. Install metal corners at inside and outside corners. 3.3 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protecting resilient sheet flooring. B. Floor Polish: Remove soil, adhesive, and blemishes from flooring surfaces before applying liquid floor polish. 1. Apply one coat. C. Cover resilient sheet flooring until Substantial Completion. END OF SECTION 09 65 16 RESILIENT SHEET FLOORING 096516-3 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 09 67 23—RESINOUS FLOORING PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This section includes the following: 1. Seamless chip/flake epoxy flooring system with a thickness of 1/8-inch, 100 percent sol- ids epoxy, as scheduled. 2. Floor Preparation and Protection. 1.3 SUBMITTALS A. System Data: 1. Submit manufacturer's specifications on cured system and individual components of the epoxy flooring system, including physical properties and performance properties and tests described in Part 2.01 B, and submit Material Safety Data Sheets. 2. Each individual component of the system will be evaluated on the basis of these stand- ards. 3. Manufacturer's standard color chart shall also be submitted, and must afford the owner color selection from at least twelve (12) standard colors and custom color matching shall be available upon request. B. Samples: 1. The contractor shall submit a 6-inch x 6-inch cured system sample, applied to a rigid backing which the contractor has made for verification purposes and finish texture ap- proval. 1.4 QUALITY ASSURANCE A. Manufacturer's Qualifications: 1. Obtain the epoxy flooring system materials from a single manufacturer with a minimum of five (5) years' verifiable experience providing materials in the type specified in this section. B. Contractor's Qualifications: 1. Installation must be performed by a manufacturer certified contractor with skilled mechanics not having less than three (3) years' satisfactory experience in the installation RESINOUS FLOORING 096723- 1 Lifeguard Station Renovation Atlantic Beach, Florida of the type of system as specified in this section, and must be certified in writing by the manufacturer of the specified epoxy flooring system. 1.5 DELIVERY, STORAGE AND HANDLING A. Primary flooring system materials shall be delivered in the manufacturer's undamaged, unopened containers. Each container shall be clearly marked with the following: 1. Product name(s) and/or Number(s). 2. Manufacturer's name. 3. Component designation (A, B, etc.). 4. Product Mix Ratio. 5. Health and Safety Information. 6. Infotrac Emergency Response Information. B. Provide equipment and personnel to handle the materials by methods which prevent damage. C. The contractor shall promptly inspect direct jobsite material deliveries to assure that quantities are correct, comply with requirements, and are not damaged. D. The contractor shall be responsible for materials furnished by him, and he shall replace, at his own expense, such materials that are found to be defective in manufacture or that have become damaged in transit, handling or storage. E. Store material(s) in accordance with manufacturer's instructions, with seals and labels intact and legible. Maintain temperatures within the required range. Do not use materials that exceed the manufacturer's maximum recommended shelf life. 1.6 FIELD CONDITIONS A. The contractor should visit the jobsite prior to beginning the installation of the epoxy flooring system to evaluate substrate condition, including substrate moisture content, and the extent of repairs required, if any. B. The contractor should exercise care during surface preparation and system installation to protect surrounding substrates and surfaces, as well as in-place equipment. The contractor shall prepare the substrate to remove laitance and open the surface. This shall be achieved by brush grit blasting (depending on the hardness of the concrete). Surface profile achieved shall be similar to medium grit sandpaper and free from bond-inhibiting contaminants. Costs incurred that are associated with damage from negligence or inadequate protection shall be the sole responsibility of the contractor. C. System must be protected by the General Contractor, or as a separate bid item, by the installing contractor until it is inspected and turned over to the owner. D. The minimum slab temperature must be conditioned to 50°F-70°F before commencing installation, during installation, and for at least 72 hours after installation is complete. The slab temperature must be at least 5°F above the dew point during installation. E. Maintain lighting at a minimum uniform level of 50 or more foot-candles in areas where the epoxy flooring system is being installed. Permanent lighting shall be in place and working RESINOUS FLOORING 096723-2 i J Lifeguard Station Renovation Atlantic Beach, Florida during the installation. If permanent lighting is not in place, simulate permanent lighting conditions during the epoxy flooring installation. F. Leaks from pipes and other sources must be corrected prior to the installation of the epoxy flooring system. 