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HomeMy WebLinkAboutProduct Approval; Single Hung WindowFlorida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics i Submit Surcharge Slats R Facts ( Publications j o Contact Us BCIS Site Map Links Search Floddd Product Approval ro USER: Public User z�'i�Apkgp�y.,. Product Aooroval Menu > pCp,Qyct or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL14911-R12 Revision 2020 Approved 0 �J I u `_? JI1rIf 720021 F1pr 7ep- �Xl�� �RE CODE COMPLIANCE ST. L CIE COUNTY SOCC /6 72� Silver Line Building Products Corp. One Sllverline Drive North Brunswick, NJ 08902 (800) 542-9118 Ext413596 luanne.harris@cornerstone-bb.com Luanne Harris luanne.harris@cornerstone-bb.com Luanne Harris One Silverline Drive North Brunswick, NJ 08902 (800)542-9118 Ext413596 luanne.harris@cornerstone-bb.com Windows ,/ Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association-QA 07/23/2031 Locke Bowden P.E. . W Validation Checklist - Hardcopy Received FL14911 R12 COI COI Sllverline SS 2017-06-14.odf Standard AAMA/ W D MA/CSA/ 101/I. S. 2/A440 AAMA/ W DMA/CSA/ 101/I. S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 TAS 201 TAS 202 TAS 203 Year 2008 2011 2012 2017 2002 1994 1994 1994 https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fD i-x2l bt... 10/6/2021 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/25/2020 Date Validated 10/25/2020 Date Pending FBC Approval 11/01/2020 Date Approved 12/15/2020 FL # Model, Number or Name 14911.1 V1 Series/50 Series (2000) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Description Single -Hung Window Installation •Instructions FL14911 R12 II SWD017 SS 2020-10-21.pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911 R12 AE PER7259 SS 2020-10-21.odf Created by Independent Third Party: Yes 14911.2 VI Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R12 II SWD018 SS 2020-10-21,pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R12 AE PER7260 SS 2020-10-21.pdf Report for allowable design pressures, sizes; Installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 V1 Series/50 Series (2200/2300) Single -Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R12 II SWD019 SS 20201.1-21.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R12 AE PER7261 SS 2020-10-21.odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 V1 Series/70 Series (2127) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R12 II SWD049 SS 2020-10-21.idf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R12 AE PER7262 SS 2020-10-21.1)df Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. iagle:Hioag Window Installation Instructions FL14911 R12 II SWD050 SS 2020-:0123.odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14911 R12 AE PER7263 SS 2020-10-21.�df Created by Independent Third Party: Yes 114911.6 1 V1 Series/70 Series (2907/4907) 1 Single -Hung Window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911 R12 II SWD053 SS 202 -10 0-21.pd Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Parlay: Yes Evaluation Reports FL14911 R12 AE PER7264 SS 20[0=10_21.odf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx21 bt... 10/6/2021 Florida Building Code Online Page 3 of 3 Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: MW ® cChEc,. M Credit• Safe S@CW'it miniitlCS" https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx21 bt... 10/6/2021 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996-27 • AAMA/WDMA/CSA 101/I.S.2/A440-11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. 70 SERIES / VI SERIES / (2127) SINGLE- HUNG WINDOWS (HVHZ) (IMPACT) MAX OVERALL SIZE CO FIG. DESIGN MISSILE WIDTH HEIGHT PRESSURE IMPACT RATING 52" 73" O/X +55/-60 PSF LMI/SMI TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 - ELEVATION & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS S HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES & REINFORCEMENT DETAILS EXTERIOR STEELSPACER 1/8" OR 3/32" SETTING BLOCK 43/64" O.A. I.G. LAMINATED GLASS CONSISTING OF: 1/8" ANNEALED GLASS I � .{F-3/32" 7/32"STEEL SPACER ANNEALED GLASS 0.090 0.090' SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY ANNEALED GLASS r1 A7lnic IlGTAll 9 INTERIOR MIN. GLASS BITE 7/16" 1995 SEALANT TREMCO 5700 SEALANT NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. IIERICAN CRAFTSMAN WINDOL .VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888)741-0354 N3 o �O WZG 2 - off= N Z s u allu �22J= w O m nz < cc m n� F � z w w !