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Home My WebLink AboutProduct Review Affidavit Florida Building Code Online Page 1 of 3 :FlQ7 a�iEpCitilS?tlt SCIS Home F Log In f User Registration I Hot Topics A Submit Surcharge i Stats&Facts Publications FBC Ste ; BCIS Site Map LinksSearch ` Busines �? s• "'product Approval Professi al + USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail r * FL# FL14994-R1 w I€s.}.,.,. Applica[lon Type Revision Code Version 2014 Application Status Approved �I I+ Comments Archived Cl Product Manufacturer Silverline Building Products Corp. j Address/Phone/Email-- - . • - _ One Silverline Drive _ -- North Brunswick,NJ 08902 j (800)234-4228 Ext 4644 Jonberrian@slbp.com Authorized Signature Vivian Wright rickw@ rwbldgconsultants.cpm I� Technical Representative Address/Phone/Email I Quality Assurance Representative j Address/Phone/Email it Category Windows �. Subcategory Horizontal Slider i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. i f the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers AssoclIa1tion-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J.King,P.E. Wj Validation Checklist-Hardcopy Received I, Certificate of Independence FL14994 R1 COI CERTIFICATE of INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 ,,I 2008 ASTM E1886 �I 2005 ASTM E1996 2006 TAS 201,202,203 1994.. - - -- Equivalence of Product Standards Certified By I� Sections from the Code I Ij https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj591 MDrx2%2fl... 7/1/2015 Florida Building Code Online Page 2 of 3 . LI i. Product Approval Method Method 1 Option D j Date Submitted 04/27/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 j Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 14994.1 a.Series 2800 Model 2802 Extruded Vinyl Horizontal Sllder Window with Nailing Fin-2 Panel(OX or XO Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14994 R1 I I Inst 14994.1�:ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third;Party:Yes Design Pressure:N/A Evaluation Reports ' Other:See INST 14994.1 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994 l.pdf additional use limitations,installation instructions and Created by IndependentThirdlParty:Yes product particulars. 14994.2 b.Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin-3 Panel(XOX Configuration) Limits of Use Installation Instructions j Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.2;pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A -Evaluation Reports I`I Other:See INST 14994.2 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994i2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14994.3 c.Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange-2 Panel(XX Configuration) Limits of Use Installation Instructions I i Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.3i.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other:See INST 14994.3 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.3.pdf additional use'iimitations,installation instructions and Created by Independent Third Party:Yes product particulars. j 14994.4 d.Series 8700-Model 8700FIN Extruded Vinyl Horizontal Slider Window with Nailing Fin-2 Panel(XX Configuration) j Limits of Use Installation Instructions Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.4.x) Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by IndependentThird Party:Yes Design Pressure:N/A Evaluation Reports illI Other:See INST 14994.4 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994�4.�df additional use limitations,installation Instructions and Created by Independent ThiH Party:Yes product particulars. 14994.5 e.Series 8800-Model 8803/8804 Extruded Vinyl Horizontal Slider Window-3 Panel(XOX Configuration) Limits of Use Installation Instructions is Approved for use in HVHZ:No FL14994 R1 11 Inst 14994!5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I{ Other:See INST 14994.5 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.5.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.. 14994.6 f.Series 8800-Model Extruded Vinyl Horizontal Slider Window with Nailing Fin-3 8803/8804FIN Panel(XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL14994 R1 11 Inst 14994.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14994.6 for Design Pressure Ratings,any littps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDrx2%2fl... 7/1/2015 ii SilverLind \� �. �. yAndersen �: z z WIN °ROWS-• DOORS zo; $„ �rllllrl"►1`� cap�t6 z° SER/EJ 70iJ " MODEL 700 73"MAI.OVERALL FRAME WIDTHJh EXTRUDED VINYL HORIZONTAL SLIDER WINDOW A "NoNaMpacr 6� $' v C GENERAL NOTES o u� I. This product has been evaluated and is In compliance with the 51h Edition'(2014) o Florida Bull Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on detalls.Anchor sembedment to base material shall be beyond wall dressing or stucco. z 3. When.used In areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section N A 1404.1.2 of the FBC. 0 0 W ,� e 4_ For 2x stud fromiing.construction,anchoring of these units shalt be the same as that shown for 2x buck masonry construction. 5. -Site conditions that deviate from the details of this drawing require further p engineering analysis by a licensed engineer or registered architect. ? ti 1-12 4Ri4lEALO '2 TABLE OF CONTENTSbIMENSfON„ NS10bfMEN POSRIV ,NECrATIV , o 0 o SHEET# DESCRIPTION Z 1 Typical elevation,design pressures& eneral notes 73.0"X 63.0" 32.88"X 56.25" Gl +20.0 •20.0 ATE 11 16 .11' i n 2 Horizontal cross section srlac N.7.& 3 Vertical cross sections 73.0"X 48.0" 32.08"X 41.12" GT +40,0 -40,0 uwc,FY, m 4 Buck and frame anchoring KV 5 BIII of materials,'g wring detail and components °W m` LFS 3 dx4wINU N0,1 p FL-14994,3 s o asrto:r 1 av 5 � R:\ClientASllverllne Building Products--I Viorida ProduR Apprmals\FL-14994 Horizontal Slldel\C-Drawings\FL 14954(2014)\FL-149943-.B.dwg,23 i 1' i. A N N ?. cw X of H °z x I N WW • d X71 I� 1� N zZ CL it m m O I: Ccs C5 mCID i l0 3 v� w o I I -i co n C _ a V N z a ~ A Z n� a03 nZ N r m N li Na.43408 PRODUCT: 000um.nt.Pr.Ford By:i Lyndon F. SDhlmldt % .ICR.D1:•• /S••••........ n P{ @ HORIZONTAL SLIDER WINDOW P.H, No. 43408 I� to •• ff 'I PART OR ASSEMBLY:. �K BUILDING CONSULTANTS, INC. .p �t to 1 –,3/—?8 15 UPDATE TO 5TH ED. 2014)Fl JK J 1� P.O.'Box 230,Valflao. FL 33595 • HORIZONTAL to W NO DATE BY CROSS SECTIONS' Phone No.: 813.859.9107 REVISIONS FBP,E CA No. 9813 021311 R.W.BUILDING CDNSULTYN"INC. 'II i kL1Qlents\SNerfule Building Products-PtFlodda Product ApprMIAFL-14994 Horizontal SlideAC-Drawings\FL.14994(2014)\FL-149943-Adwg,33 I l I I I'I i� n C" o V N � WN m I • r •y I I l a -u- m -m EMB.(TYP,) g z mA W � � I1 r o I •.a. .nn O N m y o a ti I • O o C1 _ 0 1-1/4°MIN. z3 O EMB.(TYP.) y y e�• �i z c1 j A � Ili 1-1/4"MIN. z z EMB.(TYP.) m m Sc No.43409 Pi' Q PRODUCT: Deeoments P.np—d toy. . n c, ' �i 'RoFOOR•'•�� Lyndon F. Sctimtdi �/ �'• (�`�� o HORIZONTAL SLIDER WINDOW P.E. No. 43409 ///S/ I�+ `�� a, o Z m /�111fRnri�� $ y PART OR ASSEMBLY: /��7��BUILDING CONSULTANTS. INC. to N fn [NO. 3 18.15 UPDATE 70 5TH ED. 2014) FBC JN VERTICAL Jl.-I/l/ P.O.I Bo><230, Valrlco, FL 33595 I� W DATE BY l,Y Phone No.1 813.859.9197 - REVISIONS CROSS SECTIONS MME C.A. No. 9813 02011 R.W.Bt11LGING OONGuLrnNr ING. 40 .: .. TYP.HEAD, t �ll1t1711 T --- - — Z.—_ - - ,.- CI SILLSJAMB !1` e;.•,+; F 2XBUGK e — ,a :n._m_ga-W—.`— MEETING RAIL SHOWN R FOR REFERENCE M 1X BUCK2XBUCK k c� 2X BUCK �) ?X BUCK (SEE NOTE I) DIREGT70 E MASONRY FRAME K MASONRY q OPENING II MASONRY OPENING M 1X BUCK 3 c� s W LU {A. • !. G W m INSTALLED THROUGH THE N x •• '• ALUMINUM STRAP ANCHOR(iYP) D cr o rn (STRAP ANCHOR REQUIRED FOR 'n i NOTE I FRAME HEGHTS>36'AND a z a o BUCK ANCHORING (I)ANCHOR IN EACH TRACK 0 EACH LOCA71ON(TYP). DESIGN PRESSURES>20 PSF) r OFxFSETANCHORS IN IX BUCK INSTALLATION AS �m NECESSARY TO MAINTAIN MSN.CLEARANCE TO FRAME ANCHORING In ADJACENT CONCRETE ANCHOR:ig 2X MASONRY w s N Z W (j) CONCRETEANCHOR NOTES: e 1. Concrete anchor locations at the comers may be adusted to maintain the min. a w edge distance to mortarjoints. z 2 Concrete anchorlocations noted as"MAX ON CENTER"must be adjusted to e maintain the min.edge distance to mortarjoints,additional concrete anchors z a may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. F 5 3.Concrete anchor table: =w S;(lMlN4i4 EAR [VGt:;:ININ:;Sy4EJ1.RAIVGE �o z �IA�CHt?R ANCHOR .NfIM ............. o y 7O MASONRY 70�CD9AENi: '' a ::;75'F)o-,::.,,:::;.3fZE,::•:::: I!�BEDhAtNf.:;:r a;sa. :::.:.... a :::.:._:-.:.,.:::::.:..:.::.:....:::.:.::.:_: ...:..:._.;.:•:::;:::...::..;:.. ..... r SANCMOR4f'dr:: ^z i 11W ® 1/4" 1.1/4" 2 4" rite'l tfl6Jt 1 ° II TAPCON SCAIZ, N.T.S. ELCO m ULTRACON" 1/4" 1-]/4" 1" 4" MG.e+: xy 3 CHC BY. tj WOOD SCREW INSTALLATION NOTES: oanvnN No•:LFS T.Maintain a minimum 5/8"edge distance,Pend distance,d,.l"o.e.spacing of FL-14994.3 0 wood'screws to prevent the splitting of wood. w o sneer 4 or 5 z BILLOFMATERIALS —^1.Ss� o4,�•,.. RfM DESCRIP710N MATERIAL 1 Q A IX BUCK G x 0.42) WOOD B 2X BUCK G>=0.42 WOOD 0.3s'--j )� _�' Z,— C 1/4''MAX.SHIM SPACE STEEL :q 0,07' 0.04" �` S� • _�' D 1/d X 2-3/4"ELCO OR ITW PFH CONCRETE SCREW STEEL �'••., �� -o:o ro - - E 30iSONRY-ORHOLLOWOPSI MIN.CONCRETE BLOCKCONFQRMINGTOOFIISTMC90I TO ACI CONCRETE } �1 ��//�tFrt* i� � oMmz° — - =F 410 X 2"-PPH SMS 1;118°MIN.-EMBEDMENT - -- ---�- .--- STEEL 1 SASH RA C o 00 x z 1 !kt MEETING STttF' _ _ GtAItNG BE D 19 0 8 H #8 X 1-3/d"PPH SMS�l-3/8"MIN.EMBEDMENT - ` - STEEL--- - --_.9_ -.2- _ __ �. h S m m o K T/4"X 1-314„ELCO OR ITW HH CONCRETE SCREW STEEL - - q r ---- —. �g . 9_..-`oa M 1/4"X 3-1/4"ELCO OR ITW PFH CONCRETE SCREW STEEL w m a.n u , � N #8 X.7S'PPH SMS STEEL r i"� E oz 1 STRAP ANCHOR#8795 ALUMINUM 2 GLAZING BEAD#951.7• PVC 0.07d' a a 3 MAIN FRAME#8701' PVC o a 54 4 GLAZING SPACER STEEL i' f o z 14 O.DT` v' 5 GLAZING COMPOUND DOW#1199 SILICONE SILICONE t� 3 caw 8 INTERIOR MEETING STILE#8708' PVC 9 PULL S71LE#8706 PVC a a 10 EXTERIOR MEETING STILE#8707' PVC II 0.065 $ 11 SILL INSERT#8722" PVC y 12 SASH KEEPER LOCK STEEL -' tia 16 WINDOW LOCK PLASTIC J8 EXTMEE77NGSAo CE it sitCiksERT / tLSNE fir„ 17 WEATHERSTRIP - o 3 18 WEEP HOLE" PVC a a m 0 19 SASH RAIL#8704* PVC1.66" 1.6r 21 EXTERIOR MEETING STILE REINFORCEMENT#8516 STEEL 0.78" m 22 INTERIOR MEETING STILE REINFORCEMENT#8761 STEEL `THE APPROVED WHITE RIGID.PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED 0 0�„ ^i�, p p75» � LL BY EXTRUDERS LICENSEES IN"AAMA CERIIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.04 r jo, _.J.. N N O poN z GT c2i .Ems`'"'Snll REIN&. 24 /Nf.MIG.STrtE REINK o OS'GLASS BITE 3m THK.GLASS MdfN FRAME q ox 4.4" as 3132"ANNEALED r F E AIRSPACE ASr 0.07" F o 0 Z v 3/32"ANNEALED j Oka iT/16 . 0 4 ..(L— SCALLN.T.S. M.BY: KV m z 2Gi GLAZINGDETAll Y3 NAit&IN 24 NAIL FIN cHN BY: LFS O WING NO.: FL-14494.3 0 o SHEET 5 cF 5 Florida Building Code Online Page 1 of 3 RM •^DapahiTY'flta` SCIS Home i Log In I User Registration I Hot Topics n Subm[t Surcharge Stats&Facts Publications FBC Stag' SCIS Site Map Links ( Search I BrllS{lCltc�cS ^��I �ti�... PCOfeSSi GI ��, � ,SEx Pueic�Ppravai Product Approval Menu>Product or Andication Search>Application Lis[>Application Detail 1 z FL# FL14994-R1 Application Type Revision Code Version 2014 I' Application Status Approved Li Comments i Archived (� i 1 Product Manufacturer Silverline Building Products Corp. ' Address/Phone/Email One Siiverline Drive' '' North Brunswick,NJ 08902 I (800)234-4228 EXt4644 Jonberrian@slbp.com 1111; Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category Windows i' Subcategory Horizontal Slider �!) I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E, I I the Evaluation Report Florida License PE-43409 i Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J.King,P.E. C Validation Checklist-Hardcopy Received Certificate of Independence FL14994 R1 COI CERTIFICATE of IN>DEPENDENCE Rdf' IIi Referenced Standard and Year(of Standard) Standard j' Year AAMA/W D MA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 - - II I Equivalence of Product Standards Certified By LI 4� 1 - Sections from the Code j i, �i �I %iMrX2%2fl... 'https://floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQwtDquZRj59 7/1/2015 I� Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summa ry of Products FL# Model,Number or Name Description 14994.1 a-Series 2800 Model 2802 Extruded Vinyl Horizontal Slldelr!Window with Nailing Fin-2 Panel(OX or XO Configuration) Limits of Use Installation Instructions Approved for use In HVHZ-No FL14994 R1 11 Inst 14994 1 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports .; Other:See INST 14994.1 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994.1.1)d additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 14994.2 b.Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin-3 I Panel(XOX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ.,No FL14994 R1 11 Inst 14994.2,pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14994.2 for Design Pressure Ratings,any FL14994 R1 AE.Eval 149941 additional use limitations,Installation Instructions and Created by independent.ThIrd. Party:Yes product particulars. 14994.3 c.Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange-2 Panel(XX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL14994 R1 11 Inst 14994.3.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure.,N/A Evaluation Reports Other:See INST 14994.3 for Design Pressure Ratings,any FL14994 R1 AE Eval 14994—,-, additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars: 14994.4 d.Series 8700-Model 8700FIN Extruded Vinyl Horizontal SlliIe'r Window with Nailing Fin-2 Panel(XX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ:No FL14994 R1 11 Inst 14994,4.r)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14994.4 for Design Pressure Ratings,any ELIA994 R1 AE Eval,14994!4.pd additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars.' 4994.5 re.Series 8800-Model 8803/8804 Extruded Vinyl Horizontal SliderWIndow-3 Panel(XOX Configuration) Limits of Use Installation Instructlons,1�1 Approved for use In HVHZ:No FL14994 R1 11 Inst 49 -,.5. d Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Other:See INST 14994.5 for Design Pressure Ratings,any FL14994 994 S.ndf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars: 14994.6 f.Series 8800-Model Extruded Vinyl Horizontal Slider Window with Nailing Fin-3 — 18803/8804FIN Panel(XOX Configuration) Limits of Use Installation Instructions Approved for use In HVHZ,No FL14994 R1 11 Inst 14994.6.1)d Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schrhidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:See INST 14994.6 for Design Pressure Ratings,any II II https://floridabuilding.org/pr/pr app dtl.aspx?pararn=wGEVXQWtDquZR 590/62fDrx2%2fl... 7/1/2015 SilverLind .��-. . O M byAndersen o . WiNDOWS • DOORS Z o, :v%, N M ��j4 .Mr• •,t>>� o�z Nr � m •: " v ------._..—.....�_. _.—__�--__.'--- --i-- — --- -"• o Ern_ SERIES 8700 = MODEL 8 700 73"MAR.OVERALL FitAME WIDTH a W BE EXTRUDED VINYL ' HORIZONTAL SLIDER WiNDOW3tz z OJ 3 02W GENERAL NOTES N 0 0 3 1. This product has been evaluated and is in compliance with the 5th Edition(2014) O W X X a z a o Florida Building Cade(FBC)structural requirements excluding the"High Velocity u Hurricane Zone"(HVHZ). ! }m 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing orstucco. s = 3. When used in areas requiring wind bome debris protection this product is required / N to be protected with an impact resistant covering that compres with section 1604.1.2 of the F8C. e 4. For 2x stud framing corMruction,anchoring of these units shall be the some as that ' a Q a shown for 2x buck masonry construction. 12 5. Site conditions that deviate from the details of this drawing require further Z engineering analysis by a licensed engineer or registered architect. - lNAIC e Irtd1f GLAS$ PEStGNPRBSSUREZP3Fj o � a $ TABLE OF CONTENTS OIM NS ON... • DIMENON 7YPEI�STTfT/E NEt+ATIYI. n Z SHEET# DESCRIPTION m 1 Typical elevation,design pressures&general notes 73.0"X 43.0" 32.88"X 36.25" GI +20.0 40.0 DATE 11/16/7 1 = o`- 2 Horizontal cross section SCALL N.T.S. 9 3 Vertical cross sections 73.0"X 48.0" 32.88"X 41.12" G1 +40.0 -40.0 DWG,rn.; KV m 4 Buck and frame anchoring 5 Bill o materials,'gl®ng detail an components cwc art LFS 3 DPgWINO NO.; � FL-14994.3 a sxa:r 7 or 5 � I R\Clients\SilverOne Building Products-P\Florida Product Approvals\FL-14994 Horizontal Slider\C-Dcawtngs\Fl 14994 Q034J\FL-149443-.8.dwg,23 i II i 3 7- w m of W O Z N 47 W W I d � Z ' a � L aCD o m j m o m m s N H 3 C.0 m 0- NN � V y £a rA W ' Pn n nn a A Z O' �� N �O ao n a :9? go N m Li .'I ' I �I �.� V.•��cPlia�c••.7• �� ND.43409 PRODUCT. 0ooum.nt.Pnpw d By;-,�• Lyndon F. Sohmidt �i/'C��•••�OR1Dr=G```: I HORIZONTAL SLIDER WINDOW P.E. No, 43408 too z m rrrrtlttt� o � .'y C, PART OR ASSEMBLY: �{�7/�BUILDING CONSULTANTS, INC. "gyp T fn 1 375715 UPDATE TO 5TH ED. 2014 FRC JK eJ li 1/I/ 'P.O.I Box 2.30, VoIrioo, FL 33595 Ln w HORIZONTAL YY W NO DATE BY Phone Nq.e 813.669.9197 REVISIONS CROSS SECTIONS FSP,E CA No. 9813 02011 R.W.9UILUIN3 CGN5ULTANTB INC.. R•%0ients\SINerIine Building Products-P\RoridaProdw Approvals\FL-14994 Horizontal Slldet\C-Drawings\FL 14994(2014)\FL-149943-9.dwg,33 I ,I ,I O IA n I_ m w I <15 W N N > ,b• o IIS r mn ,.4 m �I EMB.(TYP.) 0 m W IMM�IIIii •. I.I P'•• C � I rn � o ii� •a 0 n Z ° . � w A � �n . • ww •,+ � •. m•b Q 'f rn - o n '' G r •e 8 ,00 0 1-1/4°MIN. p EMB.(T'(P.). 1.2 y o z 1-1/d"MIN, z z EMB.(TYP.) m m �tSC')il►�j� N0.43409 7,, i i QI PRODUCT: Docurnenta P pored 9y. Lyndon F. Sehmldl �e�•�•'••.....•••'��'! It' z HORIZONTAL SLIDER WINDOW P.E. No. 43409 ?\ - PART OR ASSEMBLY: �/� BUILDING CONSULTANTS. INC, r .gyp ti \[NO 737-8/1-5—UPDATE TO 5TH EO. 2014) FBC JK e/l��P,O. Bax 230, Valrlao, FL 33595 Imo' w DATE BY VERTICAL Plione No.: 813,859.9197 REVISIONS CROSS SECTIONS HOE C.A. Na 9813 ®2011 R:W.aulI :Na amwsu T H"ING. I ```,` In (TYP-) 4.5" 3' • Nr 3 ' , m ��PJ PP.]J = 20" .itY�. , fid` lain moo y. Q ` tLtZO Doe y v o xz� TYP.HEAD, I I — F 2X BUCK -- – --- - e ` rn a 9 q€a ----- SILL&JAMB MEETING RAILSHOW14 ° "! m a a • _ I FOR REFERENCE M 1X BUCK H BC ? o 2X BUCKE cZ 2X BUCK )SEENOTEIJ :DR,EUCTK0 RW MASONRY II FRAME K MASONRY C 10 MASONRY Q OPENING OPENING M 1XBUCK 3o z II Z � 3 U OC nl I I Lal J f _ ..l4;.• : `e di; ,- 6" INSTALLED THROUGH THE N O Y °�• '.•�Q �'• ALUMINUM STRAP ANCHOR OF) R o ,'3 2 (STRAP ANCHOR REQUIRED FOR z < m NOTE 1 FRAME HEIGHTS>3d"AND a a BUCK ANCHORING (1)ANCHOR IN EACH TRACK @ EACH LOCATION(TYP). DESIGN PRESSURES>20 PSFJ OFFSET ANCHORS IN IX BUCK INSTALLATION AS m t NECESSARY TO MAINTAIN MIN.CLEARANCE TO FRAME ANCHORING F ADJACENTCONCREFEANCHOR. 2X MASONRY N !A Z O to CONCRETEANCHOR NOTES: o I.Concrete anchorlocations at The comers maybe adusted to maintain the min. H z R edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoinfs additional concrete anchors a ' Z F may be required to ensure the•MAX.ON CENTER"dimenslon are not exceeded. $ 3.Concrete anchor table: mo i LL :'.:•;•.:.;;.::.. .. ;::::;::..............;........... ;:ix.`;:.;-.:.::;•. :CIE.ARANO::M.IN'tG1Fa4.RtANGE ::ANCHOR ANCHOR h�IN ..,y TO MASONRY JO ADJACEtVT .. ;;;:.:SITE.;:.;... MHEDMI o ::..:...........:...........:......._._.......::...:::..::....::...:::_:.:..:.::EDGEa:•:::.;;::_.:.•:.:ta;•t�1NCHOR:•:'s: -e 11/16/11 0 TAITW 1/4" 1.1/4" 2" 4" s N.T.S. m3 - M.er: KV 3 ELCO ® 1/4" 1-1/4" 1" 4" cNK,BY: LFS ULTRACON DRAWING NO.: WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 5/8"edge distance,1"end distance,d.l"o.c,spacing of FL–14994.3 0 wood screws to prevent the splitting of wood. SHEEr 4 or 5 jgw O t BILLOFMATERL415 1.56" `�ti�A,�.•"' ��+j�i,� n REM DESCRIATTON MATERIAL l V, @ •• A IX BUCK G>=0.42 WOOD c� e ~�Z 7g y �• B 2X BUCK G a=0.42 WOOD N��`� C 1/,V MAX.SHIM SPACE STEEL :a j ��Y'• ;. � z m M O.OT 0.04" m 1_ r , R-a D 11/4"X 2-3/,V ELCO OR TTW PFH CONCRETESCREWSTEEL o r/��'•.., ,�. V E MASONRY.3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ]AX-1 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 -- -F=-#:10'X.2"-P-#.l0EMBEDMENT - —_ STEELp Z z° _ t W.MESA G SALE GLA G BEAD !4S SH RAIL �� y v H #8 X 1-3/4"PPH SMS 1-3/8"MIN.EMBEDMENT - STEEL-- —� --— - --- --- E'-c m 9 p°c w K 1/4X 13/4'ELCO OR ITW HH CONCRETE SCREW STEEL -' - — g- °,a .d+N Mf--J. 'L. .. M U4"X 31/4"ELCO OR ITlN PFH CONCRETE SCREW STEEL r m d a — �{ 4 N #8 X.7S'PPH SMS STEEL 1" ( v z 1 STRAP ANCHOR#8795 ALUMINUM 2 GLAZING BEAD#9517' PVC 0.070" Sd "^ 3 MAIN FRAME#8701' PVC ° 1.54 4 GLAZING SPACER STEEL I m o z 5 GLAZING COMPOUND DOW#1199 SILICONE SILICONE O.OT r� :s ' 8 INTERIOR MEETING STILE#8708PVC a 9 PULL STILE#8706' PVC = r ao 10 EXTERIOR MEETING STILE#8707• PVC I I 0.065` c 71 SILL INSERT#8722' PVC m 12 SASH KEEPER LOCK STEEL o d rL EXL MffDNG STILE SIU INSERTULl !E : r� 16 WINDOW LOCK PLASTIC v o o Jn 17 WEATHERSTRIP - o x a m 3 18 WEEP HOLE" PVC 0 19 SASH RAIL#8704' PVC �•-- 0.5' 1.66"- -}-=1.6T--{ } 2I EXTERIOR MEETING STILE REINFORCEMENT#8516 STEEL 10.7B' F»- ( f{ 22 INTERIOR MEETING S11LE REINFORCEMENT#8761 STEEL �� f 'THEAPPROVm WHITE RIGID.PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 0.03X0075' BY EXTRUDERS UCENS EES IN"AAM A CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.04(V o S _fXT MTG.3TILE RFiNA 2Y MTG. tE RE NF 9-2 O.8'GLASS BITE o 3/4"iHK.GLASS 3 MAINFRAME a u z 3/32'ANNEALED s � AIRSPACE 11 0.07, .O5 cq We 11116111 � z 3/32°ANNFAIE,0 c 4LT I scut: N.T.S. awG.at !CV m 2 cwc.BY., LFS G ZING DEr4lL NAiI FtN NAtt F!N Gl 23 24 BNnwutG Na: FL-14994.5 n N sneer 5 of 5 9 n _ Florida Building Code OnlinePage 1 of 3 r .,.lite •.�. EIC-idi CB{?Sftft Iff SCIS Home €Log in User Registration I Hot Topics Submit Surcharge Stats&Facts i Publications FBC Stied i BC IS Site Map i Links Search pC�feSSl@ �� USER Public User Regulation- Product Approval Menu>Product or An Plication Search>Application List>Application Detail FL# L14911-R Application Type Revision Code Version 2014 Application Status Approved I I Comments Archived C l Product Manufacturer Siiverline Building Products Corp. Address/Phone/Email One Silverline Drive — North Brunswick,NJ 08902 (800)234-4228 Ext4644 Jonberrian@slbp.com i Authorized Signature Vivian Wright rickwC&rwbldgconsultants.com i 1' Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 j (732)435-100D jonberrian@slbp.com II Quality Assurance Representative Address/Phone/Emall Category Windows Pi Subcategory Single Hung j ii Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J.King,P.E. i Validation Checklist-Hardcopy,Received it i Certificate of Independence FL14911 R7 COI Certificate Of Independence(2 df Referenced Standard and Year(of Standard) Standard AAMA/WDMA/CSA/101/I.S.2/A440 I 2008 _. - AAMA/UUDMA/CSA/101lLS.2lA440 '�i _ - - 2011 ASTM D1929 1996 ASTM D2843 I 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 2005 ASTM E1996 2009 ASTM G26 1995 TAS 201,202 and 203 1994 i I) j https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquZRj59%o2fDrx2lbtd.., 7/1/2015 Florida Building Code Online Page 2 of 3 EI Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or(Architect FL14911 R7 Enuiv EauivalencyOfStand6rds.r)d I, Sections from the Code II Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 summary of Products Go to Page Page 2 2 FIL# Model,Number or Name Description 14911.21 u.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 11 Inst 149 1.2jjdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I I Other:See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911'.'21.Ddf any additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 14911.22 v.Series 70 Model 2127 Extruded Vinyl Single Hung\�,Indow-Nailing Fin Limits of Use Installation Instructions (; Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911,22,12d Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 11 Other:See INST 14911.22 for Design Pressure Ratings, FL14911 R7 AE Eval 14911%22.1) any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 14911.23 w.Series 70 Model 2127 Extruded Vinyl Single HungW Indow-'Flange Limits of Use Installation Instructions 11 Approved for use in HVHZ:Yes FL14911 R7 If lost 14911.23,pd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact mpact Resistant:Yes Created by Independent THI r,d Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eval 14911,23.12d any additional use limitations,Installation Instructions and Created by Independent third Party:Yes product particulars. 14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl jk6dow with Nailing Fin Limits of Use Installation Instructionsi I Approved for use in HVHZ:Yes FL14911 R7 11 lnst14911:24.1)d Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schiihidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 11 Other.See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eval 14911,24.pdf any additional use limitations;Installation Instructions and Created by Independent Third Party:Yes product particulars. 