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HomeMy WebLinkAboutProduct Approval 1 RECEIV2D JAN 1 a 7.U,,,7 Silver Linz byAndersen z pyo= m WINDOWS • DOORS �� z '�� P �O` o n..o '///III I IIIN cai ci.z „WE�4THERSTOPPER„ 75"MAX O.A.FIN WIDTH h e Ern Z m z v CW S77'MAX.FRAME WIDTH a m a a SERIES 5800 — MODEL 5802 o � . �z EXTRUDED VINYL SLIDING PATIO DOOR o JTa LL W/ NAILING FIN w 3 NZ 'IMPACT' wo GENERAL NOTES zo o z w y c� �Q J m qy 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida = _ Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). = i u v_'i o d vvi 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to LL O o a base material shall be beyond wall dressing or stucco. ma a 3 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code 'm and does not require an impact resistant covering. � m m 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product W o complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and z Section 1609.1.2.2 of the FBC. N 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x ;�/ buck masonry construction.Increase anchor length to account for sheathing or wall covering. O W 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. a 7. This product meets water infiltration requirements for"HVHP'. mQ O Z TABLE OF CONTENTS —0 a ° SHEET# DESCRIPTION DATE: 11/16111 i 8 1 Typical elevation,des yn pressures&general notes MAX MAX MAX GLASS.. DESIGN PRESSURE:(PSF) sum: N.T.S. 2 Horizontal cross sections FIN PANEL=: D L.O n pE owc. f: KV m' 3 Vertical cross sections DIMENSION.. DIMENSION. DIMENSION:.;,<' POSITIVE NEGATIVE; cHe.BY.. LFS 3 4 Buck and frame anchorin 5 ell of materials,glazing detail and components 75.0"X 83.5" 36.5"X 77.5" 31.5"x 72.75" G2 +50.0 50.0 DRAWING NO, FL-14998.8 _ o SHEET_L OF 5 N V R:\Olents\Sllvedlne Bullding Products-P\Flodda Product Approvals\FL-14998-Patio Daors\C-Drawings\FL 14998(2014)\FL-14998.3-ll.dwg,10,2 3'- �A �Z N m CoO N Z o to An N Z A IA N A O n � D I_ O y W N W n � N W I� Ca --RR--1111 A a O O A � � 4 N P = N ul n � o rh 4, ,o n � oho 0 H N N M Z � v F A saly `��� d'.•''VGENgF No.43409 ' PRODUCT: Documents Prepared By: � � � �` � 'y'• SILVERLINE Lyndon F. Schmidt INI SLIDING PATIO DOOR P.E. No. 43409 moo .. •, \ m n `' y PART OR ASSEMBLY: Vim- BUILDING CONSULTANTS, INC. 1 3718 15 UPDATE TO 5TH ED. (2014) F8C JK P.O. Box 230, Valrico; FL 33595 10 It' m NO DATE BY HORIZONTAL phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 ©201 1 R.W.BUILDING CONSULTANTS INC. .............2X FRAMING TO BE DESIGNED SHEATHING/WALL COVERING THICKNESS �.`,r,: Vv�.� m BY THE ENGINEER OR ARCHITECT 1-3/4"MIN. C• d•`�% M a ° a OF RECORD BASED ON WIND LOADS ' n D a' =Ye &.Q=? r AND THE CLADDING BEING USED. =U: * p.Z_ LL a z li O`r° o m \` z d;d 1 w SEE NOTE 1ti ■ 0 d 6 (08 PPH SMS) t o Sm o a h N� 7 a t C 1 a a m aa� ° _ E Od �o � OZ a NOTE: �w . For 2X stud construction the length of the U 14 O O 3 1anchors shall increase an amount equal ° G2 to the thickness of any sheathing or wall �f�O Ce o z covering with a minimum of 1-314' v �J�J „o z / embedment into 2X stud. 0 O D 3 14 1 VERTICAL CROSS SEC71ON �a it w 3 EXTERIOR G2 INTERIOR �o 0 �� EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION of O3 2X Stud construction a a 14 14 (Typ.@ head and jambs) x r G2 EXTERIOR INTERIOR m G2 U 4 L 4 O 0D 3 N 7 3 7 z z CRAWL SPACE FRAMING TO BE DESIGNED N BY THE ENGINEER OR ARCHITECT 4 I�° lllfff OF RECORD BASED ON WIND LOADS C AND THE CLADDING BEING USED. o 0 4 p E o�0�a 0�0 1, a WZ T F SEE NOTE 1 m o a (#8 PPH SMS)- 1-3/4"MIN. MS)___1-3/4"MIN. _ onh 11 16^1z1 i z� sC2 F' N.T.S. ° 2 VERTICAL CROSS SECTIONMG. BY. KV m 3 Direct to masonry SHEATHING 1 WALL COVERING THICKNESS -I F-= cHw ar: LFS 3 oRnnxvNc No.: � 4 VERTICAL CROSS SECTION FL-14998.8 30 sl= -L of 5 N a 8OC —� —4.5" 3 — 9• 4.5 FT " I1.5(TYP.) 7 z rc'trp-12 '''��rrrlll•l p t ```` o 0m z° U N d n 9 C l a t a CM a •,\ E E- Z m C W U 9 THROUGH STRIKE �, U a, 5 o a.t m TYP. 15 m L,: Fa a TYP. d 2XCi _ a °o? BUCK " �� S �'a vi z iR 6V v N Z O 2 < � � o MASONRY " a �~ OPENING o `2 � J �[ 0 a a �} M BUCK ANCHORING FRAME ANCHORING m 2X MASONRY (Sash removed for clarify) CONCRETE ANCHOR NOTES: W o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. C edge distance to mortarjoints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to E maintain the