1.7 WARRANTY A. The contractor and the manufacturer shall furnish a standard guarantee of the epoxy flooring system for a period for 3 years after installation. The labor and material guarantee shall include loss of bond and wear-through to the concrete substrate from normal use. B. Not included in the warranty are damage due to structural design deficiencies including, but not limited to, slab cracking from lateral, vertical or rotational movement, and gouging or other damage due to fork lifts, other equipment, delamination caused by vapor transmission, Acts of God, or other elements beyond the scope of protection of this system nor causes not related to the system materials. In case of a warranty claim, the owner will notify the manufacturer and contractor in writing within 30 days of the first appearance of problems covered under this warranty. The owner will provide free and unencumbered access to the area during normal working hours for warranty rework. Property protection is also the owner's responsibility. Remedy is limited to direct repair of the epoxy flooring system. PART 2 - PRODUCTS 2.1 MANUFACTURER INFORMATION A. Plexi-Chemie Inc. 606 Lane Avenue North, Suite#6, Jacksonville, FL 32254 Phone: (904)693-8800 Fax: (904)693-8700 2.2 FLOORING SYSTEM INFORMATION A. PlexiChip Decorative Flake/Chip Epoxy Flooring System, 1/8-inch thickness. 1. System Breakdown: a. Primer coat: PlexiGlaze#4 100% solids water clear epoxy coating. b. Second coat: PlexiGlaze IFF pigmented epoxy coating with Plexi-Chemie SL powder. C. Broadcast chip aggregate: PlexiChip. d. Third coat: PlexiGlaze#4 100% solids water clear epoxy coating. e. Broadcast chip aggregate: PlexiChip. f. Fourth coat: PlexiGlaze#4 100% solids water clear epoxy coating. g. Top coat: PlexiCrest P polyester urethane. 2. Patching/Caulking: Use PlexiFlex Caulk or PlexiPatch QC. RESINOUS FLOORING 096723-3 Lifeguard Station Renovation Atlantic Beach, Florida 2.3 FLOORING SYSTEM PROPERTIES A. Typical (physical properties at 70°F[unless otherwise noted]): 1. Color: 16 Standard Pre-Blended Chip Colors.. 2. VOC: Less than 50 grams per lite.r 3. Hardness @ 24 hours, Shore D (ASTM D2240): 75-80. 4. Compressive Strength (ASTM D695): 16,500 psi. 5. Tensile Strength (ASTM C638): 6,000 psi. 6. Flexural Strength (ASTM C580):10,000 psi 7. Abrasion Resistance (ASTM D4060): 30 mg max loss. 8. Flammability (ASTM C580): Self-extinguishing over concrete. PART 3- EXECUTION 3.1 PREPARATION A. Surface Preparation: 1. Surfaces receiving the epoxy flooring system should perform proper surface preparation and cleaning procedures before installing the epoxy flooring system. Substrate should be clean, sound and dry before application. 2. Surfaces receiving the epoxy floorings system should be shot-blasted and/or diamond ground. 3. Substrate should be free of oil, grease, curing compounds, dust particles and dirt. 4. Do not apply to slabs on grade unless a heavy up-ruptured vapor barrier has been installed under the slab. Do not thin materials. 3.2 SYSTEM APPLICATION A. General: 1. Apply each component of the 1/16th inch or greater decorative chip/flake epoxy flooring system in compliance with manufacturer's written installation instructions and strictly adhere to mixing and installation methods, recoat windows, cure times and environmental restrictions. The epoxy flooring system is to be installed directly over non-moving control joints and cracks which have been treated with semi-rigid PlexiFlex Epoxy Caulk or PlexiPatch QC and the epoxy flooring system will terminate at the edge of isolation and expansion joints as designated by the Architect, Engineer or design Professional. Integral cove base shall be installed where scheduled in the drawings.. 2. Control Joints/Construction Joints: Provide PlexiFlex Caulk or PlexiPatch QC. 3. Isolation/Expansion and other joints subject to movement: Honor all Expansion/Isolation Joints, where movement is designed in the substrate. 