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HomeMy WebLinkAboutProduct Approval Silver Line 55.48"MAX.OVERALL _ ___ _ _*��.' c .3so 2 '"Jdersen FIN WIDTH 52.0"MAX.OVERALL Z I`y- d m W I N D O W S D 0 0 R S FRAME WIDTH* -I _0 CO CO \% ZO M 00 z m a N o v C) x Z SERIES. 2900/4900 - MODEL 2901/4901 ; �,� 0 4 m aa� EXTRUDED VINYL SINGLE HUNG �` °z WINDOW w/ NAILING FIN o "NON-IMPACT' W_ C! Z 0 LL O �3 p Cn Cn �� o U, o w N / a GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). .�3 o` ^ 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base OVERALL OVER+iGL MAX GLASS DESIGN PRESSURE(PSFJ_ N N z material shall be beyond wall dressing or stucco. FIN F$AA t DLO TYPE w z 0 DlhtENSlON, . ,;LJfIG1ElYSl.Ofit DIMENSION: POSITIVE NEGATIVP LnLL �i 3. When used in areas requiring wind bome debris protection this product is required to be 47.48"x 65.48" 44.0"x 62.0" 39.0"z 27.75" G2 +50.0 -50.0 0 o protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 0"0" 33x 29.75" G1 +50.0 -50,0 66 0"48"x 69AW 38. x . . W 4. Site conditions that deviate from the details of this drawing require further engineering analysis 41. a by a licensed engineer or registered architect. z 41.48"x 77.48" 38.0"x 74.0" 33.V'x 33.75" G2 +50.0 -50.0 `�a W z TABLE OF CONTENTSa 51.48'x 75.48" 48.0"x 72.0' 43.0"x 32.75" G7 +35.0 -35.0 M N M " SHEEr# DESCRIPTION o 0 1 Typical elevation,design pressures&general notes 41.48"x 80.48" 38.0"x 77.0" 33.0"x 35.25" Gl +35.0 -35.0 N z v a° 2 Horizontal&vertical cross sections DATE: 10/24/11 i 3 Horizontal&vertical cross sections SCALE: N.T.S. a 55.48"x 75.48" 52.0"x 72.0" 47.0"x 32.75" Gl +25.0 -25.0 Dom.�; KV m m 4 Buck&frame anchoring 5 Components CHK.BY. LFS 3 z 6 BU of materials,glazing details&components 51.48"x 87.48" 48.0"x 84.0" 43.0"x 38.75" G1 +20.0 -20.0 ORAYAHD NO.: NOTE: Max.overall frame height and width occur on separate units FL-14911.1 0 u 1 OF SHEET 6 1' R.AClientsWiverline Building Products-P\Florda Product Approvals\FL-14911\C-Drawings\FL-14911(2014AFL-1491.1.1(-T34vrg,1-2 T 1 \ N 22 Vim/ T A A � .° aen ud ° V 0 < n a ° I 0000 .CO °d e y Q N N a ° a< O d° a Z n N o . I� v ^r v !0 to 1-1/4'"MIN. EMB.(TYP.) 9 M a Z m rn O .m A AXVI 02 Z m oa �+m 0 � ro x p .o 7 A O Ej Z N N c_ m o 0 N N W N N N m m L^ Z Z 83 a O 0 o ? A m p• A_ A Q O Q © A Q 0 - 00 �� y __- A a_1� a1A1lWs m A \1M�\\MUF m n n a 'a a ° N ° ° ad a a° m y m ``1ti1111111///� �z No.43409 '•. G� �27/S �•� PRODUCT: Doeumentn P.pered im SILVERLINE Lyndon F. Schmidt ��j�• '• Q� z o IN o K SINGLE HUNG WINDOW PP-E1. No. 43409 