Loading...
HomeMy WebLinkAboutProduct Reviews; Silverline Windows & Doors V1 Series or 50 Series SHWSILVER LINE WINDOWS AND DOORS V1 SERIES/ 50 SERIES SINGLE -HUNG WINDOWS (2000) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE (FBC) AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA101/I.S.2/A440-W11 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 FORTHE PROJECT OF INSTALLATION. 3. SXAND ZXBUCKS (WHENUSED) SHALL BEDESIGNED AND ANCHOREDTO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREINARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA 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 NON4iVHZ AREAS. S. APPROVED IMPACTPROTECTIVESYSTEMISREQUIREDON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7, GLASS SHALL MEETTHEREQUIREMENTS OFASTME1300 GLASSCHARTS. SEE SHEET I FOR GLAZING DETAILS. DESIGN PRESSURE TABLE PRODUCT MODEL WINDOW SIZE CONFIGURATION PG RATING GLASS TYPE MISSILE IMPACT RATING 2001 36.0'X62.0" C/X +35/-3S PSF SS/SS NON IMPACT 2001 48.0°X80.0° 0/X +15/-15PSF SS/SS NON IMPACT 2001 36.0"X 62.0" O/J( +5%SO PSF DS/DS NON IMPACT 2001 45.0°X62.0" 0/X +40/-0OPSF DS/DS NON IMPACT 2001 48.0'X73.0' 0/X +30/-30PSF D5/DS NON IMPACT 2002 72.0"X 62.0" C/X-0/X +35/-35 PSF SS/SS NON IMPACT 2002 96.0'X 62.W O/X-0/X +20/-20 PSF SS/SS NON IMPACT 2002 72.0" X 80.0" O/X-0/X +20/-20 PSF SS/SS NON IMPACT 2002 96.0'X80.0" C/X-0/X +15/-15PSF SS/5S NON IMPACT 2003 108.0" X 80.0" O/X-0/X-0/X +25/-2S PSF SS/SS NON IMPACT 2003 308.0'X62.0" O/X-0/X-0/X +35/-35PSF SS/SS NON IMPACT TABLE OF CONTENTS SHEET REVISION SHEETDESCRIPTION 1 - GENERALNOTES&GLAZING DETAILS 2 - ELEVATIONS &ANCHOR LAYOUTS 3 - VERTICALSECTIONS 4 - HORIZONTAL SECTIONS S ANCHOR DETAIL & SCHEDULE S/8" O.A. INSULATED GLASS EXTERIOR' I I INTERIOR Silver Line MAnc[R3Eii ONE ELVFAUINE DRIVE NORTH BRUmmor, N 0E001 PH: (800)73H77E z� a a z� g all w�5 02 � z Z ym� BD W �• F h � � a��� a REMARKS RY DATE 1 SIAA OF V: R.OICA PX NB 733777M DANIA� Smi OOR B► AIIMBIVAION Na 20M FL#: I FL14911 n _ 1DATE: nq 19.17 1/2" MIN. GLASS j ql�� SITE GLAZING DETAIL GLAZING NOTE: • GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT SCALE: DWG. M UNIT MAX. HEIGHT 60.0" UNITMAX. WIDTH 48.0" ELEVATION 6" FROM 6" FROM CORNER (TYP.) CORNER (TYP.) D.LO MAX. WIDTH 31.69° nw UNIT MAX. HEIGHT 80.0" A UNIT MAX. 'IDTH 108.0" A 3 ELEVATION 6" (TYP.) 6" FROM 6" (TYP') CORNER (TYP.) yr- 1r 3(TYP.) 14.0" MAX.= (TYP) "X" 4� 6.0" FROM CORNER (TYP.) 4.0" (TYP.) ANCHOR LAYOUT 6.0'.pp.)�— THROUGH FRAME D.LO. MA .0. C HEIGHT 4 37.0" ANCHOR LAYOUT THROUGH FRAME NOTE: 1) APPLIES TO TWIN UNITS OF EQUIVALENT OR LESSER PANEL DIMENSIONS. Silver Line MAnderrworm"sWd Lu ONESILVERUNE DRIVE NORTH OROH ma, NI omm PH: (goo z N� 105ka ��� 3 � � N 2 N O W �S F m m c �EwEy In < F; a REMARKS BY DATE 6THFBCEDMON FM 30/17 S�AYIL OF V' 313MAMA L DANA OFALR 330H FHPC CRT. OF AUTHMMI= Nm 29M FL #: FL14911 DATE: 09.19.17 DWG. BY: �HKHFN scmE: NTS DWG. a: SW D017 SHEET: 2 4.0" (TYP.) 6.0" UNIT MAX. WIDTH 96.0" D.LO MAX. A WIDTH 42.25" 3 nQn B .0 UNIT q MAX. HEIGHT 80.0" A q Y" IV f� ELEVATION 6" (TYP.) 6" FROM 6 (TYP.) CORNER (TYP.) 0®� D.LO. MAX. HEIGHT 37.0" 1 6.0" FROM CORNER (TYP.) 6.0" (TYP.) "X" I I I.X. 11 6.0" ANCHOR LAYOUT THROUGH FRAME Silver Line brAndeT3eri M* , ONESRVERUNE DRM NORTH BRUNSWIM NI MOM PH: (MM 23/14H 2 z � O V1 -. S 0- 4 of �3 F m m o N REMARKS BY r0ATE 6THFBCEDITION I FM 10/17 m SIAXOF S A OF r a_ roe owroe reae amr. of wmav�na Nn 2m2e FL#: FL14911 DATE: 09.19.17 DWG. cHKHFN SCALE: NTS DWG.#: SWD017 SHEET: 20�j ll VERTICAL SECTION 3 TERIOR AZING SHEET 1 Silver Line brAn&Wnh F. ONESILVERONE DRNE NORTN RRDNS%vm NI mm PN:(MOI 2344M 2 0 �oC W 3 > om/ Fj a 6TH FBL „t --1 V1 o S A OF EDoe oDn: of amaEr�>� xo �m FL N: FL14911 DATE: 09.19.17 sc u: NTS owG.