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HomeMy WebLinkAboutProduct Evaluation ReportBUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 RECEIVED MAR 0 4 2022 St. Lucie County Permim 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX 'ng contact@buildingdrops.com FILE COPY REVIEWED-FORProduct Evaluation Report ' CODE COMIPUANCE of ST. WCIE COUNTY BOCC American Craftsman. Windows Silver Line Windows and Doors 70 Series / V1 Series/ (2127) Single -Hung Windows ZZ ©•Z —Q (HVHZ)(IMPACT) for Florida Product Approval FL# FL14911 Report No. 7263 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub.— Category:. Single Hung Product: 70 Series / V1 Series / (2127) Single -Hung Windows Material: PVC Product Dimensions: See Installation Instructions, SWDOSO 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' ``%``,��.tttr.r���� . 0 `�� .,...... i O� �-o S =* OF. .O O L �f(Jt Its Hermes F. Norero, P.E. Florida P.E. No. 73778 BUILDING DROPS FL*: FL14911 A Perfect Solution in Every Drop! Date: 10/14/ Report No: 7263 Certificate. of Authorization: 29578 Manufacturer: Silver Line Windows and Doors Product Category: Windows Product Sub -Category: Single Hung 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. 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. Limits of Use: 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 complies 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. 5. See Installation Instructions SWD050 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 4 BUILDING DROPS FL*: FL14911 J/6A\\j' 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 NCTL110-16327-3 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 BUILDING DROPS FL#: FL14911 A Perfect Solution in Every Drop! Date: No,.'720 Report No: 7263 , Certificate of Authorization: 29578 Installation: Refer to Installation Instructions (SWDOSO) for'anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWDOSO) 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 4of4 AMERICAN CRAFTSMAN WINDOWS SILVER LINE WINDOWS ANDDOORS GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION TLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS .BEEN EVALUATED ACCORDING TO.THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS203-94 • ASTM E330-02 • ASTM E1886-12 • ASTM E1996.17 • AAMA/WDMA/CSA101/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. SXAND 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 ARCHITECTSHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONETIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. 5. 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 CHAPTER23. 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS, SEE SHEET 1 FOR GLAZING DETAILS. I7GVCIVCLJ 70 SERIES / V1 SERIES / (2127) SINGLE— HUNG WINDOWS MAR ® 4 2022 5t. Lucie County (HVHZ) (IMPACT) peTItT,g. MAX OVERALLSIZE CONFIG. DESIGN PRESSURE MISSILE IMPACTRATING' WIDTH HEIGHT . 52" . 