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Home My WebLink About1807 Paloma AveClN ,-ED CITY OF SANFORD BUILDING & FIRE PREVENTION AUCU16 PERMIT APPLICATION I3Y: ' , Application No: _1 6 a 331 Documented Construction Value: $ 3508.00 Job Address: 1807 PALOMA AVE Historic District: Yes [INo Parcel ID: Residential Q Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: REPLACE 3 WINDOWS - SIZE FOR SIZE Plan Review Contact Person: Phone: 904-416-1481 TRACY JACOBELLIS Name SCOTT SCHOONOVER Street: 1807 PALOMA AVENUE City, State Zip Fax: 904-683-2557 Property Own SANFORD, FL 327713578 Name ADAM WYZA F Street: 11501 CO City, State Zip: J K Name: Street: City, St, Zip: Bonding Company: Address: Title: OFFICE MANAGER Email: MHD.TRACY@GMAIL.COM Phone: 633-1488 of property? : OWNHER ntlactor Informa ' n E DESIGN Phone: 904-41 481 041 Fax: 904-683-2557 State License No.: CRC1325759 gineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. 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 standards of all laws regulating 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application oo NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as watermanagementdistricts, state agencies, or federal agencies. Acceptance of permit is'verification that I will notify the owner of the property of the. requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A co py of the executed contract requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofhejobathetimeoftsubmittalTheactualconstructionvaluewillbefiguredbasedonthecurrentICCValuationTableineffectatthetimethepermitisissued, in accordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, creditwillbeappliedtoyourpermitfeeswhenthepermitisissued. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will bedoneincompliancewithallapplicablelawsregulatingconstructionandzonine. Signature of Owner/Agent Date v Y 1 L I t- 11111Owner/Agent's :Name Utary Ppplic - State of Florida Ns" . oe, Comm sion # FF 222358 My Comm. Expires Mar 22, 2017 Owner/ Agent is Personally Known to Me or Produced ID Type of ID If Q:! 6' C- "-' J O Signature of Contractor/Agent n Date Hint Signature ofNota da a BELLIS N t ry Public -State of Flort a¢ P ar ommission # FF 222358 a'° Y m. Expires Mar 22, 201 Contractor/ Agent is ersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical [-1 Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories - New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes[] No[] # of Heads A'- APPROVALS: ZONING: ' I-%- ( —5ty' UTILITIES: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: - 5F fr- 19-Ifo Relvised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# /I - 233-f BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing - Walls Sheathing - Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door low Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: /RV 7 Pm.On ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Inspection DescriptionMinMax Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MEOHAN'ICAL BE+RMiIT Min Max Inspection Descril2tion Mechanical Rough Mechanical Final I Ell, Min Max Inspection Description Gas Underground Gas Rough Gas Final REVISED: June 2014 To] MILLENNIUM home design: of Florida, LLC NAME 3a ADDRESS CITYlTOWN MILLENNIUM HOME DESIGN OF FLORIDA, LLC 11501 Columbia Park Drive, #204 Jacksonville, FL. 32258 844-236-0999 CRC 1328759 e DATE 3 o_0I. STATE f-LA ZIP_ 52 HOMEPHONE BUS. PHONE CELL PHONE ( I? -M -1 1;)E-MAIL ADDRESS: Gt G /J 6 aW l l . Lam" As used in this Agreement, the words we, us and our refer to Vlillemuum Home Design of Florida, ILC. and the words you and your re' o the customer. ITEMS PURCHASED TOTALA' UNITS SCREENS Half Full WINDOW COLOR IN VIN13M COLOR OUT Double Hungs YV Picture Window SIMINGGLASSdu ENTRY DOORS OF DOOR COIARAr DOOR COIOROUC 2 Lite Sliders 3 Lite Sliders Grids - # of Sashes Frosted Glass No. Top L j No. Bottom R TFIERNLAFLEICT IMPACT' Casements Other C'0( 1315Dg PAINTING, STAINING, DECORATING, REMOVAL AND REPLACEMENT OF BLINDS AND ALARMS ARE NOT PART OF THIS AGREEMENT. INITIAL We are not responsible for conditions beyond our control including condensation resulting from pre-eaieting conditions. Purchase Pace $ Cash Terms To Be Paid as Follows: Downpayment ' Is Ig 1st Day of Installation C] Cash or Check# Is Completion DEPOSITWILLBEHELDAT. Balance Due aim eio:' SunTrust Bank Balance Dus O af To be Flnanced , $ % rCashFinanuTerms: si m / . ti y °l b Cash arrangements 1/3on otda-, 2ldinscallatimimmplebon r7' The installation will begin on or about 0 and will be substantially completed by 0 I . It s n dP etm l by you that the Ibflowmg contingencies could ma ia](y c nge the estimated completion date stated above: InclerriLltrt wedther strrlces or other labor disruptions, non -availability, of materials ads of God, inability to obtain or qualify for financing, permits, variance approvals or HomeownerAseociations approvals. The buyer and the seller understand that with refeaenxx to the afnremietontd completion date, time is not of the esserm The work on the windows will commence upon anceptarcetfthisAgreement byNIU_IIVN l HOME DESIGN OF FLORIDA, The process of irrsfanationrequl rs the prepsrationcf site and the supply and irsta)laticncf prodxisdeaxnbed show with all mx0ary hardware. You agree to pay cash according to the terns shown above or, ifyour aed itis approved to sign a note provided by us frur paymentd'the amount due. You also agree to sign a completion certificate upon completion of the work If you fail to pay according to the above terms and have not signed our note, the entire unpaid amount becomes immediately due and you must pay a mlldxtion cost equal to our actual costs of collection, up to IVA of the total amrnmt you owe, plus atb=,ey+s files and court casts. In adclition, you understand that by Ikilmg to pay according to the above tams, the selier may have a dawn against ym winch may be infrared against your property in accadarce with the applicable lien laws Ifym carrel this agreement at any time sulrequentto maid nightaf the third bus mess day after the date ofthe agreement and prior to the startdf the work ycu ague to pay Lis the difiaence between o restimette oftheoostdf mateialandlabcr and the amount ofthe total sale (our lostprout). We-deaPrt>e the right to carrnl this agrcenent at any time widurt thirty days of the date of this agreement. If we cancel, you will be promptly notified in writing by an authorized dficerafMIILEI INNM HOMEDFSIGN OF FIARIDq LLC. If we cancel, we will promptly return amydbwn paymrert(s) ynrlaw made. NOTICE OF RIGHT TO CANCEL This is a have sotidration sale, and if yw do not want the goods or services, you may cancel Its agrearal by prmidrig w d3n notice b the Beier n fie person, by fi kvwn, or by mad. This notice must ndicala that you do not vArd the goads or services aid rW be delivered or postrnarkedbeforemidnig toff othidbusirms, day atthryousign ftsagreemait,theseWmayriotkapEdorpartcfcry cash dDwpayfrient NOTICE TO OWNER A Do not sign l is home i rp ovemaTt Vaernert Nlar k B. You are er>bfedloacopy oftheaglearler6ffithetime ymSign. C. This home arproerientageement maymdshamodgageordFterinseaeabalenonWpropertylhaoxidbebeclosedontVwdonotpay. Besse you urderst<rdalprDAwnsofff>eageernentbdome wsgn ACCEPTANCE —The prices, :pedficabos andmnddcrsare satisbdoryare hereby amepted. YarareatrlhmBdbdo1hev akasspedW P8yrnertw9be made as aimed above. DATE 2 0 16 CCIS OMERR r 1 iJ 1 1 _Q o 1 b SALESIVfAN:rOW) CUSMN ER 3 .2016 ADDrIlONALTER51SAND CONDITIONS ON" SIDE OFTHISAGREENIFINT City of Sanford Product Approval Specification Form Permit # Project Location Address, 1807 PALOMA AVENUE SANFORD, FL 32771 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun Horizontal Slider SLOCOMB HS777 16067.3 Casement Double Hung SLOCOMB DH677 16066.6 Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E. P. S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E. P. S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature j Applicant's Name ADAM WYZA Please Print} June 2014 BP200I03 CITY OF SANFORD 8/16/16 Application Inquiry - Fees 16:03:27 Application number: 16 00002334 Property . . . . : 1807 PALOMA AVE Fee Class/Type/Description