7isS� o co 2 3/20/15 UPDATE TO 5TH ED. (2014) FBC LFS PART OR ASSEMBLY: K /BUILDING CONSULTANTS, INC. ID' < 1 2DATE14 REVISE ANCHORING SCREWS F HORIZONTAL AND VERTICAL JI•YY P•O. Box 230, Valrico, FL 33595 CROSS SECTIONS Phone No.: 813.659.9197 REVISIONS I FBPE C.A. No. 9813 ®2011 R.W.BUILDIND OUNBULTANTB INC. 4 RAClients\Silverline Building Products-P\Florida Product ApprovalAFL-14911\C-Drawings\FL-14911(2014)\FL-14911.1-.9.dwg,1-3 A I0 d � o � QO a � o 0 :q 0000 %3 a I N P to Cn N b � � � 9 I0 a W d z M in O � IR x x x z y A N 3�Tt Gl0 - 0' go �•\ 0 G 0 m v Q v N � v m W W W N -M m z z O o O 0 9.'O m Co. C3 oA a_— 0 00 00 ° n 0 0 `0' o � x I— � - n � 0 0 2 Z 111t►ulFrrr� SCM / No.43409 T PRODUCT: Dooemente Proparod i SILVERUNE Lyndon F. Schmidt / (y�t It p o Z\ SINGLE HUNG WINDOW P.E. No. 43409 tiNp 2 3120115 UPDATE i0 57H ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. �1 (�\ 7 2126174 REVISE ANCHORING SCREWS LFS P.O. Box 230,Valrlao, FL 33595 NO DATE 8Y HORIZONTAL AND VERTICAL CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS F'BPE C.A. No. 9813 0 201 1 R.W.BUILDING CaNSULTANTe INC. 4.5"MAX. 4.S'MAX. O.C.(TYP.) ! L;y n N. Li O.C.(TYP.( a`� o•J� ro �RYP) Z' I� =U; * :mss �n :- Y. �y� cn c I D zik Za ro m \(y $ g cw H .o `>;`^ a mq S4tm v m G.a.T 2X BUCK E o i o ca •� o '3a: FRAME 'o Ff AME 2X BUCK o w z 5� vs V U Zy aZ r O v O �C 3 in w V 2X r_, FRAMING MASONRY MASONRY a OPENING OPENING a a TT m m a •— (TYP.) v LL BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING MASONRY 2X BUCK 2X STUD o E cprlcRETEANCHORNoIts: 2X FRAMING TO BE DESIGNED a 1.Concrete anchorlocatiom at the comers maybe adjusted to maintain the min. BY THE ENGINEER OR ARCHITECT W)v m dedge dutance to mortarjoints. OF RECORD BASED ON WIND LOADS ^w 2 Concrete anchor!ocationsnoted as MAX O.C.(IYR)•must be adjusted to AND THE CLADDING BEING USED. N N maintain the min.edge distance to mortar joints,additional concrete anchors n a m `o may be required to ensure the MAX.O.C.I`M.)"dimensions are not exceeded. _ 3.Concrete anchor table: 1-00 Z ' IN.CLEARANCE'MIN CLEARANCE. o ANCHOR NCHOR MM o iY`P�: SIZE EMBEDMENT Ta MASOryRY ;;TO ADJA;fENF� DATE 10/24/11 ? .ANCHOR;...:; SCALE: N.T.S. a' ITW 1/4" 1-1/4" Y 4" cwc.BY: KV m TAPCONe v ELCO — CHK Br. LFS 3 ULTRACON® 1/4" 1-1/4" 1" 4° 13RAWING NO.: ¢ z WOOQ SCREW INSTALLA110N NOTE: FL-14811.1 0 1.Mafnfoln a minimum 5/8'edge distance.1"end distance,d I"o.c.spacfng of a N y wood screws to prevent the splitting of wood. SHEET 4 OF 6 G R:\Clients\Silverline Building Products-P\Florida Product