min.edge distance to mortar joints,additional concrete anchors o a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: w MIN CLEARANCE "MIN CLEARANCE ANCHOR ANCHOR MIN:% 8"tnAx a z 7KRE $fZE . EMBEDMENT TO MASONRY TO ADJACENT. O.C. h DG CHT1 I ITW F ^z z TAPCON 1/4" 1.1/4" 2" 4" DAM11/16 11 ° SCALE: N.T.S. ELCODWG.BY; KV 3 ULTRACON 4.5' _ WOOD SCREW INSTALLATION NOTES: CHK.er: LFS rc SILL FRAME ANCHORING 1TY OFAWNGNO.; 1.Maintain a minimum 5/8"edge distance, I"end distance,&I"o.c.spacing of FL-14998.8 0 wood screws to prevent the splitting of wood. (Direct to masonry) N SHEET 4 OF S G cl� le BILL OF MATERIALS -1.63"--I ` �C Q ITEM DESCRIPTION MATERIAL 1.63"~ -1.63"�I _�: B 2X BUCK SG 0.55 WOODI D =V u�, A * o Q=?LL m d �C C 1/4"SHIM SPACE MAX. - O � �Ni; Z rc;: D 1/d"X 2�/4"ELCO OR II1W PFH CONCRETE SCREW STEEL ° �° , o a ro MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI DINT m p,p8' w 0.09, % �'•., �0 1 ,a m m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE i 008 N ° �i��� ........... �C;`�� Z c m o F 114-X 1-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL It ° fl I q+++� I��� 0 N..z 1 I MAIN FRAME WITH RECEPTOR' PVCa s Z a z° 2 FIXED INTERLOCK' PVC 2 FIXED INTERLOCK 8 SASH 4 EQUAL GLASS ADAPTOR ` E i o o m c w 3 SASH' PVC \ l; n m M :)d o t 12 4 EQUAL GLASS ADAPTOR' PVC v a m a 5 SASH LOCK MEETING STILE' PVC y E o z Li 7 SILL COVER' PVC 8 d , 9 #8 X 1-3/4"PPH SMS STEEL 10 FIXED INTELROCK REINFORCEMENT STEELI O o 0 1.94' p 11 SASH INTERLOCK REINFORCEMENT STEEL 78"— o J� }— ' o so 12 SASH REINFORCEMENT STEEL o OOTwo of L) 13 GLAZING SPACER STEEL INTERCEPT ALUMINUM �� o 0 14 PVC GLAZING BEADPVC I L J�Q Lia 15 #8 X 3"PPH SMS STEEL L 6 SILL TRACK 7 SILL COVER -_a w o- 16 SASH CONTROL DUAL POINT LOCK#2468-84 STEEL z ¢r SASH INTERLOCK o � -�o 17 GLAZING COMPOUNG-TREMGLAZES700 SILICONE o v) oo in o Z o � 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED a `a BY EXTRUDERS UCENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". -^ 1.21" �-- �--I 1.25" fes- 0 1,28" m 0.108' o 0.123" 0.063" 0 ° 1 o 0.44"GLASS BITE z O 1"THICK GLASS FIXEDINiERLOCK SASH INTERLOCK SASHREINFORCEMENi 11 17 10 REINFORCEMENT +T REINFORCEMENT 12 w 1/8"ANNEALED = 0.090"DUPONT or SAFLEX PVB INTERLAYER � - i o ° 1/8"ANNEALED 5.56' a AIR SPACE } o z 3/32"TEMPERED w z .o 1 (� a o N 14 13 I �Q Z O CV o I ° p ° 1+ 1 DATE: 11/16111 i GLAZING DETAIL 1.23" I� L! o scaE N.T.S. G2 o DWG.BY: KV m 14 GLAZING BEAD O MAIN FRAME CHK.BY: IFS DRAWING NO.: FL-14998.8 0 N SHEET S OF $ .� V C RW R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Report N6.: rr8 ProdlictEvaltiation R/rt Date. April, 20.15 Product Sub Category Manufacturer Product Name Category Silverline Building Products "WEATHERSTOPPER" Exterior Sliding Exterior 1 Silverline Drive Series 5800-Model 5802 Doors Door Assemblies North Brunswick,NJ 08902 Extruded Vinyl Sliding Patio Door (732)435-1000 wl Nailing Fin-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E. (System ID#1998)for Silverline Building Products,based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do 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 heroin Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. Increase anchor length to account for sheathing or wall covering. 6. Site conditions that deviate from the details of drawing FL-14998.8 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-14998.8 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01410070 TAS 201,202,203-94 Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E. 2. Miami-Dade NOA Materials 14-0423.16 PVB Interlayer-Saflex(Eastman Chemical Co.) 11-0624.01 PVB Interlayer-Dupont Butacite 3. Drawing No. Prepared by Signed&Sealed by No. FL-14998.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by Anchorin RW BuildingConsultants, Inc.(CA#9813ge�ilt?t 8� � Lyndon F.Schmidt, P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt, P.E. ) 4 � 5. Quality Assurance ���c� �;e�f�� Certificate of Participation issued by Window and Door Manufacturers e Association,certifying that Silverline Building Products is manufacturing- products anufacturin No 43 ``gg oe fY� 9 9 9- products within a quality assurance program that complies with ISO/lEq e a 17020 and Guide 53. d- - - TATE OF e � RS '� N Lyndon F.Schmidt,P.E. E FL PE No.43409 �038911��1®�� Sheet 1 of 1 5/1/2015