14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded VinyiW' indow with Nailing Fin Limits ofUse Installation Instructions' Approved for use in HVHZ:Yes FL14911 R7 11 Inst`1491i�.25.pd - Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant.,Yes Created by Independent TIJIrd Party:Yes Design Pressure:N/A Evaluation Reports i 1 Other:See INST 14911.25 for Design Pressure Ratings, FL14911 R7 AE Eval 14611.25j)df any additional use limitations,installation Instructions and Created by IndependentTfilrd Party:Yes product particulars. Go to Page 0 0 Page 2/241 0 littDs://floridabuilding.org/pr/pr� apt) dtl.aspx?param=wGEVXQWtDquZRi59��/o2fDrx2lbtd... 7/1/2015 U C1 SilverLine "o° =z 9 byAndersen N WINDOWS • DOORS5325' � .......... > MAX.OVERALLFLANGEWIDiH /i��q'rrt „````�� a m.Z - - - ---- - -- 52 9 :5- cs Y z —� 00"MAX OVERALL FRAME WIDTH -{ - ----- - - - - I - - - 'E _ SERIES 70 - MODEL 2 I2 7FL -_ 9-. N a Ng m o EXTRUDED VINYL SINGLE HUNG .WINDOW iii a E � .14 � w/ or w/ovf FLANGE "NON-IMPACr' GENERAL NOTES ry 1. This product has been evaluated and is in compriance With the 5th Edition(2014)Florida Building Code(F3C)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 'o o / _ � vii o jo� 2. Product anchors shall be as lsted and spaced as shown on detals.Anchor embedment to base f �I a material shag be beyond wail dressing or stucco. S a a X 3- When used in the"HVHT'this product is required to be protected With an impact resistant covering that complies with Section 1626 of the FBC. / d 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product is v z o required to be protected with an impact resistant covering that complies with Section 1609.1.2 3 N of the FBC. 0 0 5. For 2c stud framing construciion,'onchoring of these units shall be the some as that shown for 2x Z buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis F W a by a licensed engineer or registered architect. t 7, This product meets water infiltration requirementsfor"HVHZ°. ='=' QVE(IALI k T OVER�gLLt MA`X 7 DE�IGf1°PAESSUE(PSS o plAN@ `r a1tA1�1Ew r pLQ \U g 13 �N i TABLE OF CONTENTS D'►MEr7sr.. z�aiMEystoN t :ar tE toN p w,�pb3RIVE NEGA7�17E Y N-Z SHEET# DESCRIPTION a ,�r� y v .v -- —70130112 Z $ 1 Typical elevation,design pressures&general notes. 53.25"x 63.58" 52.00"x 62.50" 47.69"x 28.25' +62.8 -65.0 srnE N.T.S. ° s 2 Horizontal&vertical cross sections G7,G2 oxG �, dK m 3 Horizontal&vertical cross-sections 53.25"x 74.08" 52.00"x 73.00" 47.69"x33.50'' +55.0 -60.0 aux LFS 4 Buck and frame anchoring oaxwc NOa a 5 113111 of materials,glazing details&components FL-14911.21 0 N r. , 4 NOTE: 24 • d •° T'�' o;J:=n 1.LOCATE OPERATING SASH LOCKS 7.5' =U' me.!Z` FROM EACH END OF THE ACTIVE z / MEETING RAIL,FASTEN WITH[2)#8 x3/4 Z d i�• SELFTAPPINGSCREWS. 25 23 i��'��•'•.••••••,.. �```� >> / Z LOCATE SASH KEEPER 6.5°FROM EACH z o d END OF THE MEETING RAIL,FASTEN 26 �rrr►rnn+� °o N.,_ 1 Q WITH[2)#6X3/4 SCREWS. �� v v o z° -- - - - — - �- --- -- - — — _ 9 m 0 0 M IL IL 9 E cc W / EXTERIOR INTERIOR A S.: hl/ G7 G2 SEE 32 J X 3i 11 NOTE 2 10 SEE o NOTE 1 +o 17 14 i 9y m o 2 2 ,3 4 12 0 3 2 3 3 Q 3 a s4 18 23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 4 27 27 Z e 16 03 INTERIOR 26 26 U ° 0 w o u1 o • o. Q 19 Wz . • 33 36 34 17 ° 20 34 G2 G1 7 15 6 0 2 �N 15a ri v10 _ e 26 o 25 N .: 24 0 �� nn m 13 9 9 Z 2424 c • —10130112 EXT a ERIOR p Q 0 27 s•.uF N.T.S. 25 25 1 1 I 1-1/4"MIN. om Em. JK m a 37 BELOW THE MEETING RAIL BELOWTHE MEETING RAIL 37 r BAB.T!P' cHy m � 3 14/4"MIN. 2 VER17CAL CROSS SEC71ON DRAMO No., rc EMB,TYP. 1 HORIZONTAL CROSS SECTION 2 Shown w/2X buck FL-14911.21 g 2 Shownw/2x buck sFr 2 a 5 a ' 27 �04•x. •�d4y i N. , m 24 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 24 ° RC=Z r 27 27 :Uf z INTERIOR26 i� s m: 24 29 -- - ---- 1 � 7 * riI oa': 3d` "3134 3d — - — -— - - - _` - __- _. _ _ uw oa. •n , � °•mM m loam. a* n 22a d g az ° v EXTERIOR G] G2 INTERIOR c' ,.hid d 9 S� 32 9 . 37 11 NOTE2 SEE o EXTERIOR 10 NOTE I NE 3 1 22 22 1 i t/4 MIN. 17 .14 z 1-114°MIN. n EMI_TyP. 38 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 38 EMB.TMP 9 i m y b t HORIZONTAL CROSS SECTION 5 zU 3 Shown w/IX buck j Q in NOTE 1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN WI OPTIONAL t2 0 FROM EACH IND OF THE ACTIVE FLANGE PP.THIS SHEET) Q 3 a a MEETING RAA'FASTEN WITH(2)#8 x 3/4" SELF TAPPING SCREWS. d ' 2.LOCATE SASH KEEPER d.S'FRbM EACH' 18 END OF THE MEETING RAIL FASTEN Ia WITH(2)#d X3/4"SCREWS. 1d —9 e 'o� q d 0 74 H 14 w z o Q 19 P 0 20 �w 20 20 nn d d G 0� 156 2 ��U 15 2 �`J oar 2d o� 26 8 2639 ^R 29 .b :•. ._" .. R=, ••':4 -•p •a'. •` '•" �•,,a. v ..o . mm 10 130112 0 •o .b' .. ., 'r �a • SQUM N.T.S. DVM,Fr. JK m 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cm.un LFS s 2 VERTICAL CROSS SECTION DROM Na. g $ Optional masonry sill 3 Optional masonry sill A Shawn wllXbuck Ft-14911.21 0 5 sazr Joe 5 � d. zU1. ` aJ'OC dm ' I*• l�` oa° Q MAX a .. 11 ion 'EL ox Z :.-... _ ta 4. N 2X BUCK 23 E 0z 8 2X BUCK iXBUCK 24 2X BUCK TYP. 7 ,T r2X BUCK 23 v o b FRAME - _ 2X BUCK IX SUCK TYP. wz FRAME z > o n' MASONRY MASONRY MASONRY z m " OPENING OPENING 2X BUCK 37 OPENING i 1X BUCK 38 e ,2X BUCK 37 b ' -�, o TYPv � n 0 ' 1�" 1X BUCK 38 a '- - TYP. - _L r � �' 3 o o a z BUCK ANCHORING FRAME ANCHORING FRAME ANCHORINGLn o MASONRY 32."X T3"MAX. 42"X 58"MAX. z h CONCRETEANCNORNOTES: W' 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o g a edge distance to mortar Joints. 2.Concrete anchorlocations noted as"MAX.O.C.(IYP.)"must be adjusted to a b maintain the min.edge distance to morforjalnis addlBanatconcrete anchors Z a may be required to ensure the'MAX.O.C.(TYP.)"dimensions are not exceeded. 3.Concrete anchor table. n r LL ANGkOR NGNOR MIN MtN C!f AkA A{ttd AL1 ARAN4t w ¢ d ..TYPE::..,• :SlZI~ ._.,EMHEDMENT' ?4 MASONRY TOADJACFN7 ro n� a ,...;,�-:::::..,,,,...;;.,.:;,.•::�.-::::.:.:.�:: :a:a'-.a �`=:_:a>;'£DOL?:=5:-�;;:_;�;-rkNG7it?R"».:;5 a.-.O n ITW tJ4"TAPCON�' —10130112-2" 4" z a a 5 ELCO s N.7 5, ULTRACONO 7-1/4" 1" 4" sr JK WOOD SCREW INSTALLATION NOTES: aw W. LFS � 1.Maintain a minimum 5/8"edge distance,1"end distance,S 1"o.a..spacing of aRAMexs Ira ro wood screws to prevent the splitting of wood. FL-14911.21 a s+Eet 4 ov 5 c BILL Of MATERIALS `1,```�it K 1lE1N DESCRIPTION * MATERIAL 5/8'ovazALL ��0,�",•..•. „ ] EXTRUDED PVC MAIN FRAME#52-2611 PVC THK GLASS 2 •EXTRUDED PVC SILL#52-2673* PVC 3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257• PVC `�� 30 1/8"ANNEA1L33 ?y ys z* Q ? m d EXTRUDED PVG MET7ING RAIL#52-2907*_ PVC 5 EXTRUDED PVC TOP UFT RAIL#52-2949' - - PVC Za, `�+ : I Y� ��''.......:.,. . H a,o m _ 6 'EXTRUDED PVC BOTTOM RAIL#52-2905' PVC a AIRSPACE �'i �`� '"'a -----— -7-:EXTRUDED PVC STILE,#52-2905"_--- PVC 118"ANNEALED ��''F�li tT1t� � 4 EXTRUDED PVC GLAZING 4D-PERT:&'kiORi."#52=1227'====_ - =----PVG--,--. 9 o ■z i "--- 10 OPERABLE SASH LOCK#122241 - - _ 22'__ - --_ --- ---_ —_.__ Ea ?A�o 11 SASH KEEPER#12-2240 STEEL T/Tb"GLASS — H,X a_o x .=- - -- 12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. BTtE GT GunNG DETAR 0 0.78" a c o a a 14 LOCK RAIL REINFORCEMENT#513-2609 5/e"OVERALL a Z 15 BOTTOM UFT RAIL&SASH REINFORCEMENT#502967 ALUM. INK.GLASSaa p� 16 WINDOW SCREEN - 35 U� 17 WEATHERSTRIP PILE WAIN.187 X.270,LOCK RAIL&SASH ULTRAFAB CICI 1/$'ANNEALED IB WEATHERSTRIP PILE W/FIN.187x.230,FIXED MEETING RAIL ULTRAFAB r,'\GLAT G BEAD z� 19 WEATHERSTRIP PILE W/FIN.187X.150.SILL ULTRAFAB .� Sashintedaak 3 2 � 20 WEATHERSTRIP VINYL BUL8.187"x.375"21 AME58URY - D AIRSPACE 22 GLAZING COMPOUND DOW#1144 SILICONE v 23 #10X7'PP.HSMS STEEL 1!8'ANNEALED a 084 m 24 1/4"X2314'PFHELCOORIIWCONCRETESCREWSTEEL22 m 25 2X BUCK SG r-0.55 WOOD 7/16"GLASS 1 o 26 114"MAX.SHIM SPACE - BITE O. 2 a a MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 G[AZING bFTAR OS Lo a 827301 OR HOLLOW BLOCK CONFORMING.TO ASTM C90 CONCRETE y GLAZING BEAD al 24 1 1X-BUCK WOOD =! 30 INTERCEPT SPACER STEEL aar t 31 SASHKEEPER#12-5550-030 STEEL ate` 3 32 OPERABLE SASH LOCK#T2-SK01-100 STEEL 0'3�-I 4d g 33 TILT LATCH#07-76625 STEEL .o v z 34 #8 X 1"PPM SMS STEEL 35 SUPERSPACER BUTYL 0.125'— 5- cs o 36 TILT LATCH HP-1 MFG.BY ASHLAND STEELv o II I 8 37 #10 X 3"PPH SMS STEEL o 0.455--1 z Ed 9 38 1/4"X4'PFHE.COORTTWCONCRETESCREW STEEL T2 LOCKRARTOP LOCKMEETINGBAIL BOTTL3MUPTRAILdSASH o0 Retnfaraement t,�',f-,LOCK Refniorcement '" •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOW$ARE TO BE PRODUCED w w BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR.RIGID PVC EXTRUSIONS". q i, 0.065"- jo b N~ n O.a65' T— _L L r�r�Ot� � ao� 10130112 0 WAM N,T.S. a Optonot flange owc Br, JK a OpfionalFlange ax an 1 3 /��1 EXTRODED PVC SII1E / i FXTRUDED PVC TOP UR RAR PVC A!N FRAMF PVC SILL ORO=xo: EXTRUDED VC ROMM RAR n FXTR IDED PVC MEETING RAIL - ---�`� FL-14911.21 0 B +cis B aF 5 � c — Florida Building Code Online Page 1 of 3 L� � { E E4;hA f: � �'.N � q�Hfy,�.3" � u� � G �.` 9"E tri YA^A r `"R t �' wIL ry17 170 "wo N_ it „p. ♦ ' k F I ; o F d �.� �. rid"p Cepai m?rtt4 SCIS Home Log In i User Registration Hot Topics Submit Surcharge stats&Fads i Publications FBC Stell; BCIS Site Map } Links t Search f 3usineS Professi II I I Approval USER:Public User �I Regulation lj� Yt� Product Approval Menu>Product or Aoolication Search>Application List>Application Detail r+ pli' e " R� FL# FL14911-R7 1: Application Type UApproved l Code Version Application Status Comments r Archived Product Manufacturer Silverilne Building Products Corp. Address/Phone/Email One Siiverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext 4644 jl Jonberrian@sibp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com i Technical Representative Jon Berrian Address/Phohe/Emall One Siiverline Drive (( North Brunswick,NJ 08902 (732)435-1000 �! ,jonberrian@sibp.com I Quality Assurance Representative Address/Phone/Email 4 t,I Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1! W! Evaluation Report-Hardcopy Received J Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 10/21/2016 Validated By Ryan J.King,P.E. I Validation Checklist-Hardcopy Reclelved aI Certificate of Independence FL14911 R7 COI Certificate Of Independence f2 df Referenced Standard and Year(of Standard) Standard ' ear I Y II AAMA/WDMA/CSA/101/I.S.2/A440 I 2008 AAMA/WDMA/CSA/1 01/I.S.2/A440 2011 ASTM D1929 1996 ASTM D2843 1993 ASTM D635 1996 ASTM D638 1996 ASTM E1886 l 2005 ASTM E1996 2009 ASTM G26 it 1995 TAS 201,202 and 203 1994 i I https://floridabuilding.org/pr/pr app_dtl.aspx?pararn=wGEVXQwtDquZRj59%o2fDrx2lbtd... 7/1/2015 Florida Building Code Online i Page 2 of 3 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer&Architect FL14911 R7 Eauiv Eauivalencv Of Standards.odf Sections from the Code Ir Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 �I I, Summary of Products Go to Page Page t/2 FL# Model,Number or Name Description 14911.21 u'.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.21.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes . Design Pressure:N/A Evaluation Reports Other:See INST 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911I:21.pdf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 14911.22 v.Series 70 Model 2127 Extruded Vinyl Single Hung W)ndow-Nailing Fin Limits of Use Installation Instructions I 1 I Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.22.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports Ii Other:See INST 14911.22 for Design Pressure Ratings, -FL14911 R7 AE Eva]14911:22.pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 14911.23 w.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911,23.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1'' Other:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eva]14911.23.12df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. i, 14911.24 x.S 2900/4900-M 2901/4901" Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions'I Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.24.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Parry:Yes Design Pressure:N/A Evaluation Reports I' Other:See INST 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eva[14911I.24.odf any additional use limitations,Installation instructions and Created by Independent Thilyd Party:Yes product particulars. 14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911125.