Approvals\FL-14911\C-Dravrings\FL-14911(2014)\FL-14911.1-.9.dwg.1-5 , I = o• — O b - � D o C D AziLF1 5 O D a A� 3 m 0 TIM .0r a {– .67' 1 I I w � � n 0.065' N P r = T n O N Z s 0 o � A w y 0 Z y L — 4.24" a. �z vu 0?' n? O --I .24' 0 0 0 0 I 0 f 3.91" No.43409 - 01 PRODUCT: - Document.Plop—d r. SILVERLINE Lyndon F. Schmidt I� SINGLE HUNG WINDOW P.E. No. 43409 �i��s. ..... c o `' – y 2 S/20 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS,I INC` T to\ 1 2 26 I4 REVISE ANCHORING SCREWS ITS I� -• � G P.O. Box 230, Valllco, FL 33595 NO DATE BY COMPONENTS Phone No.: 813.659.9197 I REVISIONS FBPE CA No. 9813 0 2011 R.W.BUILDING CUNSULTANTS INC. - BELL OF MATERIALS •. ITEM DESCRIPTION MATERIAL M A 2X FRAMING SG>=0.42 WOOD B 2X BUCK S01>=0.42 WOOD C 1/4"MAX.SHIM SPACE 519-OVERALL N.-5 z �' �� m D 1 XX 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL F THK.GLASS %V.:, S MASONRY-3000 PSI MIN.CONCRETE CONFORMING TO ACI ..,, ��G.` E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE QO 12 j- 3132"ANNEALED //// 'Ir*p",`�;`�� Z o W o F #8 X 1-1/2"PPH SMS STEEL Y $N Z H #8 X 2"PPH SMS STEEL o o o z°d 1 EXTRUDED VINYL PVC WINDOW HEADER W/FIN#2902' VINYL AIR SPACE E Em 9 0`o o 2 EXTRUDED VINYL PVC WINDOW MEETING RAIL#2907' VINYL O 3/32"ANNEALED a N"a 'm d a 3 EXTRUDED VINYL PVC SASH TOP RAIL LOCK #2908' VINYL 13 ri s 1z 4 EXTRUDED VINYL PVC SILL W/FIN#2903VINYL 1/ GLASS `� E -Z 2" 5 EXTRUDED VINYL PVC SASH LIFT RAIL BOTTOM #2949• VINYL WE o w 6 EXTRUDED VINYL PVC SASH GLAZING BEAD#1227' VINYL 7 EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD#1257• VINYL GLAZING DETAIL z 9 EXTRUDED VINYL PVC JAMB W/FIN#2907' VINYL z 10 EXTRUDED VINYL PVC SASH STILES#2905' VINYL z �,Z 12 INTERCEPT SPACER STEEL z J ? 13 GLAZING COMPOUND(DOW#1199) SILICONE *� l 20 SASH REINFORCEMENT 6061-T6#2938 ALUMINUM 5/8"OVERALL i m 21 ROLL FORMED STEEL TOP RAIL REINFORCEMENT#2821 STEEL THK.GLASS22 ROLL FORMED STEEL MEETING RAIL REINFORCEMENT#2919 STEELa ti 1/8ANNEALED30 SASH LOCK BY SILVERUNE#2241 VINYL cn 0 Jo 31 KEEPER GLAZING BEAD BY SILVERLINE#2240' VINYL 0 tE ca32 KEEPER ATTACHMENT SCREW#6 X 3/4"PFH TYPE"A"ZINC PLATED STEELAIR SPACE N�THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 1/8"ANNEALED 13 12 me1/2'GL ^H 0 BITEin N U V N z G2 GLAZING DETAIL w i o In ---� 0.36"t - In v 0.68" 0 0 0.062 =3 O z to o h2 f o W z 0AS5" I B 2U REINFORCEMENT 2T REINFORCEMENT 22 REINFORCEMENT N �z d Jamb Top sash Meeting rail DATE. 10/24/71 = c rn scuE: N.T.S. a = Dwo.eY: KV m a0 CHK.BY: LFS 3 DRAWING NO.: FL-14911.1 a {` N SHEET B OF 6 V (L