Trans.amt A AF O1-APPLCTN FEE -BUILDING 25.00 Amt due Struct Permit Insp 25.00 Bottom Credit fees due: .00 Revenue fees due: 25.00 Total due: 25.00 Press Enter to continue. F3=Exit Fll=Change view F12=Cancel F10=Amt billed CITY OF**+ CUSTOMERRREECEIPT +* Oper: SCOTTA Type: OC Drawer: 1Date: 8/16/16 01 Receipt no: 175683 Year Number Amount20162334 1807 PALOMA AVE SANFORD, FL 32771 BP BUILDING PERMIT RECEIPTS 25.88 Tender detail CK CHECK 1752 $25.00Totaltendered $25.88Totalpayment $25.88 Trans date: 8/16/16 Time: 16:13:41 fiVED ftG G 1 20% City of Sanford Doors - Windows Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the foll.o ng: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 4y Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). tor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). C! Ce ! T Two (2) copies of the floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 i COCOPY Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By U3 Slocomb Windows and Doors Inc. 247 Old River Rd Wilkes-Barre, PA 18702 800) 248-5494 EXt243 nate.blackwelder@slocombwindows.com Luis Lomas rllomas@irlomaspe.com Windows Double Hung Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 t tpsrNvww9artdabutl rtq orgVPr1 apts_0.9$?Wam=wGEVXQwt gtFPmVt4bWrs°i6ziDlt rGlpoH 11ACJmi9;Ks<gnMNdODkC%3a 6sd iA 07/07/2015 01:15PM 9046832557 MHDS OF FLORIDA PAGE 02/11 77fBIS Florida Btitdrq Code OrtTina Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option A 07/06/2015 Fl- # Model, Dumber or Name Description 16066.1 1143 IMPACT DOUBLE HUNG 1143 IMPACT DOUBLE HUNG 48x72 WINDOW Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL16066 R2 C CAC 28fi. 1036.pdf FL16066 R2 C CAC 286-1096.PdtApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL1566 R2 C CAC 286-213 Rdf Quality Assurance Contract Expiratic 03/ 14/2019 Design Pressure: +50/-50 Other: FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CER17FIED (DEP-1). Installation Instructions EL16066 R2 II 08-01726C.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports ELjf 066 R2 AE 14-0423.17-COMP.pdf FL16066 R2 AE 14042317.1df FL16066 R2 AL 512407C.12df Created by Independent Third Party: Ye 16066. 2 143.195 DOUBLE HUNG 48X72 NON 143.195 DOUBLE HUNG 48X72 NON IMF IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R2 C CAC 286-1039.12df Quality Assurance Contract Expiratic ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 03/16/2019 Design Pressure: +50/-50 Installation Instructions Other: E 16066 R2 II ,08-01727A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party; Ye Evaluation Reports Fl- 16066 R2 AE 512408A.= Created by Independent Third Party: Ye 16066. 3 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44X: Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R2 C CAC_ _286-437CAR.pdF Quality Assurance Contract Expiratic ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/14/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: FL16066 R2 It 08-Q2733.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16066 R2 AE 513517.ndf Created by Independent Third Party: Ye 16066. 4 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44XE Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R2 C CAC 286-439CAR.pdf Quality Assurance Contract Expiratic ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 12/14/2015 W4z1Auww-# orJdaW1dl%Mj(PrV-aW 0-ai$p(tpa'am=wOEVXQwtDgtFPmcMN.DWrs•/&2tCtbIrl;tptH'iWJ,mWiKBrY4nMNcWi-okl-G%3d563d 214 07/07/2015 01.:15PM 9046832557 MHDS OF FLORIDA PAGE 03/11 nrr ns F106da Bblldihq Ca*Orfffne Design Pressure: +50.0/-50.0 Installation Instructions Other: I 16066 R II 08-0272%df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yc Evaluation Reports FL16066 R2 AEA 13513.2df Created by Independent Third Party; Ye 16066.5 1477.044 PVC DOUBLE HUNG 477.044 PVC DOUBLE HUNG 54"X72 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ! Yes Impact Resistant: No Certification Agency Certificate FL16066 R C CAC 286-1603CAR Rdf Quality Assurance Contract Expiratic 03/17/2019 Design Pressure: +55.0/-55.0 Installation Instructions Other: FL16066 R2 II 08-Q272$ Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16066 R2 AE 513512.12df Created by Independent Third Party: Ye 16066.6 677 PROTECH DOUBLE HUNG 40X63 677 PROTECH DOUBLE HUNG COMPOSI- NON IMPACT Limits of Use Approved for use in HVHZ: No Certification Agency Certificate EL16066 R2 C CAC 286-747.12df Quality Assurance Contract Expiratic 03/17/2018 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Installation Instructions Other: FL16066 R2 IT 08-01719A.Rdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third party: Ye Evaluation Reports EL16066 R2 AE 512400A.Rdf Created by Independent Third Party: Ye 16066.7 677 PROTECH DOUBLE HUNG 44X75 677 PROTECH DOUBLE HUNG COMPOSI- NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16066 R2 C CAC 286-74fijLdf Quality Assurance Contract ExpiraticApprovedforuseoutsideHVHZ; Yes Impact Resistant: No 03/17/2018 Design Pressure: +35/-35 Installation instructions Other; Fi 1 066 R2 II 08-01428A.p_df Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16066 R?_ AE 512050A.= Created by Independent Third Party; Ye 16066.8 677 PROTECH DOUBLE HUNG 54X72 677 PROTECH COMPOSITE REINFORCEN WINDOW 54X72 Limits of Use Certification Agency Certificate Approved for use in HVHZ; No EL16066 R2 C CAC 286-1396CAR.Pdf Quality Assurance Contract ExpiraticApprovedforuseoutsideHVHZ: Yes IImpactResistant; No Design Pressure: +50.0/-55.0 05/05/2019 Installation Instructions Other: FLjUff ( R2 IT 08-02727. pdf_ Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye j Evaluation Reports FL16066 RZ AE 513511.pdf Created by Independent Third Party: Ye It4'.(/vvw Aor.iderui4ng.arVprfpr appAspk-.{p rarn=wGEVXQwtDctfPmcMNDWr6"k2 thirGl"TWJmKbMY4nmN*TDkLS%3d%3d 3I4 07/07/2'015 01:15PM 9046832557 MHD5 OF FLORIDA PAGE 04/11 7I7Fd015. Florida Building Code Ci-Mne Baci!c avext CbntaCt Us :: 1940 North Mon ro 5 t, Tallahassee FL 321,99 Phone: 850-407-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2015 State of Florida.:: pr_ Ivacy Statement !: Accessibility tat( Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public-i electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conta to Section 455.275(1), Florida Statutes, effective Wober 1, 2012, licensees licensed under Chapter 455, F.S. must provide tF address if they have one. The emails provided may be used for official communication with the licensee. however email addres do not wish to supply a personal address, please provide the Department with an email address which can be made available t you are a licensee under Chapter 455, F.S., please click bgre_ Product Approval Accepts: HI® FF s:fMwwtiocriOsWIdin9- lAw—appo,itsP arn--WGE11XQwtDgWPM"NDWr9%2fCtbirG.PMTWjMPNG&Y4nMNddTDkW/oW/oad 414 07/07/20.15 01':15PM 904GB32557 MHDS OF FLORIDA PAGE 05/11 Doument TIUS: Structural Performance Doc No: FIRM 1311 -02 Rev No: 7 Page; 1 Ot: 1 YsToiq Certification Authorization Report Required By,. PRO R1-03 CAR & Product ID Number' 286 - 747.0 Issue Date' 10/26/2011 Revision Date: 1/28/2015 Expiration Date: 3/17/2018 Company Code: 286 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KC]) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product perrormance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com_ Licensee Information: Product Information: Slocomb Windows & Doors Model' 677 ProTech Comp Reinf Double Hung 247 Old River Road Operator Type: H Wilkes Barre PA 18702 Confg: IM Max Width: 40 Max Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 H-R55 1016x1600 (40x63) Qualifying Test Information: Test Report No: Test Report Expiration: ATI-A8491.02-501-47 3/17/2018 Authorized Signature: k" Digitally signed by Steven M. Urich Keystone Certifications, Inc. ON: cn=Steven M. Urich, o=Keystone 564 Old York Road, Suite 5 Certifications, Inc., ou, Etters, Pennsylvania 17319 011 urich@ keysto necerts.com, Phone: 717-932-8500 If/r"x bate: 2015,03.06 10.21:05 -05'00' Fax: 717-932-8501 WWW.K YSYONECRRTS.COM FWMKM Fd-! 