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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTBUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 of American Craftsman Windows 398 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) (NON -IMPACT) p►AG r' De for Florida Product Approval Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single Hung -vile C0,91 Product: 70 Series / V1 Series / (2127) Single -Hung Windows Material: PVC Product Dimensions: See Installation Instructions, SWD049 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— 3 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.10.22 02:29:06 +02'00' Hermes F. Norero, P.E. Florida P.E. No. 73778 A21 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Silver Line Windows and Doors Windows Single Hung State Product Approval Method (1)(d) FL#: FL14911 Date: 10/14/20 Report No: 7262 Product Name: 70 Series / V1 Series / (2127) Single -Hung Windows (HVHZ)(NON-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. 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 SWD049, signed and sealed. by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the Current Florida Building Code, includinz 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 complies with Chapter 16 of the Current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of Installation Instructions SWD049 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWD049 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: 10/14/20Report No: 7262 Certificate of Authorization: 29578 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: Referenced Data: Installation: The product described herein has been evaluated per: • TAS 202-94 • ASTM E330-02 • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Testing Evaluation Laboratories, Inc. (FBC Organization # TST4317) Report: Dated: TEL01410311 12/15/2010 Signed and Sealed by: Lyndon F. Schmidt, FL P.E. No 43409, Report: Dated: G6367.01-109-47 12/19/2016 2. Quality Assurance Window and Door Manufacturers Association (FBC Organization #: QUA2515) 3. PVC profiles meet requirements of WDMA/Hal[Mark WD-61 in accordance with AAMA 303 Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD049) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 3 ".l , AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS AND DOORS. 70 SERIES / V1 SERIES / (2127) SINGLE HUNG WINDOWS (HVHZ)(NON-IMPACT) 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 202-94 • ASTM E330-02 • AAMA/WDMA/CSA 101/15.2/A440-08/11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X 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 APPROVAL TO BE OBTAINED FROM MIAMI-DADE FIER OR AHJ. S. APPROVED IMPACT PROTECTIVE SYSTEM IS 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. 8. GLASS SHALL MEETTHE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS. MAX OVERALL SIZE CONFIG. DESIGN PRESSURE . MISSILE IMPACT RATING WIDTH HEIGHT 52" 62.50" CIA +62.8 /-65 PSF NON IMPACT 52" 73" O/X +55 /-60 PSF NON IMPACT TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 - ELEVATION&ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 - INSTALLATION NOTES& REIN FORCEMENT DETAI LS EXTERIOR STEELSPACER 1/8" OR 3/32" SETTING BLOCK — A­hlI nrC All A. I.G. GLASS INTERIOR MIN. GLASS BITE 7/16" NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. AERICAN CRAFTSMAN WINDO VER LINE WINDOWS AND DOI ONE SILVER LINE DRIVE NORTH BRUNSWICK, N10890: PH: (BBB) 741-0354 N^ 3 W Z ZR �2a �LL a3� Z C' HU' Z (7 L7mm_ ZS. Z� z > wx F W L7> ca O N z a F \a a REMARKS BY DA' TTH FBC EDITION INUS11011, ally signed by Hennes F Norem ion: I am ap mythis documai is 2020AR 7$J!22JE*'00' `, . Iii 11 N 7 7�. n 5 A OF tY o we wwu BEAC , FL a obi 30 Fen CERT. OF wiMptlUTION Na 20571 FL M FL14911 DATE: 01.23.18 DWG. Y: CHKHFN SCALE: NTS DWG. a: SW D049 SHEET: u OF 5 MAX. D.L.O. HEIGHT 33.50" MAX. 0.A FRAME HEIGHT 73" MAX. D.L.O. 4 HEIGHT 33.50" MAX. O.A FRAME WIDTH 52" MAX. D.L.O. WIDTH 47.69" A B 3 3 "a„ ELEVATION SINGLE HUNG WINDOW 3" MAX. 6" MAX. 6.25" MAX. FROM O.C. FROM {�— CORNERS CORNERS I I NOTE: J— ALL FASTENERS ABOVE THE MEETING RAIL IN THEINTERIORJAMB 6" MAX. _T a.. TRACK MUST BE FLATHEADS. O.C. 3" MAX. FROM CORNERST I I- 12.50" MAX. O.C. X 6.25" MAX. FROM CORNERS L ANCHOR LAYOUT NAIL FIN -SINGLE HUNG WINDOW ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW AERICAN CRAFTSMAN WINDOV .VER LINE WINDOWS AND DOD ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 r 3 N G Om ? m w?a H O BE �§� z CC ��^"; "zC, Q �mnxa, Z ssx w > 7 m m w Z? m an O N � W z a F a REMARKS BY DAT 7TH FBC EDITION NUS to/14, $ A OF 39E E. DANA BE'A(71BLY1/. 