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design.Pressure:N/A Evaluation Reports Other:See INST 14911.25 for Design Pressure Ratings, FL14911 R7 AE Evai 14911.25.pdf any additional use limitations,installation instructions and Created by IndependentThlyd Party:Yes product particulars. Go to Page n Page 2/2 I I. 'i https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquZRj59%I2fDrx2lbtd... 7/1/2015 Silver Li ne - byMdersen a WIN D-0WS--• -D00R- S ',�> ..., 5325'htA)C.QVERALL FLANGE WIDTHJK -- — _ 52.W MAX OVERALL FRAME WIDTH _ Z m a SERIES 70 - MODEL 2127FL EXTRUDED VINYL SINGLE HUNG WINDOW a wi or w/ov# FLANGE z p A 'WON-IMPACT' z I jtr � � a zw 3 GENERAL NOTES H 1. This product has been evaluated and Is in compliance With the 5th Edition 12014)Florida Building ` a tl Code(FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 'o p a2 'Product anchors shad be as listed and spaced as shown on details.Anchor'embedment to base material shall be'beyond wall dressing orstucco. c $ 3. When used in the"HVHT'this product is required to be protected with an impact resistant ^ X m s covering that compiles with Section 1626 of the FBC. j o d. When Used in areas outside of the'1 tVttP requiring wired bo me debris protection this product Is a o required to be protected with an impact resistant covering that complies with Section 1609.12 r a of the FBC. N o tfi S. For N stud framing corisfruciion,anchoring of these units shall be the same as that shown for 2x z En x buck masonry construction. q 6. Site conditions that deviate from the details of this drawing require further engineering analysis m by a licensed engineer or registered architect. 4 0 5[C Z $ 7. ThboroductmeetswaterinFttrationrequirementsfor"HVHT'. �n P z TABLE OF CONTENTS r%Aur �rPRAIvtE oft o�� N x B SHEET# DESCRIPTIONb1ntFsf_o1y„pr ±McNs►oM,�TdrnnENsigft.ubxfFut� i� f N-z 1 Typical eleva On,design pressures&general notes. 53.25"x 63.58" 52.00^x 62.50" 47.69"x 26.25' y+b2,$_ _b5 p 70 30 121. 2 Horizontal&vertical cross sections G1,G2 N.T.S 9 - 3 Horizontal&vertical cross sections 53.26'x 74.6t* 52.00^x 73.00" 47.64"x 33.So" +55.0 -60.0 ' ow;s JK m' 4 Buck and frame anchoring tlr�e" tFs � 5 1 Bid of materials,glazing details&components °""'""`Nit` m FL-14911.21 0 { sstsa Z a 5 � a t C27)--- •```�`` .. '% d NOTE: 24 ° a 6+� o o;.J:ti r"1 _ 1.LOCATE OPERATING SASH LOCKS 7.5" j k d Yz r FTH FROM EACH END OE ACTIVE T — %d)*. f MEETING RAIL,FASTEN WITH(2)#8x3t . �:, z �O' E m SELF TAPPING SCREWS. 25 23 i��'} «. ��•'ti�� o m¢ j 2ENDOPjHEMESASH Ef1NGRAILER 6S FFASTEN OM EACH `, i`ff *..pf •t`�;,�` z o m d ----- WITH(2)#6x314"SCREWS 0 2b t 0 N o z 2- -- - — -- _ ---- - Q o° !i/ --- -- — w 5 -- c 4—— 6 oax hl EXTERIOR GI G2 INTERIOR a` �a f SEE AOTE X 31 11 NOTE 2EE $ y 17 ,_'_' t � 74 z p �U to r 2 2 r3--,(-4 12 U a of z 3 2 31- 3 3 ajll a 4 23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 3$ 27 27 o Z 0 16 S 2b INTERIOR 26 P S q... 1719 `.v a 0 33 3d 34 U w 2 fn34 G2 G1 7 15 20 o 2 R a iMFJ . e a M 40 174 25 24 c�v�< t o d.. � � O D / z 24 EXTERIOR 24 c<. DAM 10130112 25 1 1 25 q.: ° 27 N.T.S. 0 1-IMMIN. v' . '+ " i>rm or. JK 1 114`MIN. 37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL H7 EMB.TYP. Q am im LFS 3 EMB.TYP. 1 NORITONTAL CROSS.SECTION VERTICAL CROSS SECTION m:wwwo Mi n 2 Shown wl buck 2 Shown w!2X buck FL-14911.21 0 a sr�r�2 aF 5 1i NA ..,p'. e a 40 Zd ABOVE THE MEETING RAIL ABOVE THE MEEIINGRAIL24 _Q a `. - '' ' Q•A- 27 27 a :.:aE_z �' � z rc':O 'a m . . rte• =1�� ' INTERIOR �i�}•�' .. -----:---_ • �� _X26 26 24 29 .� k 1f�pop 33 3b =3d.-_--_ 17 . 26 9 9 tl x Z G 0 v 22mdaW 9 0 Ll 14 EXTERIOR INTERIOR a°- b GI G2 SEE 32 m c ' 9 EXTERtOR 9 `. v 31 11 OTE2 10 SEE o m 1 22 22 1 17 NOTE 10 a 1-1/,CMIN. 1-11rMIN. 14 z } -WE a ' 38 BELOW THE MEETING RAIL BELOW THEMEEINGRAIL 38 EM8TYP. 9 x 1 HORIZONTAL CROSS SECTION O' � s NOTE 3 Shown w/SXbuck 12 c 1.LOCATE OPERATING SASH LOCKS 7.5' FRAME SHOWN W/OPTIONAL o FROM EACH END OF THE ACBVE FLANGE(TYP.THIS SHEET) Q 3 a, a MEETING RAIL,FAM WITH(2)#8x3/4" SELF TAPPING SCREWS. x, d d 2 LOCATE SASH KEEPER 60 FROM EACH 18 END OF THE MEETING RAIL,FASTEN 3 WRH(2)#6X3/4•SCREWS. a 16 ac� O 19 p 19 Cs 19 Q p b 20 N a , 20 20 b o o x �--� �•---� 2 �-•—�'f—••fit a. 2 13 I�r� 26 26 •.T _ 29 N m a .f, •: T`., •�: y,p 6*, n�'� i:e' t '.:• . 4 ? i Q 39 o o ,'� . .'•a� d , —10130112 z a s stxe N.T.S. oxo,ern JK m 3 VERTICAL CROSS.SECTION �4 VERTICAL CROSS SECTION aiw LFs ; z 3 Optional masonry sill 3 Opfianal masariry sTI 2 VERTICAL CROSS SECTION DPAW NO. � i 3 Shown w/1X buck FL-14911.21 0 5 srlExr -L OF-A- R '5d. A . ••. m 4° 1 6"MAX "� o tA TYP 2X SUCK 23 ' — — — n $z 2X BUCK I X BUCK 24 40 — d 2K BUCK TYP. �+ � ' 2X BUCK 3 ry — IXBUCK 24 c w 3 FRAME — — 2X BUCK — TV Z c' n FRAME z o n MASONRY �, MASONRY MASONRY OPENING OPENING 2X BUCK 37 OPENING 1 X BUCK 38 G 2X BUCK 37 o (_ IX BUCK 38 TYP.' }m BUCKANCHORING FRAMEANCHORING FRAMEANCHORING MASONRY 52."X 73"MAX. 42"X 58"MAX. +9 0 0 z w LL CONCREfEANCHORNOTES: o I 1.Concrete anchor locations at the comers may be adjusted to motnfaln the thin. a edge distance to mortar joints, 2.Concrete anchortocaflons noted as MAX O.C.(I )"must be adjusted to o maintain the min.edge distance to mortarjaints,additional concrete anchors z� z a maybe required to ensure the"MAX.O.C.{TYP.)"dimenstons are not exceeded. 3.Concrete anchor table: .�fN.GHQ$t;,'fiJGHGYR: <:.:i;.iMtNS%: itttN; tL�Ak tNtr ;i:;A JN .AWN.9 N g o a .....T 1'E.,..; ,;�IIE ._. EMBEDMENT`;_,7O IlQASONRY X'OAOJ/10ENT nw , m z $ ............._............_.__.......... :............ .__...Ef)GB:.?aA�='=iii?fN.GNOR ';; ITW o TAP.CON® i!4" 1-114" 2" 4" VAT&10 JO 12 z 5 ELCo srue N.T.S. 9 UtTRACONe 114" 1-114" 1" 4" owo.er JR m WOOD SCREW INSTALLATION NOTFS: �` LFS ; m T.Maintain a minimum 318"edge distance,Vend distance,3 1"o.c.spacing of: °R"YAN°�°` n wood scmws to prevent the splitting of wood. FL-1491 i.21 0 A.of 5 a r BILL OF MATERIALS ITEM DESCRIPTION ........... MATERIAL •%N-k 1 EXTRUDED PVC MAIN FRAME#52-2611 518'OVERALL PVC THK.GLASS 2 EXTRUDED PVC SILL#52-2673* PVC 330 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD 01257• PVC aC1 I/8'ANNEALED 0 4 EXTRUDED PVC MEETING RAIL 452-2907* PVC 5 EXTRUDED PVC TOP UK RAIL#52-2949- PVC 6 EXTRUDED PVC BOTTOM RAIL#52-2905= Pvc AIRSPACE d;j --7-- EXTRUDED-PVC STILE#52-2905- PVC .0 r�, z I/8'ANNEALED -"----EXTRUD PVC GLABNG-BEAD'(VERT;&HOR7;)#52zl227�*--�---- 9 10 OPERABLE SASH LOCK#12-2241 z 11 SASH KEEPER#12-2240 STEEL7/16°GLASS cj 12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. 4� 0.78 o M IL IL 14 LOCK RAIL REINFORCEMENT#50-2609 ALUM. 15 B01TOM LJFr RAIL&SASH REINFORCEMENT#5D-2967 5X OVERALL ALUM. F- THK.GLASSa16 WINDOW SCREEN 9 17 WEATHERSTRIP PILE W/FIN.187X.270,LOCK RAIL&SASH(ULTRNFAB) 35 TT 18 WEATHERSTRIP PILE WIFIN.187 x=FIXED MEETING RAIL(ULTRAFAB) 1, I/F'ANNEALED 3 -6 IWG BEAD 912 19 WEATHERSTRIP PILE W/FIN.187x.150,SILL(ULTRAFAB) 3t: C3 20 WEATHERSTRIP VINYL BULB.1 87'X.375'0(AMESBURY) 2 AIRSPACE 22 GLAZING COMPOUND JDOW#I 199) SILICONE N 23 I#l0X7'PPHSMS - STEEL I ' ---1ffl'ANNEALED 24 1 14'X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW22 STEEL 25 2XBUCK SG>--0.55 WOOD 7116 LASS iJ A 26 1/4'MAX.SHIM SPACE GLAZING DETktL 0.0s, CONCRETE MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 GLAZING READ 27 ml 29 lXBUCK WOOD 30 INTERCEPT SPACER STEEL 31 1 SASH KEEPER#12-5550-030 STEEL 0.88' 910.34"— 32 l 1 OPERABLE SASH LOCK#12-SK01-100 STEEL d 33 TILT LATCH#07-76625 STEEL Ll I 34 48 X I"PPH SMSSTEEL 35 SUPERSPACER BUTYL T—6� 0.126' en 36 TILT LATCH(HP-1 MFG.BY ASHLAND) STEEL z o (A 37 #10X3'PPHSMS STEEL K RAIL TOP 1015 Ix 38 114"X 4'PFH ELCO OR 'CONCRETESCREW STEEL �12 P 4 _CKMEEVNGRAIL fTW AME IG RAIL BO LIFT RAIL SASH Reinforcement ORshfacement KmOrCeMent THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED It! By EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". Q, 2.67' 2.69' -x FF ray I.16• C4 In 0.061 10130112 0.067 1.16" 0,06S' T— F LIZ I I I & L samb N.T.S. mm By, JK Optional Flange cw_B* us 1-- 4', Opfioncd Flange o75 G��UDIQPVCIIIIE CS-�EXTRUDED C�IOUFI &I PVCMAINFRAME PVCSILL DROM NOPL-14911.21 C, 13 9W 5 OF 5 Florida Building Code Online Page 1 of 5 j !I ;C � " � Ear�• rw� �� Ism- Floildal Depailme lt! SCIS Home i tog in #user Registration Hot Topics C Submit Surcharge Stats&Facts { Publications FBC Staff i SCIS Site Map Links Search I Business� I Profess I USER PuoicUser t 'I Regulation 1.1113 Product AnorWal Menu>Product or Aoolicatlon Search>Anolicat'on List>Application Detaif FL# FL14918-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C - Product Manufacturer Silverline Building Products Corp. 1I Address/Phone/Email One Siiveriine Drive- 4 North Brunswick,NJ 08902 (800)234-4228 Ext 4644 Jonberrian@sibp.com .I Authorized Signature Vivian Wright rickwg rwbldgconsultants.com I Technical Representative Craig Calderone Address/Phone/Email 1 Sllveriine Drive North Brunswick,NJ 08902 (732)435-1000 CralgCalderone@silverlinewindow.com ii Quality Assurance Representative Address/Phone/Email i' Category Windows Subcategory Fixed j I' I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1A Evaluation Report-Hardcopy Rec elved it Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. j. the Evaluation Report I J Florida License PE-43409 4 i Quality Assurance Entity Window and Door Manufacturers Associatlon Quality Assurance Contract Expiration Date 10/21/2016 I Validated By Ryan J.King,P.E. i Validation Checklist-Hardcopy Rreceived Certificate of independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/l.S.2/A440'i 2011 AAMA/W DMAICSA101/i.S.2/A440'' 2008 ASTM D1929I 1996 ASTM D2843 1993 ASTM D635 1996 ASTM E1300 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 2009 ASTM E1996 2005 r� „I r bttvs://floridabuilding.org/pr/pr apt)_dtl.aspx?pararn=wCEVXQwtDquZRj59%2fDrx23OO... 7/1/2015 Florida Building Code Online Page 3 of 5 ii Design Pressure:N/A Evaluation Reports Other:See INST 14918.5 for Design Pressure Ratings,any FL14918 R3 AE Eval 14 18.15j3df additional use limitations,Installation Instructions and Created by Independent Third;Party:Yes product particulars. 14918.6 f.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture 1 2953/4943-4953 Window with Nailing Fin Limits of Use Installation Instructions j Approved for use In HVHZ:No FL14918 R3 11 Inst 14918,6.pdf Approved for use outside HVHZ:No Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: No Design Pressure:N/A Evaluation Reports 11 Other:This Product Is No Longer Offered by SlIverlIne FL14918 R3 AE Eval 149181.6.pdf Building Products,Corporation(See 14918.6-2010 FBC Created by Independent Third Party: No version for Historical Documents regarding this Approval) 14918.7 g.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill(Reinforced Integral 2953/4943-4953 Mullion)Triple Picture Wlndow with Nailing Fin -- I Limits of Use Installation Instructions j Approved for use In HVHZ:No FL14918 R3 11 Inst14918.7;.pdf - Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14918.7 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.'7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. h.Series 2900/4900 Model 2941- Extruded PVC Picture Window;91 14918.8 -- 2951 4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ:No FC14918 R3 If Inst4918118Lodf Approved-for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Thl rd Party:Yes Design Pressure.N/A Evaluation Reports Other,See INST 14918.8 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.8.pd additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 14918.9 i.Series 2900 Model 2941-2951 Extruded PVC"Impact"Picture Window Limits of Use Installation Instructions Approved for use In HVHZ:No FL14918 R3 11 Inst 14918,9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schrhidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I I Other:See INST 14918.9 for Design Pressure Ratings,any FL14918 R3 AE Eva]1491'8,9.pd additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. C1 4918 1J.Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin- Limits of Use Installation Instructions''; Approved for use In HVHZ:Yes FL1491B R3 11 Inst'14918110j)d D Impact c: tResistant: R! e! ide HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 sis! t! a n!. N� 0> Impact Resistant:No Created by Independent Third Party:Yes Design ressure! .N/A Design ressure:N/A Evaluation Reports Other.,See INST 14918.10 for Design Pressure Ratings, FL14918 R3 AE Eval 14918,10.12df any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 14918.11 k.Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14916.1 l.r)df Approved for use outside HVHZ.Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure,N/A Evaluation Reports Other:See INST 14918.11 for Design Pressure Ratings, FL14918 R3 AE Eval any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 14918.12 I.Series'5800 Model 5 810 Extruded PVC Fixed Windo'il�/Sidellte with Flange Limits of Use Installation Instructions j Approved for use in HVHZ:No FL14918 R3 It Inst 1491'8,1Zpd Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports I Other:See INST 14918.12 for Design Pressure Ratings, FL14918 R3 AE Eval 14918.12.pdf any additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. httos://floridabuilding.org/pr/,nr�_app_dtl.aspx?param--wGEVXQWtDquZRj59,, 9,fDrX2300... 7/1/2015 Silver Linee7-�� • ��y- byAndersen ="• [1!m �N � ., WINDOWSeDOORS - MAX.WIDTH FIN TOFlN o MAX.OVERALL FRAME WIDTH - - — -- --- -- - -- - — ----- — ° co 9moo SERIES 2700 - MODEL 2780 AD EXTRUDED PVC PICTURE WINDOW ga w/ NAILING FIN �o m 3 �¢ "NON-IMPACT' Z A 9 w W m w ti 0 a �� GENERAL NOTES. w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a a a Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wag dressing or stucco. / 2 g 3. When used in the"HVHT.'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. w N p z 4, When used in areas outside of the"HVHZ"requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 _ of the FBC. " a 5. Site conditions that deviate"from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets water Infiltration requirements for"HVHT'. N a ............................:::.... • .:,..,.;..,:•:•:;=•'::r. -.;.,.,.;..,............... .._................... .................................... ....................... o Jim TABLE OF CONTENTS :=: OVERAIi Lll/EtTA1i MAIC DESiGN..... SHEETB DESCRIPTION FIM FRAME (y t 0 z o e {:,OfMEN5lON, ,biMEN510N•.•. ,.L)IMENSION.: PP$rnur NEGATrVk z TYPE. N ..:... DATE 1 L/09/1 7 Typical elevation,design pressures&general notes "' """ "" """"" o 2 Hor¢ontal&vertical cross sections 63.48"x 77.48" 60.00"x 74.00" 55.00"x 69.00" G2 +60.0 .60.0 Sr•ic. N.T.S. 3 3 Horizontal&vedlcal cross sections , Gwa Br: KV m m 4 Buck&frame anchoring CHK.BY: LFS' 3 98.48"x 57.48" 95.00"x 54.00" 90.00"x 49.00" G1 +50.0 -50.0 d 5 Bill of materials,glazing detail&components ctuwwG NG.: FL-14918.10 0 SHEEP 1 OF S U9 i R:-\Glents%Sllvedlne Building Products-.Kind&Product ApprowlAFL-149MC-Dmwings1FL 14918(2014)\FL-1491810-11dwg,210 II I, I ,I 1-t I4"M1N. EMB,PP.) W a II Nr G. y 'd S► A ,Vd/I!!7/!�lAu d . r414 �! 4 O e C7 .4 rNsf ,d• " � s to m a m 17 : ' 4 •4 I r 9 I• 111 00 o t� z . 102 O 'i N .I oa J •II B n �(V OCA � ,1 - m ,t l �a J ND.43409 „y PRODUCT: D—rgenta P.P.re By:r•,, �N PICTURE WINDOW PYE. N, 43409 ret r'I'll" r_ y 2 J 20/15 UPDATE TO 5TH E0. (2014)FED JK PART DR ASSEMBLY: BUILDING"CONSULTANTS, INC. 1 3128113 REWSED SILCONE DESCRIPT70N VS NO DATE gY HORIZONTAL & VERTICAL. P.G. Box 230, Valriao, FL 33595 20ll R.W.Bl11LDINDDNeIJLTANTB INC. REVISIONS CROSS SECTIONS lit Phone No.: 813.859.9197 i FSPE C.& No. 9813 ® 0 Ri4lents\Slverline Building Products-P\Flodda ProductApprovals\FL-14918\C-Drawings\FL1497.8(201A)\FL-1491810.11dwg,3.10 � I I m (�J 0 o 1' In �. O C1 Z .o i i Ij ,j j I Da 0 d OO c- ZC 0 0 0 m w'•' o i 0 Z is 0 a I. W N f7 � c=� I, II:I i •a �� `t11111111ly// F,SCN�y/a,�� .� v�uco+aE• '� 1 i Z No.43409 fi! PRODUCT: DoaumrrnM P"P*m i ey:,' ••, ♦� g F .^ Lyndon F. Schmidt ',j FZOR10t;� ♦�� I °1 PICTURE WINDOW P.E. No.143409 piss/0 � ��` IU � D //� '" y 2 3 20 15 UPDATE TO 5TH ED. (2014) F80 JK PART OR ASSEMBLY: �/� 113UILDINO CONSULTANTS,I INC` EO T x in\ 1 3 28 13 REVISED SILCONE DESCRIPTION LFS tl L P.C. 9oK 230, Valrico, FL 33595. Imo: o to HORIZONTAL k VERTICAL NO DATE BY CROSS SECTIONS Phone No.: 873.659.9197 REVISIONS FBPE C.A. No. 9813 ®2011 R.W.BIIILDIND CCNe11LTA s INC. I 2X FRAMING M BE DESIGNED �� r�i a BY THE ENGINEER OR ARCHBTCT Qr �• j u°, OF RECORD BASED ON WIND LOADS AND THE CLADDING BEING USED. SI/2 MAX. ,wy., �t7,� r c M O.C.PP.) 14 MAX. 5.5"tytA)(, a• llf!*IW o z n roZ O C(TY ) ) ms U o 4• g 0 m x a 1cw Ina --- _ E °z DP. FRAME TYP. TYP. 2X BUCK v 2X BUCK —(- pi p yrs O 2 err` MASONRY MASONRY T �U OPENING �j OPENING }� a v ^Q 1 5 4Co D d 3 BUCK ANCHORING FRAME ANCHORING FRAMEANCHOR)NG c MASONRY2X-STUD o v 2X BUCKin Z �! O a Z rn 0 w 4 N COW-RETEANCHOR T.Concrefe anchortocaRons atthe comers may he adjusted to mainfafn the n&L p edge distance to mortarlotnts n °- 4.Concrete anchartoaaHons noted o UkX ON Ce4Wmtrstbe adjusted to W mofntctn the mtm edge dtstonce to modarlofnfs addBionat'concrete anchors H N. mayberequ6ed to emttre.the'tAAK ON CEWErolmensfon are noterceeded , 3.Concrete anchor table: o r.r n ANCti{yR INCNOR tHttf {oMIEARAN MIN G4kd(ANGE N^a b tYeEw 517E:__ i Met�MNt 1 9x Rv: xa xo7gcEr±r. DATE 1 09 11 m T CON® 1 2" 4" SCALE N.T.S. � Mr.BY: KV 9 a o$ 1-0 14" 1.114° 1" 4° ' ULTRACON CHK.BY: 2.FS WOOD EW INSTAttATlUN NOTES: nfL1WINC Na_ } ►,Maintain o mwmum 5/8•edee dtslance,?'end dwonce.i V o,a spacing of FL-14916.10 wood sm"s to prevent Me spk ttng ofwnod, SKEET CF_A_ " d Y IN" BILL OF MATERIALS .............. % ITEM'DESCRIPTION MATER/AL n A IX BUCK SG>=0.55 WOOD c, B 2X BUCK SG-0.55 WOOD C MA)C 114"SHIM SPACE D, 1/4'X2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE .319' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90tt d;;d H 114'X 2-3/4-HH CONCRETE SCREW STEEL 8 V)..z C4 . 1 EXTRUDED VINYL PVC PICTURE WINDOW FRAME WITH FLANGE BY SILVERLINE#2701 VINYL co xoq ::::2 -EXTRUDED VINYL PVC PICTURE WINDOW-GLAZING BEAD BYSILYERLINE#2217* VINYL .055, g y o 9 cw ca- 4 EXTRUDED VINYL PVC PICTURE WINDOW POCKET FILLER-BYSILVERLINE-#4117-s- v) INTERCEPTSPACER STEEL 7 GLAZING COMPOUND(TREMCO 30-5400) SILICONE1.30' E* o z ZING READ 8 48 X 1-1/2"PPH SMS STEEL GLA 9 #8 X T PPH SMS STEEL 10 SETTING BLOCK SILICONE *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN'AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS." ox m rn 0. lo V) 5/9-THICKGLASS 5/8"THICK GLASS z 0 WANNEALED 3/16-ANNEALED T�o AIR AIR z S/WANNEALED 3118'ANNMED :2 71j116 71le ITEF . .,SS BITE W GLASS BITE 6 z u GLAZING DETAIL GLAZING DETAIL WE-11 j09 11 z N.T.S.SCALE owr.BY, KV cw_ft LFS OMWING NO.; FL-14918.10 ISHEEr 5 or Florida Building Code Online Page 1 of 5 $8 ¢ $` � U ` Eagtt�..t R"i &1 s* �j'r"r x Xr if#.Ebr� d ,�� v"i b w a-f,:i t.�FT# 2 �;%.t r�'�"s,,t.�',: INA . - ... •, #t''f'3 '�' ~ r14CIH D2paR(ri?rrt� SCIS Home (Log In i User Registration ! Ho[Topics p Submit Surcharge Stats&Facts F Publications E FBC'Steff ( BCIS Site Map ! Links j Search f Business `ProductApproval Professial + -JUSER:Public User Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail + r FL# FL1491 B-R3 s... ... - '"'�t :r Application Type Revision Code Version 2014 I Application Status Approved Comments j Archived -.Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext4644 Jonberrian@slbp.com f it Authorized Signature Vivian Wright rickw@ rwbidgconsuitants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick,NJ 08902 (732)435-1000 it CraigCalderone@silverlinewindow.com Quality Assurance Representative Address/Phone/Email I �I Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received li Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report j Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association Quality Assurance Contract Expiration Date 10/21/2016 "I Validated By Ryan J.King,P.E. �1 Validation Checklist-Hardcopy Received Certificate of Independence FL14918 R3 COI CERTIFICATE of INDEPENDENCE.pdf r� Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 " AAMA/WDMA/CSA101/LS.2/A440 2008--- ASTM 008--ASTM D1929 1996 ASTM D2843 I� 1993 ASTM D635 i,i 1996 ASTM E1300 j 2004 ASTM E1886 2005 ASTM E1886 2002 ASTM E1996 I` 2009 ASTM E1996 2005 ll i I i, I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 590/1,2fDrx23 00... 7/l/2015 li Florida Building Code Online Page 3 of 5 'I Design Pressure:N/A Evaluation Reports Other:See INST 14918.5 for Design Pressure Ratings,any FL14918 R3 AE Eva[14918—.1— additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14918.6 f.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill Triple Picture 2953/4943-4953 Window with Nailing Fin I i Limits of Use Installation Instructions I' Approved for use in HVHZ:No F1,14918 R3 11 Inst 14918 6.pdf Approved for use outside HVHZ:No Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Thi Id Party: No Design Pressure:N/A Evaluation Reports Other:This Product is No Longer Offered by Silverline FL14918 R3 AE Eva[1491 .6.1)d Building Products,Corporation(See 14918.6-2010 FBC Created by Independent Thiii1d Party: No version for Historical Documents regarding this Approval) i 14918.7 g.Series 2900/4900 Models 2943- Extruded PVC Continuous Head and Sill (Reinforced Integral 2953/4943-4953 Mullion)Triple Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:No FL14918 R3 11 Inst 14918.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by IndependentThirtl Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 14918.7 for Design Pressure Ratings,any FL14918 R3 AE Eva]14918I7.Ddf additional use limitations,installation instructions and Created by Independent Thl�d Party:Yes product particulars. 14918.8 h.Series 2900/4900 Model 2941- Extruded PVC Picture Window 2951 /4941-4951 Limits of Use Installation Instructions Approved for use in HVHZ:No FL14918 R3 11 Inst 14918i8.Ddf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports k Other:See INST 14918.8 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.8.Ddf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 14918.9 i.Series 2900 Model 2941-2951 Extruded PVC"Impact"Picture Window Limits of Use Installation Instructions !i Approved for use in HVHZ:No FL14918 R3 11 Inst 14918.9.Ddf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports !I Other:See INST 14918.9 for Design Pressure Ratings,any FL14918 R3 AE Eval 14918.9.pdf additional use limitations,installation instructions and Created by Independent Thi rd Party:Yes product particulars. 4918. _j.Series 2700 Model 2780 Extruded PVC Picture Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14916 10.Ddf tside HVHZ:Yes Verifled By: Lyndon F.Schmidt,P.E.43409 mpact Resistant:No Created by Independent Third Party:Yes Design ressure:N/A Evaluation Reports Other:See INST 14918.10 for Design Pressure Ratings, FL14918 R3 AE Eval 149118.10.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14918.11 k.Series 2700 Model 2730 Extruded PVC Picture Window Limits of Use Installation Instructions; Approved for use in HVHZ:Yes FL14918 R3 11 Inst 14918.11.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I I Other:See INST 14918.11 for Design Pressure Ratings, FL14916 R3 AE Eva[14918.11.Ddf any additional use limitations,installation Instructions and Created by Independent Thil-d Party:Yes product particulars. , 14918.12 1.Series 5800 Model 5810 Extruded PVC Fixed Window/Sidelite with Flange Limits of Use Installation Instructions Approved for use in HVHZ:No FL14918 R3 11 Inst 14918J12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Irl Other:See INST 14918.12 for Design Pressure Ratings, FL14918 R3 AE Eval 14918.12.pdf any additional use limitations,Installation Instructions and Created by Independent Third Party: Yes product particulars, I. l' j59/o O2fDrx2300... 7/1/2015 ji https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDquZR * Salver Line ±g: •.o. yAn'.. en =�' Z -' :�•. WINDOWS • DOORS y'� U, MAX.WIDTH FTN TO FIN "i ��` �i m gp�rN*1111 �` -z-u m o — -- - — -- — _--— — - MAX.OVERALL FRAME WIDTH NE U xz1 —-- =o - SERIES 2700 - MODEL 2780 E oz EXTRUDED PVC PICTURE WINDOW w/ NAILING FIN W2 "NON-IMPACT" z Z oz Oz a= Z N d � O .0 fA -141 Q .Z5 D GENERAL NOTES _ o a cl w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building a. a a ti Code FBC structural requirements including the"High Velocity Hurricane Zone"(HVHZ). ( J m 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 ti g 3_ When used in the"HVHT.'this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBG 1n 4, When used in areas outside of the"HVHT'requiring wind borne debris protection this product is o required to be protected with an! pact resistant covering that complies with Section 1609.1.2 J of the F8C. O N D W a 5. Site conditions that deviate from the details.of this:drawing require further engineering analysis by a licensed engineer or registered architect. 