4. Provide Type "L" Zinc divider strip typical at all doorway thresholds as well as top and bottom edges of integral cove base. RESINOUS FLOORING 096723-4 Lifeguard Station Renovation Atlantic Beach, Florida 3.3 CURING, CLEANING AND PROTECTION A. Cure the epoxy flooring system materials in compliance with manufacturer's directions, taking care to prevent contamination during stages of the installation and prior to completion of the curing process. B. Protect the epoxy flooring system from damage and wear during other phases of the construction operation, using temporary coverings as recommended by the manufacturer, if required. Remove temporary covering just prior to final inspection. C. Clean the epoxy flooring system just prior to final inspection, using materials and procedures suitable to the system manufacturer. D. Some cleaners will affect the color, gloss or texture of an epoxy floor surface. To determine how a cleaner will perform, manufacturer recommends that you first test each cleaner, in a small area, utilizing your cleaning technique. This precaution will demonstrate the effect of your cleaner and technique. If no deleterious effects are observed, continue with the procedure. If deleterious effects do occur, modify the cleaning material and/or procedure. For recommendations regarding the types of cleaners, contact Plexi-Chemie, Inc. END OF SECTION 09 67 23 RESINOUS FLOORING 096723-5 Lifeguard Station Renovation Atlantic Beach, Florida SECTION 09 9123 -PAINTING PART 1 -GENERAL 1.1 SUMMARY A. Section includes surface preparation and the application of paint systems on the following substrates: 1. Wood trim. 2. Wood shingles. 3. Gypsum board. 1.2 ACTION SUBMITTALS A. Product Data: For each type of product. Include preparation requirements and application instructions. PART 2-PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Product: Paint selections are is based on products manufactured by Benjamin Moore and Company. Subject to compliance with requirements, provide the named product or a comparable product by one of the following: 1. Glidden Professional. 2. PPG Architectural Finishes, Inc. 3. Pratt& Lambert. B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in other Part 2 articles for the paint category indicated. 2.2 PAINT, GENERAL A. MPI Standards: Provide products that comply with MPI standards indicated and that are listed in its"MPI Approved Products List." B. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. PAINTING 0991 23- 1 Lifeguard Station Renovation Atlantic Beach, Florida C. Colors: Match the existing color for exterior wood trim and wood shingles As selected by Architect from manufacturer's full range for interior gypsum board. 2.3 PRIMERS/SEALERS A. Primer Sealer, Latex, Interior: 1. Basis-of-Design—Benjamin Moore Ultra Spec 500 Interior Latex Primer N534. 2.4 WATER-BASED PAINTS A. Latex, Interior, Flat(GWB Ceilings): 1. Basis-of-Design—Benjamin Moore Ultra Spec 500 Interior Flat Finish 536. B. Latex, Interior, Eggshell (GWB Walls): 1. Basis-of-Design —Benjamin Moore Ultra Spec 500 Interior Eggshell Finish N538. C. Latex, Interior, Semi-Gloss(Wood Trim and Shelving): 1. Basis-of-Design—Benjamin Moore Ultra Spec 500 Interior Semi-gloss Finish N539. D. Acrylic Enamel, Exterior, Semi-Gloss (Wood Trim): 1. Basis-of-Design—Benjamin Moore Ultra Spec HP D.T.M. Acrylic Semi-Gloss Enamel. 2.5 WOOD STAINS A. Wood Stain, Waterborne Stain (Wood Shingles): 1. Basis-of-Design — Benjamin Moore Arborcoat Semi-Transparent Deck and Siding Stain N638. 2. Match color of existing wood shingles. PART 3- EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. 2. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. PAINTING 099123 -2 Lifeguard Station Renovation Atlantic Beach, Florida D. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Application of coating indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates indicated. B. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be painted. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and painting. 1. After completing painting operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection if any. C. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. 3.3 APPLICATION A. Apply paints according to manufacturer's written instructions and to recommendations in "MPI Manual." B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. C. All painted surfaces with opaque coating shall receive a primer coat, intermediate coat and final coat. 3.4 CLEANING AND PROTECTION A. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. B. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. END OF SECTION 09 91 23 PAINTING 0991 23 -3