0E5cf3pym OAIE AR'ik1YED A ACOED ®G£ DIMENSDIn ozvo i-5 R.L. NOTES: 1. THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2_ WOOD FIRMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER AL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. WHERE 1X 8L.CK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBIUTY OF THE ARCHITECT OR ENGINEER OF RECORD, 4, ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN TH£ DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 7. APPROVED fMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE M WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/44" MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPOONS WaH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMU?A EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATMS AND INSTALLATION DETAILS. 11, FOR ANCHORING INTO METAL STRUCTURE USE 08 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LE]NGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS /S SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED JN ACCOROANCE WITH ANCHOR MANUFACTURER'S INSTALLATION ILTSTRU`CT10NS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WA7H STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFlC GRAVITY OF G=0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTU C-90, GRADE N, TYPE 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM SUfVED. 03109,2015 5LOCO OfROAD RIVERDOORS47WILKES-- BARRE, PA 17802 KEAr TABLE OF CONTENTS 677 PROTECH DOUBLE HUNG WINDOW WITH COMPOSITE REINFORCEMENT 40" X 63' SHEET NO. DESCRIPTION NOTES AT. flF 1 NOTES owvtx: wec wa sew ' 'ARIi? . • t,,` 2 ELEVATIONS A.P, 08-01719 AL:_`t 1jT1TITi41 3 — 5 )NSTALLAT)ON DETAILS scats NTS ntitt 08/15/12 fsHont OF 5APL Cal HF-+ Ul L77 CDA OnCO WK? U1U1 vD Ci1m CD mN 40' MAX FRAME VADTH 6' MAX t 4MAX 0 C 6" ?JAX 6" MAX 13' M4X 63' MAX FRAME HEIGHT 3MAX 'I40" MkX FRAME WIDTH 6' MAX 12 b" MA}I AiAxO.c 5" M X 12` AX O.C, 63'" MAR FRAME HEIGHT 6' MAX DESPGNPRMURERAnW ( MPACTR4)'NSCi 5. 57.OPSF NONE OESC. gPROPJ ADDED EDGE GMENS'ORS CD J@ JN REVEMS ' m, F-` WE APPW W UI 03/ 09/15 R.L N UI LD @ A@ WN Y_Tl UI J 7/ 8' 3/ 32 ANN 3/32' At1N GLAZING BEA*BrFE ONE FMM LE SEALED ER SYSTEM 1/ 2EIWOR fXTEf00061E— SIDED ADNESNETAPESETTING BLOCK SIGNED: 03VW015 AND DOORS SLOCOM247OILLD°OWS RIVER ROAD WILKES-BARRE, PA 17802 Cc 677 PROTECHDOUBLEHUNGWINDOWYt• WITH COMPOSITE REINFORCEMENT 40" x 63" ELEVATIONS_ 4 r .'S` EjlRlO{;•5• rrf Ilga A}ti ?a`` Maw. ons NO. O8 REv A scuE NTS °` E .08/15/T2 s'w29OF 5 2 t7 co0 r 0 70H t7 D D 6) m 7/16" MIN. RluSMM EDGE DISTANCE RFV Mcarnm wo¢ APPRZA0 WOOD FRAMING METAL 11/15' MIN' A AHED EOGE OPAENS30NS 03/05/18 R.L. OR 2X BUCK STRUCTURE EDGE DISTANCE BY OTHERS 1 1 9 MIN. dBEDMENT BY OTHERS 1/4" MAX I r SHIM SPACE APPROVED APPROVED APPROVED 11j1 N DISTANCE d SEALANTSEALANT1/4M4X 1 4 MAX IM" SPACE SHIM" INTERIOR 1 8 WOOD n B SMS OR B8 SMS OR SCREW D SELF ORiLLING SELF DRIU_ING SCREW SCREWS INTERIOR METAL STRUCTURE M' TERIOR BY OTHERS APPROVED EXTERIOR Q COMPOSITE O SEALANT JAMB fNSTALLATICW DETAIL REINFORCEMENT laaoossa EXTERIOR o METAL 87RMTOREd+{4TA[r_ATKW np REINFORCEMENT REINFORCEMENT10000654 1 1/4" MIN. E? dBEOMEMT 1/ 4" MAX, SHIMSPACE EXTERIOR V 7/ 16- MIN- EDGE DISTANCE INTERIOR O P WOOD 98 SMS OR SCREW ° SELF DRILLING SCREW APPROVE[) APPROVED SEALANT 1/4' MAX, SEALANT SHIM SPACE 1/4' MAX. QFSHIMSPACEa WOOD SCREW WOOD FRAMING OR 2X BUCK 8Y OTHERS W000 FRA1 MG 1 1 4 M(N. METAL L APPROVED EXTERIOR SEALANT OR 2X BUCK EMBEDKENT STRUCTURE BY OTHERS BY OTHERS JAMB INSTALLA77OM DETAIL 11 j16" ?WJN. WOWFRAfbM ORRX8" M(S'TA[t,P,UN 7/ 16' MIN. EDGE DISTANCE SJGItiJEI7: ilOJ6 EDGE DISTANCE VERNAL CROSS SECTION VERTICAL CROSS SECTON FRAAmhr. ou2XBLrKffiZTALLA7XN METAL SMUCTURu ASTALLAW01V TItW03A3 SLOCOM9WINDOWSANDDOORStNE~t lT JrF. WOOD 247 OLR ORIVERROADWi NOTES: 677 PROTECH DOUBLE HUNG WINDOWJ. yERKA9A117EJCTERKX' 1F11NSNES,L1ro7xERs WITH COMPOSITE REINFORCEMENT 40" X 63" INSTALLATION DETAfLS NOTSFR0t17: FOR Gl1iR7iY.TAT NOTS2. PFRNSEMA AND JOINT SEALANT BYOTNERS TOM OESr. NEO VACGORDANCE NTFHASFAQ E2172 A r + _ 0 Mx• UAG no. eEv ! gA tflj IjWllr: sc.t: NTS WTE 00/15/12 —3 OF 5 m CD N_ NUl m LJl 0 3LO CD AOn 00W Nto Lnd co 0m Tlr 0 HC7 D 2 1/2" MIN, EDGE DISTANCE CONCRETE/MASONRY BY OTHERS d OP710NgL lk BUCK r 'a. ,' a Y' 1 1/4" MIN. EMBEDMENT 70 BE PROPERLY SECURED SEE NOTE 3 SHEET 1 4 APPROVED 1/4" MAX. SEALANT SHIM SPACE EXTERJOR 3/16" TAPCON INTERIOR COMPOSITE REINFORCEMENT 10000854 APPROVcO o 3/16 TAPCON SEALANT OPTIONAL 1k BUCK HIM MASPACC E SWIMTO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 "- I CONCRETE/ MASONRY a -` 1 1/4" MIN. BYOTHERS4o EMBEDMENT ate' e v d 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREr& WSONRY BQSTAW17YON Rcu47p1+ s OESCWnox 11E 11W1 A ADDED EDGE DIMEN40N5 I 03/05/15 Ai- 1 1/ 4- MIN. EMBEDMENT CONCREM/ MASONRY 8Y OTHERS OPTJONAL 1k BUCK y`v 1/ 4" MAX. TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SWEET 1 3/16" TAPCON 2 1/ 2' , MIN. EDGE D SFANCE •° . O INTERIOR APPROVED SEALANT E i EMOR JAMB INSTALLATION DEPrarL COOCRE70WASOA'RY & STauAVOY NOTES: 1. NTERJORANO FX7ERIOIRFOVISW8,, BY 07HERS, NOT'SJ1U0W FOR G"PJ7Y L PEAWETER ANO "T'SEALANT 8Y OTHERS 708E OEsiovEO 8V A=HDANCE WJ7NASYM E2A 12 SLOCOMB WINDOWS AND DOORS 247 OLD RIMER ROAD WILKES—BARRE, PA 17802 677 PROTECH DOUBLE HUNG WJNDOW WITH COMPOSITE REINFORCEMEN7 40" X 63° INSTALLAIION DETAILS A.P. 08-01719 SCALE HTS aT' 118/15/12 1 '-4 OF 5 SIGNED: 0310, qW15 m CD N , m F, C71 CD Lyi Lo 61 A01 O7W IQ01 01 APPROVED SEALANT BEHIND FIN ff8 WOOD SCREW 7/16` MIN EDGE DISTANCE I EXTERIOR 1 1/4" MIN, EMBEDMENT WOOD FRAMING BY OTHERS 1 /4" MAX. SHIM SPACE f INTERIOR COMPOSITE REINFORCEMENT 10000654 1/4' MAX 77Fi SHIM SPACE7/16" MINEDGEDISTANCE B WOOD WOOD SCREW APPROVEFRAMING SEALANT 1 1/4' MIN. Ely OTHERSEMBEDMENr BEHIND FIN EMBEDA1ENi VER77CAL CROSS SEC770IV PV" FR4WWG OR 2XBCCKWSTALLArM PElASgH5 orscnsngv oAh n rt oha AAUEJD EDGE DIWEMHI N8 f 03/06/I5 I RJ_. WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE 6 WOOD SCREW INTERIOR 1 1/4" m MIN. ir EMBEDMENTvf APPROVED SEALANT 7,NBEHIND FIN 7/ 16" M1 EDGE DISTANCE EJKTERlQR JAMB M7'ALLATIONDETAIL WOOD FRAMR'G OR2X BUCKJNSTALLI7TON NOTES: 1. JNTEMCXR ANO FXTEAA7s4 FWISHES, J3Yt)rHERS, NOT- SNOVi1VFOR CLARJTY. 2 PERALfETFR A.Ah7 JbW?SEALANT OrOrHiERS TO BCE PPSJGNED N AL>;£WD.MSCE MT74ASTJI,} Elf f2 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES- BARRE, PA 17802 677 PROTECH DOUBLE HUNG WINDOW WITH COMPOSITE REINFDRCEMENT 40" X 63" INSTALLATION DETAILS DRAM: oac no. A. P. D8-01719 soµ. E NTS OF 5 SIGNED.' 0"9Y2015 m i m E fJ. cD F-+ U1 CD NN CTl 3 LO CD A Ol00 W PJCJ1 313 a u 0 n r 0 H C7 DD G) m CD N N 07/07/2015 01:15PM 904683?557 MHDS OF FLORIDA PAGE 11/11 L..Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 ' rllomas@lriomaspe.com Manufacturer: Slocomb Windows and Doors 247 Old River Road Wilkes-Bmre, PA 17802 Engineering Evaluation Report Report No.: 512400A Product Line: 677 Protech Double Hung Window with Composite Reinforcement — 40" x 63" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01719 Revision A, prepared, Signed and seated by Luis Roberto Lomas P.E. 2. Report No.: A$491.02-501-47 signed and sealed by Lynn George P.E. Architectural Testing Inc, Springdale, PA AAMAIWDMAICSA 101/1.5.2/A440-05 Design pressure: * 56,14psf Water penetration resistance 8.36psf 3- Anchor calculations, report number 512400-17 prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: *55.Opsf Maximum unit size: 40" x 63' Units must be glazed per ASTM El300-04, see Installation instructions for glass details. This product Is not rated to be used in the HVHZ. This product is not Impact resistant and requires impact protection in wind borne debris regions. Frame material to be rigid PVC. Installation: Units must be Installed in accordance with approval document, 08-01719 Revision A. Ceitifrcadon of Independence: Please note that I don't have nor will acquire a financial Interest in ,any company manufacturing or distributing the product(s) for which this report is being issued, Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 5 .