6. This product meets water infiltration requirements for"HVHT'. TABLE OF CONiENTS OVERALL bVERAlt. MAX GLASS. DESfGNPRESSURF(PStJ: "' o a n SHEET# DESCRIPTION FIN FRAMI ALO �,PE Z a 1 Typical elevation,design pressures&general notes AIMENSION bIMENSIgm. DIMENSION „„, POSIiTYF N GATlV DAM 1 1/09/11 3 63.4W x 77.48" 60.00"x 74.00" 55.00"x 69.00" G2 +60.0 -60.0 SUE, N.T s. 2 Horizontal&vertical cross sections J 3 Horizontal&vertical cross sections owc.ef: KV m' 4 Buck&frame anchoring cNK BY.. LFS 3 98.48"x 57.48" 95.00'x 54.00" 90.00"x 49.00" G7 +50,0 -50.0 rc 5 Bill of materials,glazing detail&components DRAWING No F7_-14918.10 0 N SHEEP ryi I R:\[.Bents\SI1vedlne Buliding Products-M.M.Prod=t AppnTr MFL-1491B1C-D.W.gs\FL 14918(2014AFL-1491B.10-lLdwg,210 jl I� II 1-114°�NJN. EMB.ftP.) I� I n ° ° Ell, a . A. T' 0 .e, d N 'ds' M z _ m o I l�O 0 , NN x 0 N _ m z a A 0 o I O Z II�fII��o tlf�I D I' 4. I� l I No.43409 rY�3-.s ^ ^ PRODUCT: 0ecumanta I Pnpcmd Bp i y`� Lyndon F.1 Schmidt i��- !tIORIC�,`.�•�y``�� IN1? \ PICTURE WINDOW P.E. No. i 34as ��i� ipNAL1 �� n to 1 v y 2 3/20/15 UPDATE TO STH ED._(2014) FBC JK PART OR ASSEMBLY: BUILOINO CONSULTANTS, INC. m Irl\ 1 3 28 13 REVISED SILCONE DESCRIP77ON LFS BY „P.O. Box 230, Valricq, FL 33595 lu < HORIZONTAL & VERTICAL NO DATE Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE CA No. 9813 ®801 1 fam.BUILgING CONDULTANTO INC. R-\ClientAS'iIverlim BuBdng Products-P\Flodda Product Appr 1s\FL-14918W-Dmwings\FL 14916(2014)\FL-1491810-11dwS 3.10 iI l{ s I x I A � PC J Q�0 o� L G) j >o O A m f7 .o O n Lj ,VIII ,f �o t 1lq>1C0.\\ I � 0 di 00 '� N, O 0N n Z of o A z I' o A 1 W N. No. n oQ � �o i;l._ `ltptlltllh�� 4�3a�D9 R 2 g PRODUCT: D--tm P-pand ey: •- r'r- n F " .I" Lyndon F.�Schmidt � ,q��ZOR19�:' •``�� I PICTURE WINDOW P.E. N. 443409 /,"tl/ �- o OA{AL % � Iw� ;'o //� ,,1 �1/1L111111\�\ o � y m 2 3 20 75 UPDATE TO 5TH ED. (2014)FBC JK PART OR ASSEMBLY: /r ,BUILDING CONSULTANTS. INC. Im 1 3128113 REVISED SILCONE DESCRIPTION LFS ri P.O. Box„230, Valrieo..FL 33595. tn' 1n N0. DATE BY HORIZONTAL k VERTICAL •0 ''phone No.: 813.659.9187 CROSS SECTIONS REVISIONS �FBPE C.il No. 9813 Qj 20 11 R.W.9YILDrNa DaNaatYMM INC. it '• * 2X FRAMING TO BE DESIGNED ��``4.•` • BY THE ENGINEER OR ARCHITECT ��•' 'jy OF RECORD BASED ON WIND LOADS max,•" s"Z„l".,�i4 AND THE CLADDING BEING USED. U Z n to A z 45 Ow 5•1/2°MAX. �i •. �` c�'� Q.C.(rYP.) '+i •• �`� >°n 10 MAX. 5 SAX, 3" _ ��j�ar�*ttN�'�� u g;z° Q C.(TYP J - ! i a (TYP.) 8 _Id c - - - — ---- Z am - .. ^—.-.- a to�_---_m E 9z 8 gagg 4p. FRAME TYP. TYP. 2X BUCK 2X SUCK t i Fz c l z z v 'ri O ay O MASONRY w m '41z OPENING OPENING yW� O m U ¢ m cr O BUCK ANCHORING FRAME ANCHORING FRAME ANCHORING h A MASONRY2X BUCK 2X STUD N u z E z ut rn � a• ��i a CONCRETEANCHOR NOTES: .a T,Cancrale anrhortocattnns atthe comers maybe arJWed to motnfah the mtn. .-a edge distance to modarjolhM y M 2 Concrete anchortocattans noted as MAX ON CENTER"must be cdjwtedto w mo(ntain the min.edge dBtance to malarlolnts,addtflonal'can creta anchors o N moy borequUad la ensure.the'MAX.ON CEMER"d(menslon ora nol excaeded. �� 3 Concreteanchortable• .7tN(,FtQK.ANL*kOR - hMIA'c MlM C.LfARAN�F, MIN S,<.EiARANCE N •^Z <tYPE 12E Md hMEYdt iTQM..... Y TdAP AGENT ..... ...._. +�,.... _... .. . ....._. cEUG@; .....:.<AN FibR.....; sure: 1 T./p9 1 T tTw TA OscaE: N® T/4" 1.7/8" T 4" N.T.S. " ELCO a Dwc:en KV 19 ULTRACON T/4" 1.1/4" T" 4` CHK,BY; L S s WOOD SCREWtNSTAtlA7ION NOTII: - DRAWING Na.: s }.Maintainamin(mum 5/8*edge.d(slance,?"end d(s}once,d Vo.c.spacing of wood screws topre'vent the splilt(ng of wood. r FL-14918.10 SHEET .4 of 5 o _ BILL OF MATERIALS ��`�C,• TTEM,DESCRIPTION MATERIAL m .• i; A 1X BUCK SG>=0.55 WOOD �.z n B 2X BUCK SG>=0.55 WOOD =(f:u * oE = d� C .MAX.1/4"SHIMSPACE - � Z Q;/O` m D 1/4"X 2.3/4"PFH ELCO OR[TW CONCRETE SCREW STEEL �'• 3.n n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 318" ' `�Zl ren E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 STEEL ,''�� "•, °r)m Z H 1%4"X 2-3/4"HH CONCRETE SCREW 1 EXTRUDED VINYL PVC PICTURE WINDOW FRAME WITH FLANGE BY SILVERUNE#2701• VINYL 5' - °. 2 EXTRUDED VINYL PVC PICTURE WINDOW GLAZING BEAD BY SILVERLINE#2217' VINYL g 9 0`o a -- - -- °p ma-a� -_ -4- EXTRUDED VINYL-PVC 5000- -PICTURE-WINDOW-POCKET-FILLER BYSILVERLINE;#4117 —— 6 INTERCEPT SPACER STEEL 'a 7 GLAZING COMPOUND(TREMCO 3D-S400) I SILICONE F- --130' I ; '20 y� 8 #8'X 1-1/2"PPH SMSSTEEL f�1 GLAZING BEAD 9 #8 X 2"PPH SMS STEEL LJ �y.1 POS 10 SETTING BLOCK SILICONE z 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS." z 3� 0 fes- 2.650 k� 31 9 I' In J O EL () K � 0- Q 0 ti m 0.07" 0 10 o Z In Z 5/8"THICK GLASS 5/8"THICK GLASS " o 6 D i rn 5/3T ANNEALED 3/16'ANNEALED , w o �cn 2 AIR AIR 5/32'ANNEALED o 3116P ANNEALED 'C w 7/16" 7/16" GLASS BITE 6 GLASS BBE 6 E w' Z a D GLAZING DETAIL GY GIAIING DETAIL T FRAME WITH FIN ' 11 O9 t 1 E G1SCAM N.T.S, 91DWG.BY, KV 01 _ CRIL Bn LFS 3 DRAWING NO.: FL-14918.10 0 SNEEY 5 or 5 D G r1' (I l MIAMI DADE MFAiVII=DADS COUNTY PRODUCT CONTROL SECTION ;11805 SW 26 Street,Room 208 DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)31 5-2590 F(986)315-2599 N CEPTANCE OA `www.miamidade.agyleconomy GT Industries Inc. !`I 1070 Technology Drive, orth Venice,F1.34275 SCo . i' This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami ::-iDade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dad e County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to p p p ( g and the AHJ may perform m the accepted manner, the manufacturer will incur the expense of such testin immediately revoke,modify,or suspend the use of such product or materialwithin their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control, Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Hurricane Zone. DESCRIPTION:DESCRIPTION:Series"SGD 2500"Aluminum Sliding Glass-Doors w/wo Reinforcements—Nan-Impact l APPROVAL DOCUMENT:Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control,Revision stamp with the Notice of Acce tancemumber and expiration date by the Miami-Dade County Pro,'duct Control Section. MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as a . .licable are required. l,) Limitations: 1. Use of Table 1 requires'No reinforcements. Vii! 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&4 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max VV nominal airspace is applicable for I.G.glazing.withTruseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control ApprovedtttI noted herein. 11 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product-or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section ofthis NOA shall be cause for termination and reinoval!l'of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. j r INSPECTION:A copy of this entire NOA shall be provided to the user by the m anufactuuer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 912-0726,03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I• Chands,P.E. hitAMl RADE Cau�trr NOA No.15-0609.10 I Expiration Da te:'May 22,2018 `ley Approval Date: August 13,2015 Page I 'I ! PGT Industries Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ! A. DRAWINGSt 1. Manufacturer's die drawings and sections(submitted under files below). ;I 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors XT_ .Sliding sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. I B. TESTS (submitted under files 912-0726.03/#11.-1018.11/#08-0213.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94. 4)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up d. rawingsandinstallation di_agram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No F,TL-5095,dated 12-13- 06,signed and sealed by Edmundo Largaespada,P.E. 2. Additional test reports,Test report No.FTL-3102,FTL-3116,FTL-3117,FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94!(formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1210,05/08-0213.03). C. CALCULATIONS �� I. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214(5th Edition),prepared by PGT,signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). L� E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th edition) 'and letter of no financial interest,prepared by PGT,dated 05/29/15,signed and sealed by Lynn.Miller,P.E. 2. Letter of lab compliance,part of the above test reports. i G. OTHER 1. This NOA revises NOA 412-0726.03,expiring May 22,2012. las NOA associated 7-� an;d#01\.4-1220.05 3. Testp�posals No(s)072245 and#04-0404 approved byBCCO. . !' shaq 1.Chanda,P.E. Product Control Examiner I NOA No.15-0609.10 Expiration Date: May 22,2018 A,'pproval Date: August 13,201.5 E-1 f�' GENERAL NOTES: NON-IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: B.3118' -TEMPERED GLASS.TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-6005, C.1/4'TEMPERED GLASS,TEST REPORT FTL-3102. D,618"INSULATED GLASS(I.G.);(2)LITES OF 3116"TEMPERED GLASS WITH A 1/4'AIRSPACE.TEST REPORTS FTL-4273,FTL-4275,FTL-4280,FTL-4285 AND FTL4341. 2,CONFIGURATIONS-SEE SHEET 3. 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. A C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE F13C. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. SHEET S.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DAOE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. GENERAL NOTES—....1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. GLAZING DETAILS_..„,.....1 7.REFERENCES:TEST REPORTS FTL-3102,FTL-3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL4341 AND 5095. DESIGN PRESSURES__2 >ELOD ULTRACON AND CRETEFLEX NOA!S CONFIGURATIONS........... 3 >ANSI/AF&PANDS FOR WOOD CONSTRUCTION A ELEVATIONS.................... 4 >ALUMINUM DESIGN MANUAL VERT.SECTIONS............. 6 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, IN&UDING THE HIGH HORIZ,SECTIONS............6-8 VELOCITY HURRICANE ZONE(HVHZ). "V&'0'CLIP INSTALL 9 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131): PARTS LIST.................... 10 a.PVC;MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. EXTRUSIONS..... 11-13 ANCHORAGE.....................14-16 b.HARDNESS:70 SHORE A c.SPECIFIC GRAVITY:1,43 d.TENSILE STRENGTH:1460 PSI e,ULTIMATE ELONGATION:380% I. MODULUS @ 100%ELONGATION:590 PSI g.TEAR STRENGTH: 210 LEAN VftftCrRKVl3ED Mki Ca& -lo Mwalliall Daft-&, TRUSEAL DURASEAL SPACER(TYP.) 36 40 37 3/16"TEMPERED GLASS 131 3116"TEMPERED GLASS 114"TEMPERED GLASS AIR SPACE 3/16"TEMPERED GLASS NOM.518"I.G. 318"GLASS 3/8'GLASS 318"GLASS 15, 15 ft LYNN .......... %,%CENs ve, 3/16" MONOLITHIC GLASS 1/4" MONOLITHIC GLASS 5/8" I.G. CLASS No.58705 GLASS TYPE B GLASS TYPE C GLASS TYPED '�; 7 TE AME falm L kcimag THissuEEr NOTES,GLAZING DETAILS MAP p . ......... J.J. F002010 CODE CHANGE,GLAZING VINYLS SPACER VESCRprION NOKOMISFL34276 ALUM.SLIDING GLASS DOOR,NON-IMPACT W%.%%% RIM47 'IV 3", 7" off L.". Pla�a XiM ANCHOR NOA NUMBERS A ADMOSEDIT(ONVEARS NOKOMI FL,14274 vbibly D'u" —AWN. LYN I UR.P.E. F.K. 0910&ftW BMW I �Tsj 16 757 IN A- 1`4448705 0412M COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL,21/2"HIGH INTERIOR >EXTENDED SILL,2112"HIGH INTERIOR 46 >SINGLEISINGLE INTERLOCK >SINGLE(DOUBLE INTERLOCK(OUTSIDE) >NO REINFORCEMENT(SEE SECTIONS ON SHEETS) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 5) 45 GLASS TYPES: GLASS TYPES: B.FTL-3117&FTL4277'311W OR 1/4'TEMPERED 0.FTL-3102,114"TEMPERED D.FTL4280&FIL4285;5/8"TEMPERED I.G.(3118'T,114"SPACE,311671) Is D.FTL4273&FTLA276;5/8"TEMPERED I.G.(318'T,114*SPACE,3116'7) NOM. v) OVER-ALL DOOR HEIGHT EXTERIOR NOM. w OVER-ALL DOOR HEIGHT EXTERIOR U) PANEL 1 PANEL :560-(Sp) N,W) go"(70) 96,(8Q) WIDTH 84'(70) 991(71) SINGLEIDOUBLEWDH I B 406.0 -98.8 +P�,O 1 -76.0 +64.6 -64.6 +60.0 --aMo +65.0 1-127.11+65.'o _12m4 +65.01-110.8 +65.0 -102.9 INTERLOCK 24"(2°j 24"(20) C r TO __;6_5.0, -107.1 +65.01 -B0.0 +86.0 -73.0 +65.0 e8.6 ENFORCEMENT D +65.0 430.0 +85.0 -130.0 +65.0 -120.0 +05A -111.4 30'(eS +65'0- -82.7 +58.41 -50.4 +53.8 -53.8 +49.8 49.8 391(20) C +65.0 -108.3 +65.0' -100.2 405.0 -92.2 +65A -85.3 ) 1 D 4615.0 -89A +e5.0 -66.8 +61.4 -61.4 +56.9 -50.9 D. 05.0 A16l +05.0 -108.51+65.0 -99.8 +65.0 -92.4 30"(30' B 1+65.0 -72.3 +50.9 -50;9 4:40.7 46.7 +43.1 435 W,(30) C +65.0 -92.9 +05.D -87.3' +05.0 -80.0 +66.0 -73.8 D +60.0 -78.3 +58.2 -58.2 +53.3 -53.3 +49.2 -492 D 1+65.0 -100.6 *66.0 -94.5 +05.0. -86.7 +65.0 -80.0 B +05. - J +41.7 -41.7 438.4 -38A C -+65.0 -78.4 +05.0 -78A 1.6 +05.0, _(15.8 42"(3) - 4r(A D .