73" 'CIA +55/-60 PSF LMI/SMI FILE COPY .REVIEWED FOR C®DE COMPUANCE ST. LUCIE COUNTY 100C TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 - GENERAL NOTES & GLAZING DETAIL 2 - ELEVATION & ANCHOR LAYOUTS • .3 VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 HORIZONTAL & VERTICAL SECTIONS, INSTALLATION NOTES & REINFORCEMENT DETAllS EXTERIOR STEELSPACER 1/8" OR 3/32" SETTING BLOCK 43/64" O:A. I.G. LAMINATED GLASS CONSISTING.OF: 1/8".ANNEALED GLASS 7/32"STEEL SPACER 0 ANNEALED GLASS 0.09 0.09" SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY; 3/32"ANNEALED GLASS INTERIOR MIN. GLASS SITE 7/16" 105 SEALANT TREMCO S700 SEALANT GLAZING DETAILI NOTE: ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. AERICAN CRAFTSMAN WINDOM VER LINE WINDOWS AND D001 ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 jjI W z_ = N Z o a nZ ¢ m n �' i W H a 7TH FBC EDITION NUS 0/14/ TIElN AMA NbUARSoESQ=N UNAAEGE ANDMAYNOTNEAKfA 402N ONSFORASFEO EDE.6ET O)N OMMUSEDOtA TIONTOOOM' FIIOMTIERmU1REMEMSDafflU NFNNN.AUCOMO ENGINEa,mARGIOECFENALLTIFFAIIEAEESREOEIC ODOIM EN1S FOR GSF VAM TNa DOOIMa- '.eason: I am approving this document �ate: 20` 10�qulrla44#,;���' 0 'Pp S 7 -0 OF a ' 3N0 E DANU EFAO1 BLw. • 31N OAMARFAOI• FBPE CFAT. OF AVMORPATONON Nn 295F• FL #: FL14911 DATE: 01.23.18 DWG. R c"KBY: N SCALE:. NTS DWG.#: SWD050 SHEET: I MAX. O.A FRAME WIDTH 52" MAX. D.L.O. A B 3 3 MAX. D.LO. HEIGHT33.50" C 4 MAX. 0.A FRAME HEIGHT 73" D 4 MAX. D.L.O. HEIGHT 33.50" ELEVATION ' SINGLE HUNG WINDOW 3" MAX. FROM CORNERS 6" MAX. O.C. _ 6" MAX. 6.25" MAX. O.C. FROM I CORNERS I NOTE: ALLFASTENERS ABOVE THE MEETING RAIL IN' THE INTERIOR JAMB TRACK MUST BE FLAT HEAD "p^ 12.50" MAX. O.C. . I 3" MAX. 6.25" MAX. X" FROM FROM CORNERS CORNERS ANCHOR LAYOUT ANCHOR LAYOUT NAILFIN- SINGLE HUNG WINDOW THROUGH FRAME -SINGLE HUNG WINDOW AMERICAN CRAFTSMAN WINDOIA SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH, (888) 741-0354 n� �3 zm �z� �z O 5 oc3oQ' °x o� 1p � z � VIZ Q m REMARKS I BY I DATI 7TH FBC EDITION NUS O/ia/ ``,\\\�nulrrrrr���i ." 01 'D S A OF eve a oANu eua elw..33. oAmA euw; a �nwe iBGE QRT.OF AIRNORRAl10N Na t9TlB FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: . HR HFN SCALE: NTS DWG.#: SWD050 SHEET: 2 OF5_ SEE GLAZING DETAIL, SHEET 1 CJ ri EXTERIOR Q d J O INTERIOR SEE.13LAZIN13 DETAIL, SHEET 1 A VERTICAL SECTION 3 NAIL FIN AMERICAN CRAFTSMAN WINDOM SILVER LINE WINDOWS AND DOOI ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 089D2 PH: (888) 741.0354 za WzbIL SEE GLAZING DETAIL, SHEET 1Ci co m in F= a REMARKS I BY JDATI = 7TH FBC EDITION NUS o/14i W 2 EXTERIOR INTERIOR THE INJTAUATION OETA6EU6011LL0NfAxx AIIEGEHE NIO MATNOfIIERERACNALOOxMxON]fOflASPFCi StIF.IFJlif tax0lxONJ GItJEU6TAWTxNlTOOflM f !S GQ . - ' f110MTNE11E4U111EMEN1E0ETARE0 xEI1flN,AUm'EF DIGIHFFIIOAA0.O11IERSXALL�RF➢ME9f[SPE�% OOgIMENRfOAUJENTIH IxIJ DOgIMEM. d SEE GLAZING DETAIL, SHEET1 5 A OF • O IV •' ��: VERTICAL SECTION 3 THRU FRAME l98 P. A.BEACN LLI9lE OANN ePAOE R. J3BM fBEE.mR. Of AUfxOflPATION N. 39518 FL #: FL14911•- DATE: 01.23.18 DwcH R C" H BY: SCALE: NTS , DWG.