•„ de 5. A TAT' 0, { i.. All IN1; • . XZ. N.AL`•:. irr.t y 4 Luis R- Lomas, P.E. FL No.: 62514 03/09/2015 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Slocomb Windows and Doors Inc. 247 Old River Rd Wilkes-Barre, PA 18702 800) 248-5494 EXt 243 nate.blackwelder@)slocombwindows.com Luis Lomas rilomas@lrlomaspe.com Windows Horizontal Slider Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/WDMA/CSA 101]I.S,2/A440 Product Approval Method Method 1 Option A l:flvwvw_flo[Idabuilding.ore/PrlAr apP O.asp(?Wam=wOEVXQwtDgtFFMdYiN.t)WrxdtyBlfXyDKMb61 V9KP1F iCC5H3+V8dbGA4%3d°laid 1f3 07/10/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 02/10 7110"WIS Florida Building Code Onllne N' Date Submitted Date Validated Summary of Products 07/09/2015 FL # Model, Number or Name Description 16067.1 777 PROTECH SLIDER XOX 1/3-1/3- 777 PROTECH SLIDER XOX 1/3-1/3-1/3 1/3 REINFORCED NON IMPACT - Limits of Use Certification Agency Certificate Approved for use In HVHZ, No FL16067 R1 C CAC 286-757CAR.pdf Quality Assurance Contract EXpilratitApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/29/2018 Design Pressure: +30/-30 Installation Instructions Other: FL16067 R1 11 08-01720A,pdf Verified By: Luis Roberto Lornas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16067 R1 AE 512401A.pdf Created by Independent Third Party: Ye 16067.2 777 PROTECH SLIDER XOX 1/4-1/2- 777 PROTECH SLIDER XOX 1/4-1/2-1/4 1/4 REINFORCED NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16067 R1 C CAC 286-758CAR.pdf Quality Assurance Contract EXpiratltApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/29/2018 Design Pressure; +30/-30 Installation Instructions Other: FL16067 R1 II - Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports F1.16067 R1 AE 512402Agdf Created by Independent Third Party: Ye 16067. 3 777 PROTECH SLIDER XX 69X44 777 PROTECH SLIDER XX 69X44 COMPC NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ- No FL16067 R1 SAC 286-760CAR. Quality Assurance Contract Expiratit ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/29/2018 Design Pressure: +55/-55 Installation Instructions Other: L 6067 RI II 08-01723A.pdf Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Ye Evaluation Reports FL16067 R1 AE S12404A.pdf Created by Independent Third Party: Ye 16067. 4 777 PROTECH SLIDER XX 72X56 777 PROTECH SLIDER XX 72X56 COMPC NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16067 R1 C CAC 286- 9CAR<pdf Quality Assurance Contract Expiratic ApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 07/29/2018 Design Pressure: +35/-35 Installation Instructions Other: FL16067 RI II OE3-,Q1,77ZA,fd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: YE Evaluation Reports F116067 R1 AE 512403A.pd Created by Independent Third Party: YE tttpsJMwwiloridatold g.orgfpffprOpp tltl. Ot?p raln=WOE AQwtDVPmdYiNdWpcDlyNiliXyE)KMbWki9Kp1E3iCC.5N3yV8dfrbQA%gd-AM 2/3 07/10/2'015 02:08PM 9046832557 MHD5 OF FLORIDA PAGE 03/10 7YEbW15 Florida Budding CA.Online ruck Next Contact US :: 1940 North Monroe Street TallahassQ,gEL.32399 Phone- 850-482-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility State Under Florida law, email addresses are public records. If you do not want your a -Mail address released in response to a pubtic-I electronic mail to this entity- Instead, contact the office by phone or by traditional mail. If you have any questions, please conta to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tt address if they have one. The emails provided may be Used for official communication with the licensee. However email addres do not wish to supply a personal address, please provide the Department with an email address which can be made available t you are a licensee under Chapter 455, F.S., please click here . Product Approval! Accepts; mpr,:fmww.Rorld"ldirig,agfPrliX aPPdu,--O oc?param wGWXQMDWPmdYjtADWrXDlyfiliXyDKMbsV,lgKpjEiKC5H3yVBdtom°,63d" M 07/10/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 04/10 Docent Title: Doc No: FRlwl B1-07 Structural Performance Rev NO: 7 Page: of: 1 C ertif icati on Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 286 - 760.0 Issue Date: 1/18/2012 Revision Date: 7/7/2015 Expiration Date, 7/29/2018 Company Code: 286 This Certification Authorization Report (CAR) is Issued by Keystone CerflIcations, Inc_ (KCI) after full validation review, and Is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulaies in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can beverified atwww.keystonecerts.com. Licensee Information: Product Information: Slocomb Windows & Doors Model: 777 ProTech Slider XX 247 Old River Road Operator Type: HS Wilkes Barre PA 18702 Confg: EM/IM Max Width: 69 Max Height: 44 Referenced Standard: Product Rating: AAMANVDMA/CSA 101/1S2/A440-05 HS-LC55 1753xl118* (69x44*) Qualifying Test Information: Test Report No: ATI-B2080.03-501-47 Test Report Expiration: 7/29/2018 Authorized Signature: 2015.07.07 w1''`:1 4:30-04'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYGTONECE RTS.0 OM NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH RE )WREMENTS OF THE FLORIDA BUILDING CODE. 2_ WOOD FRAMING AND MASONRY OPENING TO BE OESJGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING 9S THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED OISSIMLAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE:. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. 'WINO LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCUTATIGNS. 5. FRAME MATERRI- EXTRUDED ROO PW. 6. UNITS ?AUS"T BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT NQTECTIVE SYSTEM IS REQUIRE FOR THIS PRODUCT IN NAAIO BORNE DEBRIS REGIONS. 8, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD HEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X BUC1X USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MWIMUM EMBEDMENT INTO SJBSTRAlE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANO INSTALLATION DETAJLS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/S6" TAPCONS WITH SUFFICIENT L.ENCTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SL18SMTE PATH 2 1/2" MINIMUM EDGE DISTANCE_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12- ALL FASTENERS TO BE CORROSION RESISTANT. 13.INSTALLATION) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS ASNO ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STF&kCTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BaOW, A. WOOD - MINIMUM SPECIRC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE:: STEEL 18GA, 33KS1 OR ALUMINUM 6D63-T5 1/8' THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 ELEYA110NS 3 - 5 1 INSTALLATION DETAILS AEH9cm DESCMPrCH RE%ASHO WSTALIATION DETAc5 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES-BARRE, PA 17802 777 PROTECH SLIDER XX WITH COMPOSITE REINFORCEMENT 69" X 44" NOTES pFAu RAG iq. A. P. 08-01723 NIS 1019E 0$/23/12 m F- F- m tJ m . F- OAM I AppwPw 1_T1 07/07/15 I R.L. SIGNED: 07/0&WIS I 1Om AOl CDW IJ U1 d n 09 TIr 00 F--I CJ D EJf0 9 OUT9 D fli$EOMA}sti l,\ m m m N . N CJ1 LOm A CD03 WN O1O1 v D DCi1 m mm F, m W000 PdAMING OR 2X BUCK BY OTHERS APPROVED SEALANT S WOOD SGREW EXTERIOR APPROVED Sa"NT WOOD FRAMING OR 2X BUCK BY OTHERS 7/15' MIN. DISTANCE MIN. MENT ACE F S WOOD SEW 1/4' MAX. JSHIM SPACE 1 1 f 4" MIN. EMBEDMENT 7f16' MIN. EDGE DISTANCE VERMAL GROSS SECTJON roaDFf?AA 0DR2X9UCKAVSTALLATfON NOTES: T. W ERFfOF?ANDJE TERORFW?&fES BYOTHERS. M T SHO WN FOR GLAR rrY 2 PERMETEF?AND A:)WFSEALANT 6YQTHO?STOBE DES[ ar&CD fN ACCORDANCE WTHA67M Elf f2 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERfOR APPROVED SEALANT MESA STRUCTUP BY OTHEP xEY130N5 v ocsexrrnox M 5c/E' MIN. VDGEDISTANCEA I REVISED INSTAUATION DUALS 1 / 4' MAX 3HN SPACE 8 SMS OR SELF DRILLING SCREW SMS OR F €] RILLING EW 1 / 4" MAX. SHIM SPACE MTE M"Dum 07/ 07 f 15 RL. 5/ 8' MIN. EOGE DISTANCE SIGNED: 07/O=15 SLQCaMB7 OLDDOWSRRoDoDdORS VER-MALCROSSSECTION af IAET7lL3TRUCTURE7NSTA2Z47K1W ViILKES—BARRE, PA 17802 y y,•GBB;l- 777 PROTECH SLIDER KX f 4. AT4 WITHCOMPOSITEREINFORCEMENT69" X 44" p INSTALLAT) ON 4£TAILS pOF tr:, ux7awr. o c ao. 08— D1 23 xer A fl f l}UALLiy ourNTS08/23/12 3 OF 5 0 0 CD 0F--1 L71 T7 0 OD LD C9 AO' 1 COW h} Ul 01J S CI coTI r 70 H d I> D G1m 0 N 0 In 5/8" MIN, EDGE DISTANCE 8 SMS Oft SELF UZILIJNG SCREWS METAL STRUCTURE 6Y OTHERS COMPOSITE: 1/4 t A7C. rNTER OR REINFORCEMENT SHIM SPACE 1001)O654. 