+65:0 -70.5. +52.2 -52.2 +47.7 -47.7 j43.9 43.9 D +65.0 -84.9 +65.0 -11CO, +65.0 -77.6 't65.0 -71.3 +42.0, 42.0 1+30.2 4B.2 +35.01 -35.0 7-0.0 -60.0 +60.0 -60.0 +80.0 _00.0_ 48*(40) B +60,0 -60.01 C +030.0 w60.0 6 1. 1 D +65.0 -66.0 +40.01 48.0,1+03.8 .61+40.01 40.01 D +05.0 -65.0 +65.0 -66.0 +65.0 -65-0 1+e6.0 I'-a5.O .3 1.7 4 1 ,7. �B.2 43.a COMPARATIVE ANALYSIS: TABLE 2. :-,EXTENDED SILL,21t2"HIGH INTERIOR! 46 >SINGLE(SiNGLE INTERLOCK >PULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) 48 GLASS TYPES; SEE NOTES I&2 B.FTL-3116;3116'OR 114"TEMPERED POS. D.FTL4341;6/6"TEMPERED,LG•(311611WSPACE,W16`1) SILL DESIGN NOM. OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. PANEL -(IN.) (PsF) I @0"(76) ow(Sp) /SINGLE 2 112" +65.0 WIDTH (9 �(&�) w F INTERLOC 1314" +35�3 2EIN 4'(2) B,D +65.01-105.91+65.0 -100.01+85.0 -92.3 +65.01 -85.7 RF-OBCE INTERIOR NOII SILL RATEDI -(3-0) B,D +65,0 -77.4 +65.0 -72.7 +65.0 -66.7 +61.5 •61.5ti 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2 HIGH 8,13 465.0 -65.3 1+85.0 -55.3 +59.6 -59.6- +54.9 -54.9 SILL POSITIVE DESIGN PRESSURE IS LIMITED TO$5.3 ASF WITH THE 1314 SILL. 48"(40) B,D +50.01 -60,0 14-60,0 -50-0 -166,07 -80.0-1-4:60.0* _50.0- NEGATIVE-PRESSURES ARE UNCHANGED- ZNo.68705 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH sk CASE.POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE SHOWN IN TABLES I THROUGH 3 FOR THE RESPECTIVE SIZE 41, AW Xt Ur VS#VP TABLE 'lpT DESIGN L 1070TECHIVOLOOVORIM jPRESSIWES NO REINFORCEMENT1400MOE77WSSUEET 9/0 V'Yid. NOWMA FL$4215 ,,1,NAL,'M ALUM.SLIDING GLASS DOOR,NON-IMPACT 11111% L.M. _N NOCHOGE71HISONIFEr 7 Ylobtv Boner A.LYNN MILLER,RE 17TS PZA 58705 N F.K. 0412AV 757 CODE PANEL TYPES CODE PANEL TYPES CONFIGURATION NOTES: 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL R.H.INTE A RLOCK LOCKSTILE R LOCISTILEINTERLOCK WIDTH PANEL TYPES IS 441!8". R. R.H. ED STANDARD B INkRLOCK INTERLOCK 2.MAX.DLO HEIGHT=913/4" S L"OXCKSTILE ASTRAGAL 3,DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKETAND ANY T I DOMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R. REVERSE REVERSE FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NDA. EXAMPLE MAXIMUM CONFIGURATIONS: D LOCKSTILE INTERLOCK U REVERSE LOCKSTILE A EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. ASTRAGAL B.FIVE PANELS ON FIVE TRACKS(BY-PASS) L.H. R.H. IXFIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCK INTERLOCK V FLOCEKDSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. C.H. .H. DOUBLE F-- STANDARD INH INTERLOCK w ASTRAGAL F INTERLOCK INTERLOCK LOCKSTILE C DOUBLE FIXED DOUBLE G INTERLOCK y LOCKSTILE ==E] INTERLOCK R.HTE. L.INH. = LOCKSTILE == LOCKSTILE H INRLOCK TERLOCK Z monucrREVISED o .10 DOUBLE DOUBLE DOUBLE FIXED INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE It,— LOCKSTILE STANDARD DOUBLE ASTRAGAL GR INTERLOCK LOCKSTILE LH. REVERSE K INTERLOCK LOCKSTILE R.H. LR ASTRAGAL INTERLOCK L.H. STANDARDSTANDARD DOUBLE ASTRAGAL L INTERLOCK ASTRAGAL WR INTERLOCK —LOCKSTILE L.H. �_D_S_DOUBLE R.H. —INTERLOCK INTERLOCK- ---------- INTERLOCK STANDARD L.H. L.H. DOUBLEGFNf/Z 1//' N ASTRAGAL INTERLOCK SD INTERLOCK INTERLOCK ...... --�"1 R.H. FIXED N..58705 P INTERLOCK LOCKSTILE ILS:: It, F.K. faw�=7 NO CHANGE THIS SHEET AT PANEL TYPES tHIMOKOMMIS.FL J.J. IM3111 1"7'No N THISSHEET 1p.K ......... ALUM.SLIDING GLASS DOOR,NON-IMPACT LA. Mong I'v mocaviGemsaf-fEEr P.O.oqx fs" �w'Nw 0 d" — I NOKOWS.FL 34274 Visibly Porter —�Ts 1— - 1 a- A. VAI FK 0"3104 v"z" 3 16 757 SaMma N p;E.g 50706 r 44 118"MAX.DAYLIGHT OPENING FOR 48'NOMINAL,ALL CONFIGURATIONS 76 314" 80" 80' MAXX.. LyI / DAYLIGHT MAX MAX. ff OPENING HT. a / a a 48"NOM.MAX.PANEL WIDTH --+ 48"NOM.MAX.PANEL WIDTH pXXD pXXXO or OXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. 2.DLO WIDTH=NOMINAL WIDTH-3 71W 3.DLO HEIGHT=DOOR HEIGHT-41/4' DLO DLO WIDTH FRODBCVKVISID .. �eo.917rMB dllllw Floral h.Yfi.Y Cod. 48"NOM,MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH - oxo OXXO or XXXX ► `: t r 1�-y 0 a 91314" 98" MAX. 'IGHT MAX.X DA rOPENING — --- -i— 96' 98" —MAX-- _ _ _ _ ------ PAAX- 39" -- HT. HT. — T LYNN - L 48"NOM.MAX.PANEL WIDTH -} 48"NOM.MAX.PANEL WIDTH - — ��i `� ��'.''��cervs '_•.Fp X,p or pX OX or XO pXXXO or OXXXo = No.X8705 t ' n •, EXAMPLE ELEVATIONS %.c� •. F A '`. l:K. 1LY1FRiT �t N0 t3lAHOE TNtS SHEET f0707ECHNOtO0Y0H1VE tOR1fl.,•� "" fiss'"...... ��. J.J. IWIVIf M OCHANOEMISBHEET NOKOMIB,R31276 t ... . a"" �� ALUM.SLIDING GLASS DOOR,NON-IMPACT �� /ONAt ,,. LM. 62d�IB N NOCHANOETHIS SHEET P.0.0 1629 pc.w �� rtt 11 tK or air NOXONI9,(1.31271 Vd/bly Better SGD260P It1T$ 4 �K 18 7b7 N A.LYP.E.9687U5'P.E. F.K. 09106M4 J,J. Dpl)M 212L-I .n n 212 j TRACK HEADL, 216 (5 — TRACK HEAD & bl-L briV SILL SHO ; C214 216 (5 7 TRACK HEAD & SILL SHO 74 n2l 5 217 215 EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAM 71 71 ft 71 it n 76 76 76 EXT- INT- EXT. INT. EXT. INT. 94 114" r"pMH.rli11M Audis MAX MAX, bmlf DLO — 6 ./o ALL ALL HEIGHT tpkwAmD41r CONFIG. CONFIG. W-0 b--So NOTE:ITEM 74, INTERIOR SILL IS NOTAPPROVED WHERE WATER EX IOR 77 70 EXTERIOR INFILTRATION IS REQUIRED. 77 70 LWJ W1 @ @) 0 -T 0 8 21/2• 0 9 -0 -1�14' -74 u 411te NOTE. 'N' MAX.DPW/1314* SILL=+35.3 PSF VERTICAL SECT, 72 VERTICAL SECT. 72 VERTICAL SECT. I,jo.58705 STANDARD SILL EXTENDED SILL INTERIOR SILL F.K. i0.M7 L NOCHMWTHISSHEEr 79;rrw—. mw aLDorDnna VERTICAL SECTIONS J.J. WWI, m OCFGWDETHISSNEET iv is,FL 342rs ALUM.SLIDING GLASS DOOR,NON-IMPACT 19/6 P.O.Boxim NN- Lm. W8116 N 6102cumGgWi sHErr fd.."WA I— W*mmmeil"Al- NOKOMle,FL 34274 Barer '1 1 5.- 16 757 N P.F-#58705 F.K. O"M —JA G-Mzte I SOD2500 112 SECT.A-A SECT.D-D SECT.E-E I 4 INTERIOR — o 0 — (ALL SECTIONS) EXTERIOR SECT.B-B SECT.C-C J SINGLE/SINGLE INTERLOCK EXAMPLE W/ NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) ss 24 pR 721 X 1 OR 101 X rr 71TL X XORO 6 OR f06Iff � � rgooucrxevrsm veilk W Flout SECT. A—A' fosORsw�+d mDol. -L MOVABLE INTERLOCT. - g AT P—HOOK SECT B—B LOCKSTILE AT ASTRAGAL N. 1 CC MOVABLE SINGLE/SINGLE INTERLOCK 76 AND7 66 OR 7Q6 X OR 0 1 OR 101 0 0 O G AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH - -=-- -- �. FIXED PAN —— -- --- L, — — 73 - - - -- -- -'- - ---- --- X78- - SECT. D—D �� ,.. \.%cENgF rE� FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.60705 LOCKSTILE AT JAMB = F19.1s �~ G�'• 1.1;A ! tf : r lN2pA7 L NOCHAWE SSHEEr c4'•._ J.J. 1NI_ M CHANOETHMSHEET fONOKOMI3,FL34276�P 7- ,HORIZONTAL SECTIONS,TABLE 1- DPS tiNAI. vo.s11}}xta2a =_= ALUM.SLIDING GLASS DOOR NON-IMPACT 'f", 11, t LM.• N2N16 N GE riIISSHEET z;wWNOxOM18,FL 3/271 V4fbly defter '�� '°�` °"�� 11'" A,LYNN I�.�.n,RE F.K G9+a0itM J.J. 04102ND SOD2600 i!2 8 + 1B 757 N P."66706 SECT.A-A I SECT.H-H _ SECT.E-E 4 INTERIOR ° (ALL SECTIONS) EXTERIOR SECT.F-F� SECT.O-GJ SINGLE SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 69 46 24 OR 121 jjj: 1 OR 101 X X X 6 OR 106 X 0Figi uucrR.x►arn"M' SECT. A—A " los OR 6 SECT. Q A,,``""•M''°"+` MOVABLE INTERLOC AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 1 ORS 76 AND 77 6 OR 106 X OR 0 O O O O AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH FIXED PANE --- - ---- ---- — 46 SECT.. H—H-- - �1: `•,� SECT. E—E No.58705 > FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAMB F.K.7 porJ9ro7 x L NOCWNOETNSSHEEr10707ECHNOLOOYDNNE NORIZONTALSECTIONS TABLE 2-DPS ";,��C`SSFco.... ; JJ, ' +alae M OCHAhISETHlSSNEE7 NOKOM15,FL3178 PGT ALUM.SLIDING GLASS DOOR,NON-IMPACT ;011110\\ , wr: P.O.StLY 15?9 - re n.w0a O.e A.LYNN MILLER,P.E. L',M. 5/la+8 N NO CHIWOETHIS SHEET NOKOMI3,FL 3I771 V1r761y Better e� t.m.ah q,y. SOD2500 1/2 7 '�16 767 N P.E.058705 F.K. 09/OdA74 J�J, o lowe SECT.A A SECT.J-,1 SECT.E-E INTERIOR 0 0 (ALL SECTIONS) EXTERIOR SECT.14 SECT.G-G J SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) ss . 24 OR 727 s OR ros 46 46 f OR 8, X 45 X gm 6OR r06 X X ❑R ❑ ,x puucc SECT. A—A rc 41� Jp MOVABLE INTERLOCK 33 OR 334 SECT. 'G—G AT P—HOOK SECT i—I LOCKSTILE AT ASTRAGAL 00" ry14/t t wN Co�tnl MOVABLE SINGLE/DOUBLE INTERLOCK 7S AND 77 70 OR 6 XOR ❑ 1 OR 1pf 46 ❑ O O O O � 45 USED ONLY WITH nXED PANEL, 73-- - __ - --- — -- ---- - 134 OR 33 �ti. 4tceNs '•.Fg SECT. J—J SECT. E—E J''�' No.56705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOC STILE AT JAMB FK, RIM7 L NOCIGWOETHISSHEE7 i� 'LORl01* r.r. ' �MVli M OCHANOE7NI3SHEET 16NOKOMI FL3I27 T :fORIZONTALSECTIONS,7A@LE3-DPS r'.;csS�pNAl-SoN t- M as Es r raaa ALUM',SLIDING GLASS DOOR,NON-IMPACTNO CfLW0ETN18SHEE7m: ppsVisibly Betterur m� A.LYNN MILLER,P.E, F.K. BA?4 r.,L OdNDti� SOD26W 112 B - 16' 757 N P.E.tA 58705 E1)FIXED PANEL CLIP(TOP)INSTALLED ON ACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMB INSTALL W!#10x1"SM5(4) rARE-INSTALL#10x 314" o PANEL SCREWS(2) 78 831!4" TT INSTALL WI 32„ ,,- INSTALL Wl#10x1"SMS(4) #10x1" SMS(2) f RE-INSTALL 114-20 PIC `7PANEL SCREW(1) . pox v 11 (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED.PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL ! >t> » }t � � Aita'�tt 1lG •( },X„ FIXED PANELS "• ._ M►nJ r cwtni (i)TRACKCLIPASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTIVE SILL TRACK \ \� f 8& 6768 �``��`yaNq LYNN "f No.50705 ' ' OPERABLE PANELS - r RK IMM L NOCIL4NOETH73SHEE7 >� TRA CLIP&FIXED CLIPS INSTALLATION ,�.•' .ATIE41 10• M PoM?E W"oLoovoll E >�s iii�,'•.;�C....... jj, ral9rtr t M OCNANGFTN158HEET NOKOMI9 FL31276 ALUM.SLIDING GLASS DOOR NON-IMPACT �''%5 S/ONAL L.M. W05 N NO gymo THIS SHEET PCO.BOX I6TY � N° �,. �,�� M; Minue- M.a09 tde Nol'(OMIQ FL 91271 i/Lflbly Utttar SOIf2L90 .1l2 757 N ti L P."58705 FS'E. P.K. 09/tlH�01 J.J, pllOTH19 rfM PART#DESCRIPTION PGT# I11M JPARTR DESCRIPUON PGT# 1 J708 JLOCKSTILZMONOLITHIC 69362 62 522' COLONIALINTERSECTION 41630 2 ITATCH ASSEMBLY LO 7LOCK 63 124 APPLIED COLONIALMUNTIN 66631 3 LATCRASSEMBLY UMM 7DUMY 64 1240 1/16X 1 FLATBAR 6B926T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 4I754B%W ' 6 705 INTERLOCK(STD.),MONOLITHIC 69409 67 756 TRACK CLIP COVER 6756W W 7 1119 If 10 X.750PH.PN.SMS-S.S. 7S 134X 68 #6 X 3/8 PP SMS 18.8 SS 76X38PPAX 8 1/4-20 X 1.125,PH.PN MS 7142OXI 18PPMSX 69 740 HOOKSTRIP 'P-HOOK 63713 9 12M W STP,.187.X 320-PILE 6FELTK 10 722A HIGHRISETRACK ADAPTER 69371 it 706 TOPRAIL,MONOLITIRC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.167 X.290 FIN SEAL 61281W 72 7038 2-TRACK EXTFMOR SILL 6703E 13 725B TOPPANELGUIDE 41801 73 704 21'RACKJAMB 68180 15 707C BOTTOM RAIL,MONOLITIIZC 68173 74 637 2-TRACKINTERIORSILL 68275 17 726 BOTTOM PANEL GUIDE 41802 76 1717 FIXED PANEL CLIP TOP 7LA13A 18 661 SINGLEROLLERASSY. 7SRAZ 77 1717B FIXED,PANELCLIP,BOTTOM 7717FPCA 19 661 SINGLE ROLLER.ASSY.-S.S. 7SRAX 78 646 FIXEDPANELBRACKEr 41814 20 683 TANDEMROLLERASSY. 76832 90 1136 #6X1/2PPSMS 76X12A 21 683 TANDEM ROLLERASSY.-S.S. 7683SS 101 736 LOCKST I.G.GLASS 60392 23 6.09 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. 1,G.GLASS 60393 24 720 ASTRAGAL D. MONOLITHIC 69492 iii 618 ' TOP RAIL,I.G.GLASS 69088 26 653 LATCHKEEPEL 7SDKEEP 1'15 619 BOTTOM RAIL I.G.GLASS 69089 27 653 LATCHKEEPER,-S•S. 79DKEEPX 121 737 ASTRAGAL I.G.GLASS 60394 28 #8 X.312 PH.TR.SMS 7SX56A 130 518"I.G GLASS;3116°TEMPERED 29 729 JAMB BUMPE. 72087K 1/4"SPAC 3/16"TEMPERED n,oquctx�� 30 #6X.375 PH.IN. SMS 76X38PPA 131 1006 GLAZING VINXL-INSULATED GLASS 658GLK No/ 31 6631664 BUMFERSHIM .03008.060 41831 134 745 DOUBLE INTERLOCK STD: I.G GIAS 60- r>+"Wimk 33 1734 IDOUBLEINTERLOCK STD.),MONO. 69494 201 629 1-TRACK HEAD,POCKED DOOR 68176 S `" - 36 11007 IGLAZINGVDM-3/16 6T304 202 628 1-TRACK JAMB,POCKET DOOR 6628 37 1 jGLAZfNGV2M-1/4 614GLK 203 666 OPT.SCREEN RAIL POCKET DOOR 61394 39 3116"TIT FRED GLASS 204 1627 Ul-TRACK SILL,EXT.POCKET•DOOR 68178M 40 •1/4"TEMPERED GLASS 208 631 13-TRACK HEAD 68182 42 645 ADD•ON STILE OXO ONL 69112 209 632 3-TRACK JAMB 68183 45 753 1/2 X 15/8 ROW.-ALUM 6755M 210 633 13-TRACK SILL,EXT.W/SCREEN RAIL 68184M 46 1214 1/2X 1 1/4 RE1NF.-ALUM. 61214M 49 749 RUINFORCEMENT SPRING CLIP 7BRIC'TM25 211 613 ADD-ON TRACK HEAD 68187 51 1040 MORTICEI.00K FADI.ATCH 71040 212 614 ADD-ON TRACK FORFRAMEHEAD 66185 52 1040.2 MORTICELOCK(DEAD LAT,CH S.S. 7104OX 213 617 2-TRACKFRAMEJAMH ADD-ON 68188 __,._53__ —CYLINDERIHOUSING-ASSY ORTIC 70 K 214 615 3-TRACKS ADD-ON 68189M -- - 54 1016 #8X.625 PH:FL.SMS 78582A --L-21-5_-616-- ADD-ONTRACK W/_SCREEN=FORSILL 68190M._ 55 657 BACKINGPLATE ORTIC 418SON 216 634 ADD-ONHFAD 68186 ``\ flNY LYNN 5G 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M 57 ICOVERPIATE 7Vr43 218 638 LOW-RISE2-TRACK SILL;EXTERIOR 68952M- QT,.