#. SWD017 0 GLAZING AILSHEET 1 SEE GLAZING 0 0 HORIZONTAL SECTION 4 OPERABLE JAMB INTFRInR © HORIZONTAL SECTION MULLION rC-\ HORIZONTAL SECTION 4 FDMD JAMB Silver Line MAnd0fh M ONESILVERUNEOM NORM EJUNSWIG[, MGM PH:IBW) 23�A7m Z ggW Z M E F fL yy h (OCp`� � ILI, s��a�l Jd �n0 s 02 7 y m 2 2 w <•�Fy N Fj a REMARKS BY DATE SLAT* OF V: 3� MWA BE K FL S= WE OOR OF AUreMMT1ON K. 20M FL #: FL14911 DATE: 09.19.17 DWG. BY: CHIC. BY: CL I H FN 5cALE: NITS DWG. #: swnnl 7 4 MIN. EDGE DISTANCE SUBSTRATE BY PERIMETER SEALANT BYOTHERS—N, MIN.EMB. 3/8" MAX. SHIM SPACE EXTERIOR — INTERIOR 5 ANCHOR DETAIL THROUGH FRAME (HEAD) INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED ISTHE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2 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 BE1/4INCH. SHIM WHERE SPACE OF1/26INCH ORGREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 5. MINIMUM EMBEOMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. 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. S. INSTALLA71ON ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLA71ON INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. SUBSTRATE BY OTHERS --� (.._. 3/8" MAX. SHIM SPACE tJ INTERIOR TO BE INSTALLED j ABOVE MEETING RAIL (FLAT HEAD SCREW) TO BE INSTALLED 1' BELOW MEETING RAIL MIN. EDGE DISTANCE EXTERIOR MIN. EMB. ERIMETER SEALANT BY OTHERS 5 ANCHOR DETAIL THROUGH FRAME (JAMB) ANCHORSCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG = 0.55 #10 WOOD SCREW 1.51 0.75• METAL' 18 GAUGE 3 THREADS MIN Steel, MIN. Fy - 33KSI #10 TEK SCREW PENETRATION BEYOND 0.75' THROUGH FRAME METAL CONCRETE: 1/4•ITWTAPCON 1.75' 2.5' fc=3000PS1 MASONRY: CMU per ITW TAPCON 1.76' 2.5° ASTM C80 f.2000P511/4• NOTE: Y.—LOCATION OF BUCK OR WINDOW ANCHORS MAYBE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAYBE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 11/4" MIN. EMBEDMENT 11/2" MIN. EDGE �: w - :, ► , DISTANCE 2" MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silver Line f ONESWERIINE DRIVE NORM ERNNSWICK, NI am Z O Z� a � III OZ � m �a a REMARKS BY DATE 6TH FBC EDITION I FM 10/17 H SIAX OF r6 I 301oW � n �° I MM ODn: R AUTHORIZATION Na amm FL#: FL14911 DATE: 09.19.17 SCALE: DWG. #: SHEET: m 398 East Dania Beach Blvd. BUILDING DROPS Suite338 16, A Perfect Solution in Every Drop! Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of Silver Line Windows and Doors Series 2000 Extruded Vinyl Window — Non- Impact for Florida Product Approval FL# FL14911 Report No. 5140 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Windows Sub — Category: Single/Triple Hung Product: Series 2000 — Model 2001 Extruded Vinyl Single/Triple Hung Window — Non- Impact Material: Vinyl Product Dimensions: Refer SWD017 for Dimensions 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: 09/24/2017 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.10.20 16:01:27-04'00' ```��rir,�iirrr��r O. 7 =�•_ TT �= s`S/ONAL %",�� HermeslF�!1JI Wo� P.E. Florida 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 Compliance Method: State Product Approval Method (1)(d) FL#: FL14911 Date: 09/24/2017 Report No: 5140 Product Name: Series 2000 — Model 2002 Extruded Vinyl Single Hung Window— 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. 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 SWD017, 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, excluding 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. 5. Site conditions that deviate from the details of drawing SWD017 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions SWD17 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL14911 ® A Perfect Solution in Every Drop Date: 09/24/2017 Certificate of Authorization: 29578 Report No: 5140 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 tested per: Referenced Data: • - AAMA/WDMA/CSA 101/I.S.2/A440-08/11 Product Testing performed by Architectural. Testing, Inc. (FBC Organization # TST1795) Report #: ATI G1002.01-109-47 Report Date: 12/23/2016 Report #: ATI D4558.01-109-47 Report Date: 02/11/2014 Report #: ATI G1003.01-109-47 Report Date: 12/23/2016 2. Quality Assurance Entity Window and Door Manufacturers Association (FBC Organization #QUA2515) Installation Method: Please refer to installation instructions, SWD017, for anchor methods, selection, spacing, edge distances, embedment's and further details of installation. Design Pressure: Please refer to installation instructions, SWD017, for mull combination grouping, configurations, and corresponding design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3