1 1/4' MIN. EM8EDMENT 7/16 EDGE DISTANCE 88 WOOD SCREW WODO FRAMING OR 2X 13JCK HY OTHERS HE SSK64S REV DESCRIPTM OPIE APPR)WW A RENSEO INSP ATI0N DETAILS 07/07/15 R.L. rI/4' 6M. INTEMOA SHIM SPACE o APPROVE0 I=XTEROR APPROVED EXTEROR SEALANT SEALANT JAMB INSTAUA 77ON DETA& JAMB INS TALiAPON DETAE A!1=7AL S7RUCnARE N5TALMAI C4 WOOD FRAWdU OA 2X 8 UCK JNS TAUA 70N NOTES: 1. JN7IERJORAMDEKFERMFWkgHF$13Y07NERS NOTS7 OIWFORCLARITY. 2 PER.N4=ANDJIYNTSEAIANT&Y07NE]7STOSE DESJGAIEl)WACCCRCANCF WTTNASTVEXf2 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES—OARRE, PA 17802 777 PROTECH SLIDER XK WITH COMPOSITE REINFORCEMENT 69" X 44" INSTALLATION DETAILS awan: alc ego. A. P. OS-0172 3 scicF NTS lwx 06/23/12 T4 OF 5 COMPOSITE REI N FORCEM ENT 111000654 SIGNED: 07J0 W 15 01 4 w 4 tip s4 v-*fit'Elq` *`+'t% CD N m N CDF- CDn.1 CD OD 0 L.0C ACT) ODW N LIT DS.i1 m CD CD N C9 2 1 /2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS Ad 1 1/4" MEN. OPTIONAL 1k BUCK'EMBEDMENTTOHEPROPERLYSEClJRUDT11/4' MIN. SEE NOTE 3 SHEET 1 4 EM8EDMENT CONCRETE/MASONRY APSEA 1/4" MAX. 6Y OTHERS ° SHIN SPACE OPTIONAL lk B.1CIt TD 8E PROPERLY 3/16" TAPGON SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON EXTERIOR I L . _ . — II— I — ' Nr><,s"R REit90M5 FEY DMRPTM M7E 7PPN01F75 A I REY15LT1 INSTAumm OEfiNLS 07/137/I5 R.L n 1/4 MAST. SHIM SPACE o a 2 1/2" MIN. EDGE 9 - DISTANCE ` OUTEMOR COMPOSITE RfiNFORCEMENT 10000654 APPROVED EXTERIOR SEALANT TAMS INS TALLA TM DETAIL APPROVED I 3/16" T PCON CCACRE7FtMN0WYWSTALtATKW SEALANT 1/4" MAX. HQ7ER OPTIONAL 1k DUCK TO BE PROPERLY SHIM SPACE fNT&ATORAND EXMRiaRF=SHES• HYOT7ER$ SECURED NOT S401AW FOR ClAMTY. SEE NOTE 3 SHEET 1 P. PFSJCETERAA1DJOrNTSEALK9T ASME012fJSIGhL57fNl.LY.Yi 41 ANGE WITHAST1iE2liP CONCRETE/MASONRY 8Y OTHERS d + SIGNED: a7J0 2Q75 1 1/4-' MIN. EMBEDMENT SLIDUMB WINDOWS AND DODRS t11Ry1+t;iD4 a 247 OLIO RiYER ROAD t WILKES—BARRE, PA 17802 777 PROTECH SLIDER kX 10r. EDGE DfSLANCE WITH COMPOSITE REINFORCEMENT 69" X 44" INSTALLATION DETALLS R AT i z y:D 4E VER77CAL CROSS SECTION w v+ antc :o. xer E.bu Q ov, ff$i1111k4`,, LDrxYdE7sAcgSOV1RYkV57/,LCA7ADN A. 08' 53OF A APE NTS ° 08/23' /12 5 CD CD ti 01 CD 1v CD OC 3 LO Cal AcnCO WLJ LJl 01 2t7 co OTI rO 70 H t7n D m CDLo CD 07/10/2015 02:08PM 9046832.557 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 ' rllomas@lrlomaspe.com MHDS OF FLORIDA Manufacturer: Slocomb Windows and Doors 247 Old River Road Wilkes-Barre, PA 17802 PAGE 10/10 Engineering Evaluation Report Product Line: 777 Protech Slider XX with Composite Reinforcement T 69" x 44" Report No,: 512404A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1 _ Approval document: drawing number 08-01723 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E, 2. Report No.: B2080.01-501-47 signed and sealed by Lynn George P.E. Architectural Testing Inc, Springdale, PA AAMAMIDMAICSA 10111.S.21A440-05 Design pressure: t 55.0psf Water penetration resistance 8.36psf 3. Anchor calculations, report number 512404-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limltat/ons and Conditions of use. Maximum design pressure: 45.0psf Maximum unit size: 69" X 44" Units must be glazed per ASTM Et 300-04. This product is not rated to be used in the HVHZ. This product Is not Impact resistant and requires impact protection in wind bome debris regions. Frame material to be rigid PVC_ installation: Units must be installed In accordance with approval document, 08-01723 Revision A. Certlflcat/on of Independence: Please note that I don't have nor vvill acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 4 TAT:: '4: Luis R. Lomas, P.E. FL No.: 62514 07/07/2015 City of Sanford Building & Fire Prevention Division Residential Permit Card PERMIT NO. _ ISSUE DATE: CONTRACTOR: A IU N , U" Meo "*heV j JOB ADDRESS: TYPE OF WORK: Post this permit in a conspicuous location outside Approved plans must be posted with permit for inspection Leave all work uncovered until inspected and approved Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER BUILDING INSPECTION TYPE APPROVED REJECTED INSPECTOR ELECTRICAL INSPECTION TYPE APPROVED RF_IEC'TED INSPECTOR FOOTER INSPECTION ELECTRIC UNDERGROUND STEMWALL FOOTER/SLAB STEEL BOND FORMBOARD SURVEY T.U.G. / PRE POWER SLAB / MONO -SLAB ELECTRIC ROUGH LINTEL / TIE BEAM ELECTRIC FINAL SHEATHING - ROOF MECHANICAL INSPEC7ION TYPE APPROVED REJECTED INSPECTORSHEATHING - WALLS FRAME MECHANICAL ROUGH INSULATION ROUGH IN MECHANICAL FINAL DRYWALL/SHEETROCK PLUMBING INSPECTION TYPE APPROVED REJECTED INSPECTORLATHINSPECTION FINAL STUCCO/SIDING UNDERGROUND ROUGH FIREWALL SCREW TUB SET FIREWALL FINAL SEWER INSULATION FINAL PLUMBING FINAL FINAL SFR GAS INSPECTIONS INSPECTION TYPE APPROVED REJECTED INSPECTORROOF INSPECTION TYPE APPROVED REJECTED INSPECTOR GAS UNDERGROUND PIPE ROOF DRY -IN GAS ROUGH -IN FINAL ROOF I IGAS FINAL MISCELLANEOUS / FINAL INSPECTIONS INSPECTION TYPE APPROVED REJECTED INSPECTOR INSPECTION TYPE APPROVED REJECTED INSPECTOR PRE -DEMO FINAL DOOR FINAL DEMO FINAL WINDOW FINAL SOLAR PANELS IRRIGATION FINAL FINAL POOL SCREEN FINAL SCREEN ROOM FINAL UTILITY BUILDING FINAL BUILDING (OTHER) MOBILE HOME TIE -DOWN MOBILE HOME FINAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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, STATEAGENCIESOR FEDERAL AGENCIES FBC 105.3.3 REVISED: OCTOBER 2014 Inspection Line. 855.541.2112 TO SCHEDULE AN INSPECTION: Dial855.541.2112 Provide the items requested during the message The type of inspection requested must be scheduled under the appropriate permit type Follow the prompts To Schedule Fire Inspections: Please call 407.562.2786 *** PLEASE NOTE: Inspections scheduled by 3:30 p.m. will be conducted the next business day. If you experience difficulty, please call 407.688.5150 Monday - Thursday 7:30 am - 5:30 pm for assistance. BUILDING FOOTER STEMWALL FORMBOARD SURVEY SLAB / MONO -SLAB LINTEL / TIE BEAM SHEATHING - ROOF SHEATHING - WALLS FRAME INSULATION ROUGH -IN DRYWALL /SHEETROCK LATH INSPECTION FINAL STUCCO / SIDING FIREWALL SCREW FIREWALL FINAL INSULATION FINAL FINAL SFR ROOF ROOF DRY -IN FINAL ROOF PRE -DEMO FINAL DEMO FINAL SOLAR PANELS FINAL POOL SCREEN FINAL UTILITY BUILDING MOBILE HOME TIE -DOWN Miscellaneous Notes: AUTOMATED INSPECTION SYSTEM CODES ELECTRICAL 104 ELECTRIC UNDERGROUND 211 102 FOOTER / SLAB STEEL BOND 221 147 T.U.G. 216 103 PRE POWER FINAL 218 105 ELECTRIC ROUGH 212 106 ELECTRIC FINAL 213 MECHANICAL115 109 MECHANICAL ROUGH 409 110 MECHANICAL FINAL 410 PLUMBING131 132 UNDERGROUND ROUGH 322 130 TUB SET 312 120 SEWER 311 143 PLUMBING FINAL 313 113 GAS 138 GAS PIPING UNDERGROUND GAS ROUGH -IN 328 314 116 GAS FINAL 315 111 MISCELLANEOUS / FINAL INSPECTIONS 144 FINAL DOOR 136 126 FINAL WINDOW 137 134 IRRIGATION FINAL 321 139 FINAL SCREEN STRUCTURE 127 124 FINAL BUILDING - OTHER 112 145 MOBILE HOME BUILDING FINAL 146 REVISED: OCTOBER 2014 Inspection Line: 855.541.2112 i Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Slocomb Windows and Doors Inc. 247 Old River Rd Wilkes-Barre, PA 18702 800) 248-5494 EXt 243 nate.blackwelder@slocombwindows.com Luis Lomas rllomas@ldomaspe.com Windows Double Hung OSANFORDCertificationMarkorListing Keystone Certifications, Inc. Keystone Certifications, Inc. 16-2334 Standard AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 SJMWWAOrldabutldifg%VWYiX app_Off.g$pX?pram=wGE1 XCWtDgtFPmd1'iNDWr,9oA21CIhlrGI.PMTWJmKhK8iY4nMNddtDkf.g%3doA3d 74 07/07/2015 01:15PM 9046832557 MHDS OF FLORIDA PAGE 02/11 7/7015 Flaida Build no Corte Ovine Product Approval Method Date Submitted Date Validated Summary of Products Method 1 Option A 07/06/2015 FL ## Model, Number or Name Description 16066.1 1143 IMPACT DOUBLE HUNG 1143 IMPACT DOUBLE HUNG 4802 WINDOW Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK NORTH AMERICA AAMA CERTIFIED (DEP-1). Certification Agency Certificate FL16Q65 R2 C CAC_,Z$, -16. 036-pdf FL16066 R2 C CAC 286-1096 pdf EL16066 R2 C CAC 286-2J3 pdf Quality Assurance Contract Expiratic 03/14/2019 Installation Instructions EL16066 R2 II_0808-01726C,df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL15066 R2 AI; 14-0423,.17-COMP.pol FL16066 R2 AE 14042 FL16066 R2 At 512 07 Created by Independent Third Party: Ye 43.195 DOUBLE HUNG 48X72 NON16066.2 = Ili 143.195 DOUBLE HUNG 48X72 NON IMF M PACT Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other' Certification Agency Certificate EL16066 R2 C CAC 286-1039.12df Quality Assurance Contract Expiratic 03/16/2019 Installation Instructions EL16066 R2 II 08-07 727A pdf Verified By: Luis Roberta Lomas 62514 Created by Independent Third Party; Ye Evaluation Reports FL16066 R2 AE 512408A.pja Created by Independent Third Party: Ye 16066.3 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44X. Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FLIG066 R2 C CAC 2 -4 Quality Assurance Contract Expiratic 12/14/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: EL16066 R2 II 08=72733.pdt Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL1-f1Q56 Rz At= 513s17.0 Created by Independent Third Party: Ye 16065.4 477 WINDBLOCKER DOUBLE HUNG 477 WINDBLOCKER DOUBLE HUNG 44XE Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate F1.16066 R2 C CAC_28fi439CAR.pdf Quality Assurance Contract Expiratic 12/14/2015 S1nNwvv acidabuttdicg a prier ape d-as3zrCtPaam=wGEVXQwtDgtFPmMN.bWr9OA2fCtbIrG"TWJmKit&Y4r.nNck TDklg%3oB6M 24 07/07/2015 01:15PM 9046832557 MHDS OF FLORIDA PAGE 03/11 rirr na Florida Wlditg Cc*Oriltne C-A uesign Pressure: +50.0/-50.0 Installation Instructions Other: EL16066 R2 II f Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yt Evaluation Reports ELU066 R2 AF 513513,pdf Created by Independent Third Parry: YE 15066.5 477.044 PVC DOUBLE HUNG 477.044 PVC (DOUBLE HUNG 54"X72 Limits of Use Certification Agency CertificateApprovedforuseinHVHZ: No FL115066 R2 C CAC - 603C Approved for use outside HVHZ: Yes Quality Assurance Contract ExpiraticImpactResistant: No 03/17/2019 Design pressure; +55.0/-55.0 Installation Instructions Other: FL16066 R2 T1 08-Q2728.Wff Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16066 R2 AE 513512.pdf Created by Independent Third Party: Ye 16066.6 677 PROTECH DOUBLE HUNG 4QX63 67 OUBLE HUNGCOMPOSI- Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL16066 R2 C CAC Approved for use outside HVHZ: Yes Quality Assurance Contract Expiratic Impact Resistant: No 03/17/2018 Design Pressure: +55/-55 Installation Instructions Other; FL16Q66 R2 [I_OS-01719A. Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports EL16066 R2 AE 512400A_pdf Created by Independent Third Party: Ye 16066. 7 677 PROTECH DOUBLE HUNG 44X75 677 PROTECH DOUBLE HUNG COMPOSI- NON IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL CAC 2 f Approved for use outside HVHZ; Yes Quality Assurance Contract Expiratic Impact Resistant: No 03/17/2018 Design Pressure: +35/-35 Installation Instructions Other: fJ X.6056 R2 II QR-Q,L428A.pdf Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16066 RZ AE 1 Created by Independent Third Party; Ye 16066. 8 677 PROTECH DOUBLE HUNG 54X72 677 PROTECH COMPOSITE REINFORCEN WINDOW 54X72 Limits of Use Certification Agency Certificate Approved for use in HVHZ. No FL16065 R2 C CAC 286-1396CAR.paf Quality Assurance Contract Expiratic ApprovedforuseoutsideHVHZ: Yes Impact Resistant; No 05/05/2019 Design Pressure: +50.0/-55.0 I Installation Instructions Other: FL16066 R2 II o - f Verified By; Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports AE 513 Created by Independent Third Party: Ye ttipS`. OwmJloridaWlang.arjgllxlpr app O.asW?pwam=wGEVXOMDgtFPmdYiKDWrOPh2lCiwrGIpOHTWJmKhMY4nMNddTDkLg%3d%3d 30 07/07/2015 01:15PM 9046832557 MHDS OF FLORIDA 7171 IS' Florida B ilding (Code Caging PAGE 04/11 Bac$t Next ontact Us :: 1940 North ..Mon rti _ S t, Tallahassee FL 32199 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. Copyright 007-2015 State of Florida.:: pr_ Ivacy Statement :: Accessibility tat( Under Florida taw, email addresses are public records. If you do not want your e-mail address released in response to a public-F electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please conta to Section 455.275(1), Florlde Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tF address if they have one. The emails provided may be used for official communlCation with the licensee. However email addres do not wish to supply a personal address, please provide the Department with an email address Which can be made available t you are a licensee under Chapter 455, F.S., please click bgriL, Product Approval Accepts, no ® I ss:Uwwtw.goridebuildicg_txWgf 1pr app d8;afspu?param=wGEVXOwtDgWPm"NOWr9%=IblrGlpOFiTWJmKhf(NY4nMNddT'Dklq°fo3t Aid 414 07/07/2015 01:15PM 9046832557 MHDS OF FLORIDA PAGE 05/11 Document Titit Structural Performance Doc No: FPA BI -02 Rev No: 7 Page; 1 oe 1 YSTON Ccarrr*xuAllONw ua Certification Authorization Report Required By: PRO 81-03 CAR & Product ID Number: 286 - 747.0 Issue Date: 10/26/2011 Revision Date: 1/28/2015 Expiration Date: 3/17/2018 Company Code: 286 This Certification Authorization Report (CAR) Is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardzed evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product perrormance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels_ Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. I Licensee Information, I Product Information: I Slocomb Windows & Doors 247 Old River Road Wilkes Barre PA 18702 Model: 677 ProTech Comp Reinf Double Hung Operator Type: H Config: lM Max Width: 40 Max Height: 63 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 H-R55 1016x1600 (40x63) Qualifying Test Information: Test Report No: ATI-A8491.02-501-47 Test Report Expiration: 3/17/2018 Authorized Signature: Digitally signed by Steven M. Urich Keystone Certifications, Inc. DN: cn=Steven M. Urich, o=Keystone 564 Old York Road, Suite 5 1b!p fications, Inc., ou, Etters, Pennsylvania 17319 bra X Gsurich@keystonecerts.com, Phone: 717-932-8500 fr Date: 2615,03.06 10;21:05-05-00' Fax: 717-932-8501 W W W-KEY570NE,Cr;RTS.0 OM RLiralows FR! uE5cRpn 1 DATE A14MIW A AOOEO ®GE RMEN310% 03/OSjl5 R.L. NOTES: I. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER All LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTXINAL. WHERE 1X 8" IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL. EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZER PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS. 7. APPROVED fMPACT PROTECTIVE SYSTEM IS RE4UIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR V47H LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAYIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCONS WaH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDNENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRICTURE MIERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. i2. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCOROANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOF BE USED IN SUBSTRATES W17H STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3092 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTU C-90, GRADE N, TYPE 1 (OR GREATER), 0. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6O63-T5 1/8" THICK MINIMUM SIGNED, aW9MIS SLOCOi 47WO WINDOWSDOORS ROAD t`ssL _ a NILKES-BARRE, PA 17602 TABLE OF CON7ENTS B77 PROTECH DOUBLE HUNG WINDOW Y! 0 WITH COMPOSITE REINFORCEMENT da" X 63" - SHEET NO. DESCRIPTION NOTES 1 NOTES w ka 2 ELEVATIONS A.P, vfvm 08-01719 A f711 nT0ti t. 3 — 5 INSTAL-LATION DETAILS nc NTS °h 08/15/12 $N°ETi OF 5 AFFL CD i m i Nm N U1 l9 N LJ10 3 U] CDA 0nCO WN LnUl- D Eim CD0-1 N 40' MAX FRAME WIDTH 6' MAX 4 mkx 0 C 6" tJAX 6' MAX 13' M+IO{0.0 63" MAX FRAME HEIGHT a, MAX 40" MAX FRAME WIDTH 6' MAX 12 S" MAX MAX O.0 6" MAX 12' MAX O.C. MAX FRAME HEIGHT 6' mm oFsrruaPrrt~sstur aa7lx rrewacraarml0 55.OPSF NONE cEscapnow ADDED mliE DIMENSIONS CD @ flEtTa'1a4'IS @ QATE tPP11OhU rn CD 43/QSf15 R.L 7/8' 3/32 ANPf 3f32' h£IN GLAZING BEA* lBrFE SILICONE FOAM LE SEALED CER SYSTUM i/2EMOR EX7 OOUBIE—SIDED ADHESIWE TAPE SETTING BLOCK SIGNET): 03DW015 SLOCOh247 WIN01.06OWS AND DOORS RIVER Rahn WILKES- BARRE, PA 17802L f,Ef! 677 PROTECH DOUBLE HUNG WIRDOW WITH COMPOSITE REINFORCEMENT 40" X 63" Are ELEYATLONS_ r 9R14i`•` omxxaacwo. rav 08 9 A 1i seiseNTS — 08/15/12 2OF 5 3 LO CD A ' Ol @W NUl cnD a) m 7/16" MIN. Kms m EDGE DISTANCE x MCF& ON ¢trt woZurEu WOOD FRAMING OR 2% BUCK METAL STRUCTURE 11/16" MIN. EDGE DISTANCE A ADDED EDGE OPAENSICNS 03/05/15 R.L. 13Y OTHERS 1 1 4 MIN. dBEDMENT BY OTHERS 7/ 4 MAX. SHIM SPACE APPROVED APPROVED 11/1 IM6 . EDGE DISTANCE SEALANT T 4 t4kr SEALANT T/4' MAk. HIM SPACE SHIM SPACE IN7'ERJQRI 8 WOOD 8 SMS OR 8 SMS OR SCREW SELF OwU-ING SELF' DRILLING SCREW SCREWS 1NTERJOR METAL INTERIOR STRUCTURE BY OTHERS APPROVED EXTERIOR p COMPOSITE REINFORCEMENT o JAMBVSALLATJaVDETAIL 10000654 EX7 RJ f3 COMPOSITE hAETALSTW TUREffif5TACf-.4i7m REINFORCEMENT 1OG00654 1 1/4" MIN. 1/4" MAX. EXTERJOA U EMBEDMENT SHIM SPACE 7/16 EDGE DISTANCE INTERIOR p k8 W000 pS SMS OR 8 WOOD SCREW o SCREW SELF DRILLING SCREW APPROVED SEALANT 1/4' Mdk, APPROVED SEALANT WOOD {RAMING n SHIM SPACE 1/4' MAX. OR 2K BUCK 8Y OTHERS SHIM SPACE YlOOO FRAMHIG 1 1 4 M(N. METAL APPROVED EXTERIOR OR 2X BUCK EMBEDMENT STRUCTURE SEALANT BY OTHERS HY OTHERS IAMB INSTALL477GW DETAIL 11/16" wN. WOW FRAmff%GC)R2XB"NV57ACLAVON 7/16' MIN. EDGE DISTANCE EDGE OISTANCE SIGNED: OSV912015 VERTICAL CROSS SECTM Yt 7 fRAMJ.U^OR2xBGCx M1SrALLA710,M V,ERTJCAL CROSSSECTION META LSTRUCTURE-ASTALLAWON SLOCOMB WDOWS AND DOORS 1>3j11 247 OLA RIVER ROAD WiLKES-BARRE, PA 17802 oFAE,g .