#: SWD050 SHEET, 3 SECTION FOR BLOCK & TACKLE BALANCERS f IIII f INTERIOR SEE GLAZING DETAIL SHEET 1 SECTION FOR SEE GLAZING —CONSTANT FORCE DETAIL SHEET 1ALANCERS o ®� ;v 1 EXTERIOR III' D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 UPPER SASH SEE GLAZING SEE GLAZING `DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 EXTERIOR i D.L.O. MAX. FRAME WIDTH HORIZONTAL SECTION 4 LOWER SASH 4MERICAN CRAFTSMAN WINDOIA iILVER LINE WINDOWS AND D001 ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902 PH: (888) 741-0354 . N U „ z g 3 �O Z ,- vi o fle {W/317� J Zmmggj W l7 O to !A Z = m 3— a REMARKS I BY I DATI 7TH'FBC EDITION INUSro 2 i * ol N .7 7 v SA OF co' 39. E UA EF BM.338 0A UAM R33 F, 6A3. w AUfNORRA3 N. 3B"s FL#: ' - FL14911` DATE: 01.23.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS : DWG. a: 'SWD050 SHEET: "IY OF 5 MIN. SUBSTRATE EDGE DISTANCE BY OTHERS MIN. EMBEDMENT PERIMETER SEALANT . SH4" MAX IM SPACE BY OTHERS EXTERIOR INTERIOR q VERTICAL SECTION 5 THROUGH FRAME (HEAD) 1/4" MAX. SUBSTRAT .SHIM SPACE HERS BY OT\ l\ INTERIOR EXTERIOR 1/4" MAX. SHIM SPACE Q� INTERIOR / I r. / BY OTHERS SCREW IN THE INTERIOR CHANNEL MIN. . EDGE DISTANCE SCREW IN THE EXTERIOR CHANNEL , PERIMETER SEALANT BY OTHERS EXTERIOR MIN. EMBEDMENT g HORIZONTAL SECTION 5 THROUGH FRAME (JAMB) MIN. EMBEDMENT SUBSTRATE -� �_ /_ BY OTHERS W w CD u w ZE� 2i 1/4" MAX. SHIM SPACE EXTERIOR gr5�INTERIOR 5 HORIZONTAL SECTION NAIL FIN (HEAD) REINFORCEMENT DETAILS 0.34" 0.83" 0.87" L LF 0.13" 0.77" 0.9" INTERIOR LD T— 0.06" 0.87" 0.46" 0.45" O LOCK RAIL ALUMINUM TOP O ALUMINUM MEETING RAIL O ALUMO UMW RAIL&SASH MIN. EDGE DSTANCE HORIZONTAL SECTION E VERTICAL SECTION 5 NAIL FIN (JAMB) 5 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 ti/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 STACK TO BE 3/8 INCH. 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. 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. 20. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK, USE FLAT HEAD ANCHORS. ANCHOR SCHEDULE METHOD SUBSTRATE ANCHORSCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG=0.55 98 WOOD SCREW 1.5' 0.75' PAN HEAD NAILING FIN 3 THREADS MIN METAL• 18 GAUGE Std. N8 TEK SCREW PENETRATION BEYOND 0.50' MIN. Fy = 33KSI METAL #10 PAN HEAD IN I. 0.75' EXTERIOR CHANNEL WOOD: MIN. SG=0.55 ' 810 FLAT HEAD IN THE 1.51 0.75' INTERIOR CHANNEL #10 PAN HEAD IN 3 THREADS MIN EXTERIORCHANNEL PENETRATION BEYOND 0.5P METAL: 1S GAUGE Steel, METAL THROUGH FRAME MIN. Fy- 33KS1 #10 FLAT HEAD IN THE 3 THREADS MIN IN INTERIOR CHANNEL PENETRATION BEYOND 0.50' METAL CONCRETE rc. =DPSl 3116' IFW TAPCON 1 25' 1.75' FLAT HEAD MASONRY:CMUWASTM 3116'TIWTAPCON 1.25' 1.75' C90 MIN. 2000 PSI FLAT HEAD IERICAN CRAFTSMAN WINDOW VER LINE WINDOWS AND D001 ONE SILVER LINE DRIVE NORTH BRUNSWICK, NJ 08902. PH: (888)741-03S4. TH FBC EDITION NUS 10114, IE INSTAIIATWN DETNLSDFSWBFDMDWM ME PEC ID AIF M W DMG MN EWST TI NTO 9EK OE IF 511E CONOOIO NS GIISE INSTNIABON 10 DEW TIOM 1HE MOVUEAIFMR GRADED NtIOVA A 1131W EMGVIEFA ORAROIAERSNALLfREPNiER1E 51EOfp OONMENiSfOR USE WMM 1N0 W DM.2M.. `,�,1�LLL�IJJ,,,T'/ 1`Cl ?* N.77 ;� SA OF G\ 39E E DANIA eFAD1 ELVO. � 3lE- DANIAETMRR ION FEPE mIT.OF AVMON7ATION Na 2951E FL #: FL14911 DATE: 01.23.18 DWG. BY: CHK. BY: HR HFN SCALE: NTS DWG.#: SWD050 SHEET: OF 5