55E DANIA 9FAON. FL F8K ART. OF AUINDNLITION N. 7957E FL #: FL14911 DATE: 01.23.18 DwGHR cHKI-IFN SCALE: NTS 2 S EXTERIOR ;EE GLAZING )ETAIL, SHEET 1 INTERIOR SEE GLAZING r DETAIL, SHEET 1 A VERTICAL SECTION 3NAIL FIN C) . o W IEXTERIOR i d 0 1 SEE GLAZING DETAIL, SHEET 1 INTERIOR SEE GLAZING DETAIL, SHEET 1 i I � g VERTICAL SECTION '3 THRU FRAME MERICAN CRAFTSMAN WINDC LVER LINE WINDOWS AND DO ONE SILVER LINE DRIVE NORTH BRUNSWICK, N10890 PH: (888)741-0354' z^WW N3 4 d F wzm 2 O 0�"1 �mLL� a3- G oaam- Z=? w = N Z N m F- a REMARKS I BY IDA 7TH FBC EDITION INUS11011 MT DANIA eFAa1 Fsw. 3.M DANL1 ¢Atli A. W FBK CMT. OF'AU7NOFM71ON Na YG77 FL #: FL14911 DATE: 01.23.18 DWG. BY: I CHK. BY: HR HFN SCALE: NTS DWG.#: SWnna9 I k, SECTION FOR BLOCK & TACKLE _ SEE GLAZING BALANCERS DETAIL SHEET 1 SEE GLAZING DETAIL SHEET 1 INTERIOR EXTERIOR D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 UPPER SASH INTERIOR EXTERIOR D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 LOWER SASH SECTION FOR SEE GLAZING CONSTANT FORCE DETAIL SHEET 1 %BALANCERS �o SEE GLAZING DETAIL SHEET 1 MERICAN CRAFTSMAN WIND01 LVER LINE WINDOWS AND DOC ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 N j DOE Z Li z m e c ¢ Em 3 00 o m ;2 E n5g � (D ;i W ' =)z = ¢F- Zgz5d2 0 N 0 0 3 wW> v' Z 0O = mp m n � ❑ a z <a F- D. REMARKS BY I DA1 7TH FBC EDITION NUS iD/u n 5A OF 398 E. DANIA ffi1DANu eCrAolN,FL 3700{ 6Lw, 13Je F1IPE CERT. OF AUT OWA71DN Na = FL N: FL14911 DATE: - 01.23.18 DWG. BY: CHK. BY: HR I HFN SCALE: NTS DWG.N: SWD049 SHEET: n;: S MIN. SUBSTRATE EDGE DISTANCE T BY OTHERS MIN. EMBEDMENT PERIMETER SEALANT_/�AA�1111 —AX� 1/4"M BY OTHERS «UUII SHIM SPACE EXTERIOR M INTERIOR VERTICAL SECTION S THROUGH FRAME (HEAD) SUBSTRAT 2/4" MAX. BY OTHERS� SHIM SPACE l\ INTERIOR EXTERIOR 1/4" MAX. SHIM SPACE INTERIOR PERIMETER SEAL BY OTF EXTERIOR _SUBSTRATE BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL MIN. EMBEDMENT © HORIZONTAL SECTION S THROUGH FRAME (JAMB) EXTERIOR MIN. EMBEDMENT SUBSTRATE ---I/ BY OTHERS W wZ z �❑ oO 1/�MAX. SHIM SPACE EXTERIOR gi�INTERIOR HORIZONTAL SECTION S NAIL FIN (HEAD) . _ - 0.83" 0.77" , 0.9.. JTERIOR T OLOCK RAIL TOP O ALUMINUM 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 OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH 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 STACK TO 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, 1X 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. 8. 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 FLAT HEAD ANCHORS. REINFORCEMENT DETAILS 0.87" �.0 0.06" 0.45" LOCK MEETING RAIL O ALUMINUM 0.34" 0.13" 1 �— 0.46" 0.87" BOTTOM LIFT RAIL & SASH ALUMINUM ANCHOR SCHEDULE METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MIN.EOCE DISTANCE WOOD: MIN. SG=O.SS p8 WOOD SCREW 15' 0.75' PAN HEAD NAILING FIN METAIN.Fy=33KU IS GAUGE SIeOI, NO TEK SCREW 3 THREADS MIN MIN. Fy = 33KSI PENETRATION BEYOND 0.60' METAL 010 PAN HEAD IN EXTERIOR CHANNEL 1.5' 0.75' WOOD: MIN. SG = 0.55 #10 FLAT HEAD IN THE INTERIOR CHANNEL 15' 0.75• 010 PAN HEAD IN 3 THREADS MIN EXTERIORCHANNEL PENETRATION BEYOND 0.50' METAL' 18 GAUGE S1o01, METAL THROUGH FRAME MIN. Fy= 33KSI # FLAT HEAD IN THE 3 THREADS MIN IN INTERIOR CHANNEL PENETRATION BEYOND 0.50, METAL CONCRETE 1`=3000PSI 3fl6'ITWTAPCON 1.25, 175, FLAT HEAD MASONRY: CM11 par ASTM 3I-ITWTAPCON C90 MIN. 2000 PSI FLATHEAD 1.25• 1.75, :AN CRAFTSMAN WINDO LINE WINDOWS AND DO( ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 0890: PH: (888) 741-0354 n n N Li Z e ❑¢ wZa ao Og.q z1- v1QZ ZW Z�z -M Ss �mm=- OWo w�> m v Z= 2 w _ m m ui ¢ w F, F= w a REMARKS BY DA' 7TH FBC EDITION NUS 1011- `,\,�ulJuuJJ���i N P� �� SA OF mac, 0 10P.'� PE 7M�`` 39a F DANU1 BEAW BLVD. 0338 DANIA BEACN, 1. J30M FBPE CERT. OF AUTHORRATION Na 29571 FL #: FL14911 DATE: 01.23.18 DWG. CHKHFN SCALE: NTS DWG.#: Swnnaq N