` y NOTES: 1.MT7EaJ10t9AND Bx71oR1F7hvsxEs,>3rnTr,iEraA SMITH 677 PROTECH DOUBLE HUNG WINDOW ky - COMPOSITE REINFQRCEMENi 4A" X 63" NOT SHDKWFOR GARrTY. INSTALLATION DETAILS TAT ~ 2.PERMSE' 7FAAND JOINTSEALANT OESr-VEO WACCORDANCE W THASTME2Y72 fix' 9 A Nis NTE OB/15/ 12T30F 5 CD Cv n m N CTI m CTI 0 3 Lo Am CO CJ Ir? CT1 cal t7co 0l lr 0 a nI> ii m CD CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK — TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 APPROVED SEALANT EXTERIOR APPROVa) SEALANT OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE tea, 1 1/4-" MIN. 4' EMBEDMENT 4 1/4 MAX. SHIM SPACE 3/16" TAPCON INTERIOR r 3/16' TAPCON 1/4` MAX. SWIM SPACE T 2 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION OOAACfiE'ibA gaNRYMCSZALLA7TON I 1 1/4" MIN. EMBEDMENT REUSM RtY oFsownon DATE evvravJFD A ADDED EDGE DIWENSMNS 03f05 15 A.L. 1 1/4- MIN. EMBEDMENT CONCRETE/MASONRY 8Y OTHERS OPTIONAL 1X BUCK o 1/4" MAX. TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON v' rWERIOR 2 1 /2' 1 MIN. DOE DfSTAhlC>= r. E APPROVED SEAUNT EJCfEf{JOR JAMS INSTALLATION DETAIL CW0RETE A49OA'Rr&SrALLAPav NOTES, WTERFaRANOSaERdaVVFQ1ASNES, BY07HERS, NOTSI U0W FOR GUPJr(.. 2. PERIMETER AND "T SEALANT BY 07WFIS TO BE OF-WV&ED AV ACLIOHDANCE MTHASTO FPt 12 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD Y/ILKES—BARRE, PA 17802 677 PR07EC)i DOUBLE HUNG WINDOW WITH COMPOSITE REINFORCEMEN7 40' X 63" INSTALLATION DETAILS D &M. UIIO No. A.P. 08-01719 scuE NTS — 08/15/12 —4 OF 5 SIGNED: O& 9/2015 m m. K3m F- Ul mF3 F-+ LTI0 LO mA ' m00 wIJ Ln01- 7> 9) m m LO APPROVED SEALANT BEHIND FIN k8 WOOD SCREW 7/16` MIN J - EDGE DISTANCE EXTERIOR 1 1/4" MIN. EMBEDMENT WOOD FR MING BY OTHERS 1 /4" MAX. SHIM SPACE I NTERtOR COMPOSITE REINFORCEMENT 10000654 1 /4' MAX 4 ` SHIM SPACE 7/16" MIN EDGE DISTANCE B WOOD WOOD SCREW APPROVa O FRAMING SEALANT 1 1/4-- MIN, 8Y OTHERS BEHIND FIN EAIBED11ENi VERTICAL_ CROSS SEC7701V W OOO FRAMW(3 OR 2KBLCKWSTALLATlIC71V PEbIS109G FMV oEsrnvnow n1TE nnRvco h I AOOED EDGE DMUMIONS Qif06f IS R.l. WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE a wooD SCREW IINTERLOR 1 1 /4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAE HOOD FRAAWVG OR2X BUCKJIMSTAl dA7TON U07F_S: 1. INTEHTOR ANO EXTEAd719 FJN1Sh- ES, 9YOTHERS, N0T6hV WF0RCZAR1rr. 2PEHA4fETiERN10JOA $&4LAMrBYDrHERSTOO OESJONED MJ ACCORD.MOC WTHASM E2TT2 SLOCOMB WINDOWS AND DOORS 247 OLD RIVER ROAD WILKES-BARR£, PA 17802 677 PROTECH DOUBLE HUNG WINDOW WITH COMPOSITE REINFORCEVENT 40" X 63" INSTALLATION DETAILS Rom; oec No. 08-01719A. P. s'" NTS mTE 08/15/12 Is ..T5 OF 5 SIGNED.' nV9120I5 1.1F m Q: NoCS) H cn t!D Ul H LO mA - 01OD wIJ LTIm 3 C7Lo 0 9 r 0 H aD I> m f-+ CD F-+ N 07/Er7/2015 01:15PM 9046832557 L..Roberto Lomas P.E. 233 W. Main St Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com MHDS OF FLORIDA Manufacturer: Sloeomb Windows and Doors 247 Old River Road Wilkes-Barre, PA 17802 PAGE 11/11 Engineering Evaluation Report Report No.: 512400A Product Line: 877 Protech Double Hung Window with Composite Reinforcement — 40" x 63" Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method I(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: I. Approval document: drawing number 06-01719 Revision A, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: A8491.02-501.47 signed and sealed by Lynn George P.E. Architectural Testing Inc, Springdale, PA AAMAIWDMA/GSA 101/i.S.2/A440-05 Design pressure: ± 55.14psf Water penetration resistance 8.36psf 3. Anchor calculations, report number 512400-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Llmfttions and Conditions of use: Maximum design pressure: *55.Opsf Maximum unit size: 40" x 63" Units must be glazed per ASTM El300-04, see Installation instructions for glass details. This product Is not rated to be used in the HVHZ. This product is not Impact resistant and requires impact protection in wind borne debris regions. Frame material to be rlgld PVC. Installation. Units must be Installed in accordance with approval document, 08-01719 Revision A. Certification of Independence: Please note that I don't have nor will acquire a financial Interest in'any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 Luis R_ Lomas, P.E. FL No.: 62614 03/09/2015 Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfled By Stocomb Windows and Doors Inc. 247 Old River Rd Wilkes-Barre, PA 18702 800) 248-5494 Ext 243 nate.blackwelder@slocombwindows.com Luis Lomas rllomas@lrlomaspe.com SANFORD Windows # 1 6 - 2 3 3 4 Horizontal Slider Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA/WDMA/CSA JOX/I.S,2/A440 Product Approval Method Method 1 Option A Ips'llWww-fl0rkh3W1Cfirq o WPrtPramp-dtl.aepD(?p3ram=wOEVXOvdDq FPmdYINVVrxDiygliXyDKMb61NgKpjEilT,5H3yV&B) A%8d%gd 1/3 07/1-0/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 02/10 V1=16 F16rida Building Code Online Date Submitted Date Validated Summary of Products 07/09/2015 FL # Model, dumber or Name Description 16067.1 777 PROTECH SLIDER XOX 1/3-1/3- 1/3 777 PROTECH SLIDER XOX 1/3-1/3-1/3 REINFORCED NON IMPACT Limits of Use Approved for use In HVHZ., No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Certification Agency Certificate FL16067 R1 C CAC 286-757CAR.1df Quality Assurance Contract Expirati( 07/29/2018 Installation Instructions FL16067 R1 II 08-01720A.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL1067 R1 AE 512401A.pdf Created by Independent Third Party: Ye 16067. 2 777 PROTECH SLIDER XOX 1/4-1/2- 1/ 4 777 PROTECH SLIDER XOX 1/4-1/2-1/4 REINFORCED NON IMPACT Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Certification Agency Certificate FL16 67 Ri C CAC 286-758CAR.pdf Quality Assurance Contract Expiratic 07/ 29/2018 Installation Instructions FL16067 R1 II - Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports F1 16067 R1 AE 512402A,pdf Created by Independent Third Party: Ye 16067. 3 777 PROTECH SLIDER XX 69X44 777 PROTECH SLIDER XX 69X44 COMPC NON IMPACT Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Certification Agency Certificate FL16067 R1 CAC; 286-760CAR.12df Quality Assurance Contract Expiratit 07/ 29/2018 Installation Instructions Other-_ F116067 R1 II 08-01.723A.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports FL16067 R1 AE 512404A.pdf Created by Independent Third Party: Ye 16067. 4 777 PROTECH SLIDER XX 72X56 777 PROTECH SLIDER XX 72X56 COMPC NON IMPACT Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure. +35/-35 Other: Certification Agency Certificate FL16067 R1 C CAC 286-752CA&42df Quality Assurance Contract Expiratic 07/ 29/2018 Installation Instructions FL16067 R1 II 0EL-Q172ZA-Pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Ye Evaluation Reports Fl 16067 R1 AE 512403A pdf Created by Independent Third Party: Ye itt7SJMNww- fEaidaW[( irg.oaprJprapp-M.aspX?Wamt wGMAQMDgtFPmdYiNDWrxD"iXyDKMb&Vg,KA E3KC.SH3yVi tcbGA%gd°,-8d M 07/10/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 03/10 7/10/2015 Fl6rlda SO Ung Cxle.