•' WCENg�•.CFP 5$ 659 IMORTICELATCH KEEPER 7SDSP5X1 220 636 1-TRACK SHL,INTERIOR 68274M No.50705 = 601239 3/16"APPLIED MUNTIN 68421 222 .671 LOW-RiSEI-TRACK,Sim EXTERIOR 60803M �ro ,ft, .�, 61 665 lCOLONIALENDPIECE 41628 225 732 HIGHRISETRACK ADAPTER 68313M ROWar tJV0 V--%.— :.o� s7 a K fQ2A1fcxartae rssxEET PARTSLISTS" . OCHANOF7H19SHEET f 0 Mrs r°i.°siia"� ALUM.SLIDING GLASS r�OOR,NON-IMPACT "�SIONAL SLM. N2N1ENa CHANE 19 SHEET P.O.° coir. — — t+ it yytyr• t„c ,fL HVI VOW,Better A,LYNN MSLLERP.E. F.K. 00/ oaro2v° soazs90 IVIS 10 t8 T6T N P.E M 58705 f- - 2.437 rF-- 2.310 �--- 2.310 f-- 2.310 1.032 1.452. --1 .690 1'"- -..I .890 1�- I IFF Lff � 062 093 -►-•- .062 1.818 093 1.616 093 I.G. .G. INTERLOCK 1.375 1.31175 .062 101 MAT' 736 3-T6 MAT 760 T6 G. LOCKSTILE I -�I 1.036 1-+- -«i5oq-+- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2A37 I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T5 MAT'L: 6063-T5 134 #745 #734 062 ;1.032 +-- 2.310 111 #618 11 #706 �j STD. LOCKING STI I E 1A52 MAT L:6 637-T6 .093 STD. INTERLOCK MAT'L: 6063-76 --I 1.030 1-•- ..14991•- 2.582 -1I.•�--- 2.662 --•-1 #705 O --A82 � .062 1.090 1.575 1.096 1.575 2.438 2.438 � 2.845 2.845 -X1 .890 1--- .890 �•-• IROQOCTR6prs6p ` bwdbi r4Mt>,t>rlftik I.G. BOTTOM RAIL BOTTOM I RASL 125 .I �-.125 ��/o MAT'L: 6063-T6 MAT'L: 6063-T5 [[[-- O � #619 #707 I.G. ASTRAGAL H.D. ASTRAGAL ( M 115 15 J21MAT'L#'737 63-T6 23 MAT'L: 0 63-T6 law T a o o a 1.611 1.250 I»- 1.750 +- 1.760 -4 y -�{1000 �-+- -.-i 1.000 �-�- -45 REINFOftCEMEN7 -46'=REINFORCEMENT` =- MAT' 79563-T6 MAT'L- 606-T6 2,000 9.750 tttltrrf l 125 .121 � a�aV LYNN OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. -- 4 1/4" ��y��• �tcENSE'•�lF,p�'� 77 FIXED PANEL CLIP, BOTTOM }; FIXED PANEL CLIP, TOP No.55705 I MAT'L- 6063-T6 7S MAT'L- 6063 -T6 N"Ro-5 , Frc razemr L NacH;NaE ssHEET EXTRUSIONS,PANELS FcoHttaP,.•'AX :: r. a. toroTEQrltiQtoovarrvai�S ' C? ,.� rNrwranr fl'M QCWINGETHI9SHEET NOIiOMIS,.fl 91276x;7F P m.ALUM.SLIDING GLASS DOOR,NON-IMPACT � S 0h/ALsGN��' LM. WiV16 N NQ QMNQE THIS SHEET .08191 t6YD �„� a LMofaa Rn: owe NOXOMl3,fr.91@TA Vrr1bly Better A.LYNN l�Itf,�i,P.E. F.K. QsroM rd. aaroan5 saozaoo NTS 11 + 1B 75T N P.EN65705 3.624 1.000 T I —'�� .062 2.50D �{I 1.687 REF. , ANCHOR HOLES .062 --��"- 71 2 — TRACK HEAD70 HI—RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A ♦*—3.500 2.370 —�-{ .687 ' ' i 060 I I REF. ANC ANCHOR HOLES 1.010 73 2 — TRACK JAMB O HOOKSTRIP MAT'L: 6063—T6 69 MAT'L: 6063—T5 #704 #740 1.687 REF. 062 rROD CTRE 13"wilm ANCHOR y,tat.i Cod.t0 HOLES I � B 1.760 .600 I'1.750 082 �I 203 OPTIONAL SCREEN �.— 4.676 RAIL, POCKET MAT'L:#6663—T5 72 2 — TRACK EXTERIOR SILL MAT'L: 6063—T6 #703B .550 1.687 REF. -� ANCHOR HOLES 1.760 062 - -- _ -- - - - .502 .060 ___ff -- ' `—�' 225 HI—RISE TRACK ADAPTER 3.798_ '.I _T MAT'L: 6063_—T5 SO <<E� #732 79 2 TRACK INTERIOR SILL = No.58705 — MAT'L: 6063—T6 #637ATE F.K. 1MbW7 .L REMOVEIIEAl3201202d2DW 1-TRACKFRAME ,p7p�CHNQLOnYOANE� � EXTRUSIONS FRAME %�55��0•.....•F`�G\�� J•J, ' +wfvtf M OCHANOETNISSHEEr NOXgrI3Fl31276 gLUM.SLIDINGGLASSDDOR NON-IMPACT Nl1l�\\\,,� L.Mm.62d!ib F'N NO CHANGE SHEET P.D.SOXA62D A.LYNN MILLER,P.E mw: aw, HOXOMI8,Fl.31271 V!a!blyBetter 30D2600 NTS 12 � 15 757 N P.EDGB706 F.K. 0fl10aW J.J. 0"Volm ADDED FRAME COMPONENTS S_i.'� _.4.016 3,002 --�-I 1,800 1A00 , 750 .950 .750 1.000 1.000 '1�' T T 062 —��- _T -F "IF'�- .062 .062•-•ate— 1 ase —►Il—�— 211 ADD—ON TRACK HEAD 2]2 FOR FRAME HEAD ADD—ON HEAD �208 ' 3 — TRACK HEAD MAT'L:#6133—T6 MAT'L:#60463—T6 216 MAT'L• 6063--T6 . MAT'L:#6063—T6 #634 .082 .062 A40, .687 .062 887 3,187 --� 625 5.x94 ---; 2 _ TRACK FRAME, 2.394 ---«-� 213 JAMB ADD—ON 222 1 —TRACK SILL,_ LOW —RISE 209 3 — TRACK JAMB MAT'L: 6063—T6 0/ MAT'L:#6323—T6 #617 MAT'L:#66763—T6 �.— rm+.q�.itrgellaW 002 082 1 .440 -►' ( �.W.�oIr-06JQ WL .26DL�� 062 { 1�_ p.te .562 S� 1�0 .562IL� 1 L 562 4✓ UJ� .62Tt ? � i" 6.184 i'" —L 3.968 «'1111_TcwnZ- 5.582 3 -TRACK SILL, EXTERIOR 214 3 - TRACK ADD-ON SILL 21@ 2,-TRACK SILL, LOW -RISE 270 W/ SCREEN RAIL MAT'L: 6063-T6 EXTERIOR:W/ ADD-ON MAT'L:#6363—T6 #615 MAT'L:#6663-T6 082 062-.--_ 062 562 - 562 .562 }+— 2.446 {+-1,844 -F! o --3.798 r �•—2.204 �� aN{LYNN - 215 SCREEN ADD—ON TRACK SILL MAIL 6063 CK IT6 1 TRACK SILL, =LL `'qS��;' 4�GEN$Fr•,, 217 1 TRACK ADD—ON SILL ]19 INTERIOR W/ ADD—ON 22D INTERIOR Wf ADD—ON 5 �k MAT'L: 6063—T6 MAT'L: 6063—T6 MATT. 6063—T6 _ No.X6705 #616 #635 #637 #636 LL tj. RrHEor RG7 F.K. r,YbY.s Oxayaee `• �•. C F� <(/�� fa�sum7 L No CUMETHIS SHEET EXTRUSIONS FRAME CONTINUED a oew Rr f0707ECHNOLOdYD17NE r f��r'`�y'•.,,<QftiRP;.•A1�1�k J.J. 1d}3(!! M CHANOETHIS SHEET NONOMIS,FL 31175 ^"r ai ALUM.SLIDING GLASS DOOR NON-IMPACT '�i ,QNALs ,��` LM. N1&•f6 N NO CIfN70E 7HI98HEET P.O.SD%1818 A.LYNN IIIICS.�}},P.E. P.—m-bo u DMn NOKOMIS,F7.31171 w;lb]y Better 80DOW NTS 13 r 16 7577 N REN 59705 F.K. 09108N4 HEAD&SILL ANCHOR CLUSTERS JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4- NOTES: S H SET 2.TAff LE—2. 1)114-ELCOULTRACON 2)lWFLCOSS4CRETE+LEX 3)#112 STEEL SCREW(GS) DP TABLE REF.> SHE T2,TAALE4. SHE-T 3,TABLE i.ANCHOR TYPES: GLASS TYPE!* B,C ORD B,C OR 0 CORD INTERLOCK&>> SSN SSR SOR 2.GLASSTYPES., B-3110"TEMPERED C-1141TFMPERED D-518"TEMPEREDI.G. REINFORCEMENT HEAD& HEADA HEAD& ANCHORTYPE BILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P4400K 3.INTERLOCK AND REINFORCEMENT KEr. &SUBSTRATE_\ CLUSTERI I I CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. 93 a 13 a 0 1 SSR-SINGLEISINGLE WITH FULL REINFORCEMENT. 0 0 0 0 0 0 0 Q SDR-SINGLE/DOUBLE WITH FULL REINFORCEMENT. NOM. z z 0 0 0 0z � zo 0 PANEL UNIT 0 00 8 8 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: WIDTH x HT. clj §N 0 C4 (`4 (4 - N a VN� "r cl - a a 2 To-ovx 7507 c6 ca c6 8 818 5 6 4 C6106106 8 8 6 41-5 4 C8 CS C6 8 8 8 5 5 5 84.000 CO C6 M 8- 8 6 4 4 4 C6 CO C6 8 0 ' 4 5 4 CS C11 C8 8 8 19, 5 5, 5- JAMBS AND P-HOOK I S SPACING-6"MAX FROM CORNERS AND 2WMAX O.C. do 90.0DWD 'do' ?W -6- -4-_T'dc_6 F-IF-4 5 HEAD AND SILL SPACING-8"MAX.FROM CORNERS AND 22 6/16"MAX O.C. 1-16.W _;f'b6bb'C6 8 .8 10 5 5j 6 4 4'1 do r W, 08.000 3D.000 x 80,000 C6 C6 C6 87 8 5 5 4 8 5 6 4 C8 C8 d6- 8 10-10 6 6 6, INSTALL PER ANCHOR QUANTITIES S OF TABLE 4,USING THE DIMENSIONAL qglg -9-W.bi,bif do"if'luld --ir` 04.ODD 69`6661_6Uf-4"_4-4' . CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 41�6`6 . .41 56 5 ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK go.000 do ed a'a 8 a 4 4 d6l-d�do I-I IF 4 "T_66 f6 16 6 go.000 M,6416f, 8"'-6 a T,'"AT''T dMildw"T,-61-6""'T-3,11-W,d6-69 U.6."fTlUD'd'%-V"9'1 SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, 30.000 x 80.000 C6 C6 C6 8 6 8 5 5 C6 a 5 0.6 6 5 SILL AND JAMB.TRACK SECTIONS. 1.91 do 04-.000 '66 64,N,"'b" -4 _T to de -6-c'-C., bigr do 16 WVY W-6--Ir 16"MAX 90.000 81, m000 56 69'UT'A"-ir Ide, d1,66 66 ANCHOR 42.000 x 80.000 _56 C C4 6 8 8 5,-5 C6 CO C4 8 8 8 6 6 4 C 0 MY LOCATION, r MAX, d�aj.q�,C6 64.000 i54 C4?&W"Ir 'ir"T-T 7-T 66 W64 "V,_6" 1�6 do 0 ir W TYP. 96.000 64 6MR-l'"Y"N'-T-4-W,*66 66 -9-618,66'69 T6 16 16-6,"W"_6" 06.000 64, 8 4 4 dr-a Ud 16 cravall) C6 C6 C4 8 9 6 8 4 ASTRAGAL OR MOP emsmirk4ft d�•alC4 8 dfi_�baa IN 4(;4 INTERLOCK,TYP. )ANCHOR CLUSTER- a '000 64 4 Zq' b-w x _y i§*-9-6e do'64 16 lb 16 67-ir A c [`ca f G6' C8 dil C-8 .6.6 C C6 4- d to c C F4 6, 4 do- 66 'C4. 8 C4 415.000 x 80.000 a .4 4 -B 5 .f_j_ W 8 _4__ 4 5666 _9" 6"lf 4 go 0000 b4 C4 8 6 16116.7f6 -6--6' 9 �000 bg bd 6 16116.16 716"MAX.. 1- ANCHOR LOCATIONS, MAX. Need PA*r Gwtrri TYR,(2)PER HEAD SI 4W NOM. 48"NOM,— 48"NOM. —48"NOM._ 111116"MIN.O.c.Typ_ -ANCHOR 0 EXAMPLE SOLUTION LOCATION, j2 MIN.(2) ANCHOR 20"MAX. HETD1 SILL-6"MAX. FROM 161ANCHOR CLUSTER- T PER AT LOCATION, O.C. CORNERS,22 5116"MAX.O.C�AND,06 96, 28"MAX AT EACH ASTRAGAL OR INTERLOCK 10"MAX.K 0: TYP.,(1) JAMBS SEE 0 0 PER AT _T JAMBS&P-HOOKS-WMAX.FROM Mi MAX. O.C. 2-TRACK wt 16 FOR P-HOOK CORNERS AND 28"MAX O.C. MAX. '6"MM' _'• MAX. L ATHEA ANCHORS�- -=TOTAL D_tE30 TRACKS TOTAL AT SILL=30 ANCHORS APPLICATION U<' < a. TOTAL AT JAMB=B ANCHORS 41/1 TOTAL AT P-HOOK= 5 ANCHORS 3"MIN, `e$,() 6'MAX L81 ANCHOR CLUSTER :cB HEAD/SILL CLUSTER LOCATION TYP, No,58705 MAX.0G7r—i �_Wm' Ak' 2�216/16 48"NOM MAX. SEE C4,C6 OR C8 CLUSTER DETAILS CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE F.K. IMM7 L ADOMOOKWX SPACING A JAMOMWIAUXTI-7MCKNOM ANCHORAGE SPACING R�avy 1070TOCHNOLOOVORIVE //I,, ju w6si 'm NocuwaS77118 SHEET NOKOMIA FL U276 wi;wpr ALUM.SLIDING GLASS DOOR,NON-IMPACT L.M. owls UaT_ - - N CMAIGE It TWE f TO Ut"M CON NOKOMIB,A.9127 Vb1bly Better A.LYNN MILLER.P.E. JFK 09MOM 41 0_4102WT I NTS 14 er 16 767 1'N PEN68105 1310"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONIC. 1"MIN.E.D.,TYP,(2) A (SEE NOTE 1) 13/4"MIN.E.D.(2 112"FOR 1687 2x WOOD 7 CRETEFLEX),TYP.(2) 1 (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE 1"MIN.E.D„© APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP. 2) P' NOTE 1. 13/8” 11/8 AL.MIN. (SEE NOTE 1) �169�47 IxWOODSUCK ..... MIN. (EXTERIOR) 6063-T6 O.C. (SEE NOTE 2) -T /4"MAX.SH (EXTERIOR) L 11w MAX.$1-lil— SHIM T 2x WOOD 1.687 ��imsms O,C. WOOD ANCHOR (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-J IIN'MAX.SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ELCO 1/4'ULTRACONS OR 1*/4'S84 SEE NOTE 1. CRETE-FLEX EMBEDDED 1314'MIN.THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 314"(2112"FOR CRETEFLEX OR 1.5 KSI MIN. CMU CMUj FOR WOOD INSTALLATIONS USE#12 SCREWS OR ELCO II4'SS4 CRETE-FLEX ANCHORS EMBEDDED I 318,MIN. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112".WOOD BUCKS Xi3,4 KSI ORMIN. CONC. DEPICTED AS 2x ARE 1 112"THICK OR GREATER,INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS .'& APPROVED BY AUTHORITY HAVING JURISDICTION, 3.FOR ATTACHMENT TO ALUMINUM'THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60.03-T5 AND A MINIMUM OF 1/8"THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS B,D AND F 594 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). CONCRETE 6.G IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED. ANCHOR 1314'MIN. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, (SEE NOTE 1) (2112'FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL ' CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE, 10 SUBSTRATE IS WOOD, IxWOOD BUCKt TYP_(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION. FROIDUCrREVISM DETAIL-E 114"MAX. a the nw 1.087 O'C 3. (SEE NOTE 5) TYPICAL FRAME JAMB INSTALLATIONS WOODARCHOR (SEE NOTE 1) w-. Is 3.4 KSI MIN, CONC., NOTE 2) (EXTERIOR) 1318"MIN. N NOTE I 318"MIN. 1.MIN.E.D., OTE 1. CONC.ANCHOR TY WOOD ANCHOR R(2)A 2x WOOD (SEE NOTE 1 (SEE NOTE 1) DETAIL-B (SEE NOTE 2) CONC.ANCHOR 2x WOOD 2) (SEE NOTE (SEE NOTE 1) 1114" 11141" A;[;N;� 114"MAX. MIN.E.D. E.D. 1.687 O.C. NOTE 4) II 1I r. NOTE1. (EXTERIOR) (Sill3/4'!MIN:ED (2-1/21-- CONCRETE ANCHOR FOR CRETEFLEX},TYP,(2) (SEE NOTE 1) o". 3.4 KSI MIN, CONC, LYNN (EXTERIOR) (EXTERIOR) (EXTERIOR) Do.... DETAIL-A DETAIL-G DETAIL-H DETAIL-I rot Tc TYPICAL FRAME SILL INSTALLATIONS J N0.68705 TYPICAL POCKET P—HOOK INSTALLATIONS RK. lmm2"7 L NO CnANGETHISSHEEr 7v 7E ANCHORAGE DETAILS 77 Mxti m rio CHANGE Tins SHEET rZKOMIS,FL 34M ........... ]SN"w-i - - I CHANG66DGEDISTANrEFORCRtiTEFLEXAC440,CHANOE ALUM,SLIDING GLASS DOOR,NON-IMPACT ws,m 9yLm. wo/tv WCON OULTRACOMA w-onEnGEVISTAwe P.O.Havlaw 00 - _ NOKOMMFL342M Visibly Beeper ' '; E. Rx n.. J.J. X06" .ODI. 14 15 10 767 Al 58705 JAMB INTERIOR 1.s9 f MI+�.I 7 6 5 4.. 3 2 7 1 1.59 6 MIN. O.C. ANCHOR LOCATION,TYP. 5 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 2 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS.ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER ►IiOOUCf REV13t0 DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND rel CcO re why d eI7o�ld� 1.59"FOR JAMBS. 2 ;ft': Ne/,r e�/O n mtlrrMr P�le�'1M�7p 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK �Cb... FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- JAMB EXTERIOR TRACK SECTIONS. 3 4 5 n 4 ST R 4 4 : 4 II II 6 -HEAD- NTERIOR -_ HEADISILL EXSILL I TERIOR 7 ,' , �aoN V Mid z>� L�CENS •�F.P i 169 No.58705 �Y; Ilii I N.O.Gr – FK IWIB/DT REMOVEI-TRACKFRAME 10707ECHNOLOOYORNE FRAME,POTENTIAL ANCHOR LOCATIONS %,�tS',•F<uRio"•'••�� J.J. lz ' t OCflANGETHISSHEET NOKOMIS,FLSIY76 �` '� 5�C1NAL�-" ww. "' P.O.OQKI a �— ALUM.SLIDING GLASS DOOR,NON-IMPACT '� � LM. ;Nfl; N- NO CHANGE THIS SHEET 11.LYNN ER,P.E. a w. �� n ow. NOKOMIS,FL SI2T4 VGlbly Bermr MILL am. 114 15 + 15 757 /� P.E.M 68705 F.K. 08 am J.J. OOAmm