\ tc a TTH FBC EDITION JNUS0/14/21 NE INSTA 0NDETAIISDESWNFDHEAHNMEGFNFAIC W0 MATN0T RfF1ECFACNAL WNDRIONS fORASRFOFlC SRF. IF SRE mNDm0N5 CRUSE INSTA WTON lD DENATF @OATTHEREOWRFNIENIB DFTALp HEREW.A pEoRcO fNG]NEEAORAR[NIIERSHRLL IRF➢ARESISEBREOflL THrsoaamENr. 3ason: I am approving this document its; 2020.10 01 JIRP�0 • o S A7 OF GG baRTfCDlavtrrlc', ­­E BL_•338 DANIA BUCK R 33001 fBRE CFAT.OF AUTX0RDA110N Nn 29538 FL #: FL14911 DATE: 01.23.18 Dv1GHR I cHKHFN SCALE: NTS DWG.#: SWD050 SHEET: I MAX. O.A FRAME WIDTH 52" _ MAX. D.L.O. _ WIDTH 47.69" A B 3 3 3" MAX. FROM — CORNERS MAX. D.LO. "0" 6" MAX. _ HEIGHT33.50" C O.C. 4 MAX. O.A FRAME HEIGHT 73" D 4 MAX. D.L.O. "X.'3" HEIGHT 33.50" MAX. FROM CORNERS ELEVATION SINGLE HUNG WINDOW _ 6" MAX. 6.25" MAX. O.C. FROM I� CORNERS I ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW NOTE: ALL FASTENERS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK MUST BE FLAT HEAD 12.50" MAX. O.C. 6.25" MAX. FROM CORNERS L I ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW AERICAN CRAFTSMAN WINDOI VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 N U m z "m E 8 N O moo^ S N a a�RR�e .0 NL7� z L7mmgna', \__ Qa$ aJ S z �W 3 W � o m n W H z W Q. a REMARKS BY DATE 7TH FBC EDITION NUS O/14/1 I� SIAAOF�?Ir I 393 E" ABFAUI L=#338 I FBJF CFRT.OG AVIHORPAl10N Na 39518 FL #: FL14911 DATE: lit _ 7: _ 1 R 1 SCALE: NTS oWG.#: SWD050 24 f- x EXTERIOR SEE GLAZING DETAIL, SHEET 1 INTERIOR _ SEE GLAZING DETAIL, SHEET 1 VERTICAL SECTION NAIL FIN SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET 1 VERTICAL SECTION THRU FRAME :AN CRAFTSMAN WII LINE WINDOWS AND ONE SILVER LINE DRIVE NORTH BRUNSWICK, N108902 PH: (888) 741-0354 N j s U Z m E —z� z 8 a e z3a G O oa&� j N aa Z s3 a 3 W V Z m m m O to 0 H H W � Ll 7TH FBC EDITION NUS 0/14/2 PHD-fNATNINDETAICiO6WIEEOHFAFWA A—OAIC ANO MATNOTRFFU:CFACNALOTNORgNS mAASPEOAC SRE.IFSREF=[R10N5UUSEINSTAHRON. TOoEVIRTE fROMTHEREfWIREK OAAHEDHERNN,RU[ERC ENGIXFER ORARCHRERAYLLPRVARESRESPEtlFlC OOtlIMEHRFORUSE WIIHTXISmtlIMFM. %% E 4* N.77 a SA OF z FSPE [FAT. OF AMOF=PON W. M78 FL#: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR I HFN I SCALE: N`('S I DWG.#: iwnnSn AERICAN CRAFTSMAN WINDO\ VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 SECTION FOR INTERIORSECTION FOR BLOCK & TACKLE SEE GLAZING N ^ O z z m e 11' s SEE GLAZING —CONSTANT FORCE BALANCERS DETAILSHEET 1 DETAIL SHEET 1 B BALANCERS w z G O z R .& m /o ¢ ^ F C7s�a� z �� s LLa� / O W J= 1 J� c Wto.r _ Z �mm \ N m EXTERIOR w w `/ a O. r D.L.O. F `� a " MAX. FRAME WIDTH -I I TrH FBC EDITION HORIZONTAL SECTION 4 UPPERSASH TNF UKFALAnon LsoEx AND MAY NOf IIFf LFCT ARUAL i SEE GLAZING SEE GLAZING SnE6SDF(LNDIDON9GUY IRON TXF RF W OIEMENR OE I FxaxFmoxAxanFasxu DonmiFNn wND9Fwr DETAIL SHEET 1 / _ \ INTERIOR DETAIL SHEET 1 � v S A OF JY EXTERIOR r O IDP':40- r D.LO. !l�ss IFn� .11 oA OlAvk��c •\ 390 E DANU� BFA[x ..Bs MAX. FRAME WIDTH rFIL14911 HORIZONTAL SECTION LOWER SASH ! DATE: 01.23.18 SCALE: NTS E DWG.#: SWn()5(l 2 MIN. 'UH5IHAIL EDGE DISTANCE /BY OTHERS MIN. EMBEDMENT PERIMETEBY OTHERSA�� SHIM SPACE EXTERIOR U& INTERIOR VERTICAL SECTION S THROUGH FRAME (HEAD) 1/4" MAX. SUBSTRAT SHIM SPACE BY OTHERS INTERIOR w w ERIOR zi FEXTERICIR 1/4" MAX. SHIM SPACE SUBSTRATE MIN. EMBEDMENT SUBSTRATE INTERIOR BY OTHERS BYOTHERS o SCREW IN THE INTERIOR e CHANNEL MIN. EDGE DISTANCE w SCREW IN THE EXTERIOR w Z CHANNEL z �a PERIMETER SEALANT BYOTHERS EXTERIOR MIN. SHIM SPACE EMBEDMENT EXTERIOR INTERIOR gQ HORIZONTAL SECTION HORIZONTAL SECTION S THROUGH FRAME (JAMB) 5 NAIL FIN (HEAD) REINFORCEMENT DETAILS {� 0 83" � � 0.87" 0.34" 'I 0.13" 0.77" �' p,g" 0.46" INTERIOR —T 0.06" 0.87" 0.45" OLOCK RAIL ALUMINUM P O ALUMINUM LOCK ING RAIL O ALUMINUMFT RAIL &SASH MIN. EDGE DISTANCE pHORIZONTAL SECTION VERTICAL SECTION S NAIL FIN (JAMB) S MEETING STILE INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OFTHE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 3/81NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. FOR MASONRY OR CONCRETE OPENINGS, IX WOOD BUCK MAY BE USED (OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE INFORMATION. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. B. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLATHEAD ANCHORS. ANCHORSCHEDULE METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MN. EDGE DISTANCE WOOD: MIN. SG - 0.55 #8 WOOD SCREW 1 5' 0.75' PAN HEAD NAILING FIN METAL: IS GAUGE St-1, 98 TEK SCREW 3 THREADSIN READSMIN MIN. Fy = 33KSI PENETRATION 0.60' METAL 910 PAN HEAD IN EXTERIOR CHANNEL I.S. 0.75' WOOD: MIN. SO = 0.55 010 FLAT HEAD IN THE INTERIOR CHANNEL I.v 0.75' 410 PAN HEAD W 3 THREADS MIN h)OERIORCHANNEL PENETRATION BEYOND D.50' METAL• IB GAUGE Sleei, METAL THROUGH FRAME MIN. Fy=33KSI �.'I.FLAT HEAD IN THE 3THREADS MIN Ij NTERIOR CHANNEL PENETRATION BEYOND 0S0, METAL CONCRETE: 7F3000PSI 3116'RWTAPCON 1.25 175' FLAT HEAD MASONRY: CMU per ASTM 31IV RW TAPCON CSO MIN. 2000 PSI FLAT HEAD 125• 1.75' 4ERICAN CRAFTSMAN WINDO% .VER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 N j O z m E �O ❑ v+¢ N~oS a Rae o aid Z� m$a _ vwiZ� WZ5 5 C07 a ` 7 N w �xx Dngu Z o u p c w J S F F O 2 = p m W toZ n v Z 2�K m m 0 = H, F a o w d I7TH FBC EDITION INUSILO/14/2[j aff 'o STAytE OF ri a- 398 L D- eFAGI L 339 OAMA BFACIL R 3= F09E MT. OF-IO-ON N. 9957e FL #: FL14'911 j DATE: 01.23.18 1 SCALE: DWG. #: I BUILDING DROPS A Perfect Solution in Every Dropl Certificate of Authorization: 29578 of American Craftsman Windows 39:3 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Silver Line Windows and Doors 70 Series / V1 Series / (2127) Single -Hung Windows (HVHZ)(IMPACT) for Florida Product Approval Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung Product: 70 Series / V1 Series / (2127) Single -Dung Windows Material: PVC Product Dimensions: See Installation Instructions, SWD050 Prepared for: Silver Line Windows and Doors One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:10/14/2020 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.22 02:28:29 +02'00' Hermes F. Norero, P.E. Florida P.E. No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Silver Line Windows and Doors Product Category: Windows Product Sub -Category: Single Hung FLEE: FL14911 Date: 10/14/20 Report No: 7263 Compliance Method: State Product Approval Method (1)(d) Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows (HVHZ) (IMPACT) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Windows and Doors based on Method 1d of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions SWD050, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Current: Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product cornplies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD050 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 X ^MN 4'BUILDING DROPS FL#t: FL14911 /20 A Perfect Solution in Every Drop! Date: 1No: 726 Certificate of Authorization: 29578 Report No: 263 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Quality Assurance Entity through Window and Door Manufacturers Association (FBC Organization #QUA2515). Performance Standards: The product described herein has been evaluated per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996-17 • AAMA/WDMA/CSA 101/I.S.2/A440-11 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report: Dated: NCTL110-16327-1 08/13/2013 Signed and Sealed by: Harold E. Rupp, FL PE No 15935, Sealed Date 02/06/18 NCTL110-16327-2 11/05/2013 NCTL 110-16327-3 08/13/2013 11524.01-109-47 05/01/2018 11238.01-109-47 03/28/2022 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) 3. Material Certification Miami -Dade County Notice of Acceptance Eastman Chemical Company (Previously Solutia) Saflex (Vanceva Composites) PVB Interlayer 4. PVC profiles meet requirements of WDMA/HallMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 4 Installation: BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 FL*:FL14911 Date: 10/14/20 Report No: 7263 Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD050) for anchor spacing and more details of the installation requirements. Equivalence of Test Standards: Various test standards have been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. Manufacturer has tested their products to the following test standard edition(s): 1) AAMA/WDMA/CSA 101/I.S.2/A440-08 2) ASTM E1886-05 3) ASTM E1996-06/09/12 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) AAMA/WDMA/CSA 101/I.S.2/A440-11 2) ASTM E1886-12 3) ASTM E1996-17 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All material test results meet minimum requirements of the current FBC including HVHZ provisions. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 4 of 4