•Qnline Fack Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Rhone 8 0-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility State Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -I electronic mail to this entity- Instead, contact the office by phone or by traditional mail. If you have any questions, please conta to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide tt address if they have one. The emails provided may be used for official communication with the licensee. However email addres do not wish to supply a personal address, please provide the Department with an email address which can be made available t you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: lid® t %r,:f Nww.florld&AlcGmoTcgvIr r_vp utispoc?param=wGEVXQMDWPmd,YNDWrYDhr iXyDKMb61NgKpjEiKOSH4NMbWl°, M6 d 313 07/1.0/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 04/10 Do rnent Title: Doc No: FRM B1-02 A Structural Performance Rev NO: 7 Page: 1 Of: YS ONZSYT 1 Certificati on Authorization Report Required By: PRO CAR & Product ID Number: 286 - 760.0 Issue Date: 1/18/2012 Revision Date: 7/7/2015 Expiration Date: 7/29/2018 Company Code: 286 This Certification Authorization Report (CAR) is Issued by Keystone Certifications. Inc_ (KCI) after full validation review, and Is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com. Licensee Information: Slocomb Windows & Doors 247 Old River Road Wilkes Barre PA 18702 Product Information: Model: 777 ProTech Slider XX Operator Type: HS Config: BM/IM Max Width: G9 Max Height: 44 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/1S2/A440-05 HSrLC65 1753xl118* (69A4*) Qualifying Test Information: Test Report No: ATI-B2080.03-501-47 Test Report Expiration: 7/29/2018 Authorized Signature: 2015.07.07 0:14:30-04'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYGTO N>; G k RTs. C 0 M HEH90lJ4 OE9CfUPf 10N WIE a r'iPPlW REY M MTAttAT10N DETAAS 07f07/15 R.L. NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING iS THE RESPONSIBILITY OF THE ARCHITECT OR EN(ANEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED OISSIMILAR MATERIALS MUST B£ SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL_ EXTRUDED ROO PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WDJD BORNE DEBRIS REGIONS. SHIM AS REQUIRED AT EACH 1NSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK SO BE 1/4". 9. FOR ANCHORING INTO WOOD FRAMING OR 2X 8UC1C USE 68 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MWIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10. FOR ANCHORING INTO ?JASONRY/CONCRETE USE 3116' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE PATH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE; ANCHORS AS SHOWN IN ELEVATONS AND INSTALLATION DETAILS. 12. ALL FASTENERS TO BE CORROSION RESISTANT. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT 9E USED IN SUBSTRATES WITH STREEVGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STREHGIH OF 3,192 PSI. C. MSONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 COR GREATER). D. METAL STRUCTURE: STEEL 180A, 33KSL OR ALUMINUM 6063—T5 1/8' THICK MINIMUM SIGNED: 07/0&2015 SLOCOMB WINDOWS AND DOORS Dr 6#l 247 OLD RIVER ROAD WILKES—BARRE, PA 17802 y fiv, 41t+ENg p; 777 PRDTECH SLIDER IiXTABLEOFCONTENTSWITHCOMPOSITEREINFORCEMENT69" X 4d° 6. SHEET ND. DESCRIPTION NOTES ArO ty,t1NOTESoannunrtcHa. n r' `j, Rt JpG:;•` 2 ELEVATIONS A.P. D$-01723 A All HTS 08/23/12 I --1 OF 5 3 — 5 INSTALLATION DETAILS m m NCal LTl I LO CalA On00 WN LnUI v C7 co O9 TIF— O70 r-i C7 7> DS.i1 m m Lil m CD Nm L N mF-' U7 I LDm - AOn OD WN U1U1 v 3 Cl LO O9 TIr O70 f i d D m m m WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT 8 WOOD SCREW FXTERJOR MIN. DISTANCE MIN. ENT I ACE T f14T!"RJOR fS WOOD SCREW APPROVED 1/4" MAX. SC"NT , SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 7110' MIN, EDGE DISTANCE VERMAL CROSS SECTJOIN WOED- FRAMNG CR 2X 6UCK MLSTALLATfUN MOTES: Y. Wr RfORANDJFXTEFJORFW?SHES SYOTFAERS, M7T SH0KV FA4 GLAFtJTY 2 pERU{ETERAND daMSEALANTerOTHERS TOBE DiESfGWD N ACG0R0ANGE MTHA6M E2112 METAL STRUCTURE 8Y OTHE'RS APPROVED SEALANT C- XTERfORAPPROVED sEALmr MESA STRUCTUF BY OTHEF Rfl19DN5 5/ B' MIN. REv oesceiPnox EDGE DISTANCE A I REVISED NSTALLATFON DETAILS n 1/ 4.. MAX. 3HHM SPACE 8 SMS OR SELF DRILLING SCREW SMS DR RILIJNG EW 1/ 4" MAX. SHIM SPACE wTf APPROVED 07/ D7/15 R.L. 5/ 8' MIN. EDGE DISTANCE SIGNED: 07J0 2015 SL4CO247WOLDDV ANDDOORS V€RTJCALCROSSSECTION RIVER WILKES—BARRE, PA 17RO2 ti •\G F.Af8?p4d METAL STRUCTUREMrAVATJON777PROTECH SLIDER XX J3 viao WITH COMPOSITEREINFORCEMENT69bX44" 1315TALLATION DETAILS ls0 ZZ uRju, osc aa. REV j Q A.P. 08-01723 A fl/1oi11f LV\\, 7YfIJIJf4 X1scxENTS — 08/23/12 `MET3 OF 5 5/8" MIN, EDGE DISTANCE 8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OT}1ERS 1/4" Max. INTEMOR SHIM SPACE r APPROVED EXTERIOR S£ALANI JAMB INSTAL LA PON DETAIL METAL STRUCTURE A67ALLATM REVGKNS DESCRPTIM UUE IPPR7VlDD RLNSED INSYAUATION DETAILS 07/07/15 R.L. COMPOSITE REINFORCEMENT 1 1/4' MIN. 10000854, EMBEDMENT 1/4" 6M, INTERIOR COMPOSITE SHIM SPACE REINFORCEMENT 1U000654 7/16MIN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL W100D FRAMW1G CW 2X BIJOKAVSTAL LAT(ON NOTES: 4. AMTERIORANDEXTIERMFDVLgHEAOY07HERS NOT SHOM FUR CLARITY. 2 PERA*=ANDJOWTSE&MTBY07HS?STOSE 0, ESJGWD WACCORnANCE WfTN ASrW E2Y 12 SIGNED: 07/=2045 WSR AND SLOCOMBWINDOWS7OLD D WILKES—BARRE, PA 17802 777 PROTECH SLIDER XX WJTH COMPOSITE REINFORCEMENT 69" X 44" INSTALLATION DETAILS TAT t7fi aa—go172a A 7V/fQNAsl`` scxl EweNTS06/23/12 4 OF 5 m 1T m Jm 01CD 1] CD 01) LD m - A OnCD W01 C7 Lf 107 TI r 070 h-I r n DG) m CD Oo NCD 2 1/2" MIN. I WM51OX5 EDG£ DISTANCE v DEXAPTm DATE APPROVW OONCRETE/MASONRY I A IRCY610OWSTALLATMOErALS 07/07/15 R.L BY 0714ERS a 6 a 1 1f4" MfN. OPTIONAL 1X BUCK EMBEDMENTTOBEPROPERLY SECUREl7 f 1 1/4" MIN. SEE NOTE 3 SHEET i 4 EMBEDMENT OONCRETE/MASONRY APPRBVEO SEALANT 1/4" MAX. 8Y OTHERS SHIN SPACE OPTIONAL 1X BUCK a 1/4" MAX. TO BE PROPERLY SHIM SPACE 3/16" TAPGON SECURED SEE NOTE 3 SHEET @ 3/16" TAPCON b OUTERJOIi COMPOSITE RUNFOR EMENT 10000654 EXTEROR INTERIOR e 2 1/2" FAIN, EDGE v DISTANCE F_XTEMOR APPROVED SEALANT uwrS INSTALLATION DETAIL APPROVED I 3/1&" Tf+FCON 00AtCRF7FAWAS ARY.PISTALtATCMSEALANT BUCKOPTICNAI1% BUC 1/4" MAX. SH9Ai SPACE MOTES. 1. fNTEATORANU EXTERIOR F1TJ'SFfES, BYORiER$ TO BE PROPERLY NOT S40MFOB GLAR)TY. SECURED SEE NOTE 3 SHEET 1 2. PERLUETERAhDJOWrSEALANT 8Y0TFJFRSTORE DE&GIVE, O fN A L1L10RaWCE MTNASTU E21 iP OONCRETE%MASONRY BY 07HERS I SIGNED: 07A) 812015 1 7f4" MIN. EMBEDMENT SLOC6MB WINDOWS AND DOORS t llltsl lf i; R" 10eee 247 OLD RfVER ROAD t 1+' WILKES—BARRE, PA 17802 2 1/ 2" MIN 777 PROTECH SLIDER XX EDGE DISTANCE WITH COMPOSITE REINFORCETAIL 69" % dd" INSTALLATION DETAILS 7 44A% VER77CALGROSS SECTION DPAW# OM6 nD. ner ii g'`1p; QR1Q3;• CONCRETE# MSONRYAUSTALLAT?0N A.P. 08 A E//BIaJFA1hF \``\ Nr5 °"'E 08/23/12 530F 5 CD m N m Ul CD N CD 000 LID m - A 0' TCo W NUl - Lnv Da) m m LIDN CD 07/10/2015 02:08PM 9046832557 MHDS OF FLORIDA PAGE 10/10 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 diomas@lTlomaspe.com Manufacturer: Slocomb Windows and Doors 247 Old River Road Wilkes-Barre, PA 17802 Engineering Evaluation Report Product Line: 777 Protech Slider XX with Composite Reinforcement — 69" x 44" Report No.: 512404A Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 51 G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1 _ Approval document: drawing number 08-01723 Revision A, prepared, signed and sealed by Luis Roberto Lomas P-E, 2. Report No.: B2080.01-501-47 signed and sealed by Lynn George P.E. Architectural Testing Inc, Springdale, PA AAMAM/DMA/CSA 101/I.S.21A440-05 Design pressure. t 55.Opsf Water penetration resistance 8.36psf 3. Anchor calculations, report number 512404-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Cond/tlons of use: Maximum design pressure: ;55.opsf Maximum unit size: 69" X 44" Units must be glazed per ASTM El300-04. This product is not rated to be used in the HVHZ. This product Is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be rigid PVC_ Installation: Units must be installed in accordance with approval document, 08-01723 Revision A. Certlflcatlon of independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(&) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity Involved in the approval process of the listed product(s). 1 of 1 r r x. 0; • TAT Luis R. Lomas, P.E. FL No.: 62514 07/07/2015