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HomeMy WebLinkAboutProduct Approval Horizontal SliderBCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge 1 Stats & Facts ; Publications I Contact Us I BCIS Site Map I Links I Search I ' Product Approval SER: Public User r Product Approval Menu > Product or Aoollcation Search > Application List > Application Detail p>' FL # FL16842-R7 Application Type Revision Code Version 2020 FL16842.12 • Application Status Approved ®rp�npygp Ep {g�� yp ypA REVIEWS, aE ''" �® @ C.10DhAPLIANCE+ . �U�0 ��l.r� / Comments Archived Public comment: SMI glass does not comply w/ 24111.1.11. 11/18/20 ►L Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida.License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ewSouth. Window Solutions 10741 Crossroads Commerce Blvd. tampa, FL 33610 (813) 626-6000 danochstei n@ newsouthwindow.com Vivian Wright rickw@rwbidgcc)nsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer f."' Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2022 Ryan ]. King, P.E. `7 Validation Checklist - Hardcopy Received FL16842 R7 COI U Certificate of Independence odf Standard AAMA/ W DMA/CSA101/I.S.2/A440 AAMA/ W DMA/CSA101/I. S.2/A440 AAMA/ W DMA/CSA101/I.S.2/A440 ASTM E1886 https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJ8JBVjnfasX8w%3d%3d Year 2008 2005 2011 2005 Page 1 of 6 Florida Building Code Online • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page ASTM E1996 ASTM E1996 ASTM E1996 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL16842 R7 Eauiv of Standards (b) odf Method 1 Option D 10/28/2020 11/04/2020 11/05/2020 12/15/2020 12/16/21, 3:04 PM 2006 2005 2009 1994 0 0 Pagel/20 0 FL # Model, Number or Name Description 16842.1 a. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window M utilizing a Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II_(fl Inst 16842.i.edf 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 16842.1 for Design Pressure Ratings, any FL16842 R7 AE (f) Eval 16842.1.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 16842.2 b. Series 9000 Model 9500 Slider XO Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.2.Rdf 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 Other: See INST 16842.2 for Design Pressure Ratings, any Evaluation Reports FL16842 R7 AE (f) Eval 16842.2.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16s42.3 c. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a - Impact Rated I Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.3.odf 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 16842.3 for Design Pressure Ratings, any FL16842 R7 AE (cL Eval 16842.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.4 d. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with - Impact Rated Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.4.13df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJaJBVjnfasX8w°/"3d"/cad Page 2 of 6 Florida Building Code Online Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 16842.4 for Design Pressure'Ratings, any FL16842 R7 AE (q) EvaI 16842 4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 12/16121, 3:04 PM 16842.5 e. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a - Impact Rated - HVHZ Nail Fin Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.5.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 16842.5 for Design Pressure Ratings, any Fit 6842 R7 AE (a) EvaI 16842.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.6 f. Series 9000 Model 9550 Slider XO Extruded Vinyl "Impact" Horizontal Sliding Window with - Impact Rated - HVHZ Flange Installation (XO or OX configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.6.odf 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 16842.6 for Design Pressure Ratings, any FL16842 R7 AE (q) Eval 16842.6.pdf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. 16842.7 g. Series 9000 Model 9500-3 Slider Extruded Vinyl "Non -Impact" Horizontal Sliding Window XOX I utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.7. 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 16842.7 for Design Pressure Ratings, any FL36842 R7 AE (f) Eval 16842.7.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.8 h. Series 9000 Model 9500-3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16842 R7 II (f) Inst 16842.8.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports FL16842 R7 AE (f) Eval 16842.8.pdf Other: See INST 16842.8 for Design Pressure Ratings, any additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.9 i. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a XOX - Impact Rated Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16 R7 II () Inst 16842 9 odf 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 16842.9 for Design Pressure Ratings, any F1_16842 R7 AE (a) Eval 16842 9 odf additional use limitations, installation 'instructions and product Created by Independent Third Party: Yes particulars. 16842.1.0 j. Series 9000 Model 9550-3 Slider I Extruded Vinyl "Impact" Horizontal Sliding Window with XOX - Impact Rated 4 Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II (f) Inst 16842.10.odf 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 16842.10 for Design Pressure Ratings, any https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJSJBVjntasX8w°/"3d"/"3d Page 3 of 6 Florida Building Code Online do as additional use limitations, installation instructions and product FL16842 R7 AE (g) Eva] 16842.10.pdf particulars. I Created by Independent Third Party: Yes 12/16121, 3:04 PM 16842.11 k. Series 9000 Model 9550-3 Slider Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a XOX - Impact Rated - HVHZ I Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R7 II (f) Inst 16842.11.odf 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 16842.11 for Design Pressure Ratings, any FL16842 R7 AE (g) Eva[ 16842.1l.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.12 I. Series 9000 Model 9550-3 Slider XOX - Impact Rated - HVHZ Extruded Vinyl "Impact" Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16842 R7 II (g) Inst 16842.12.pd� 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 16842.12 for Design Pressure Ratings, any FL16842 R7 AE (q) Eval 16842.12.p_df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 16842.13 I m. DuraGard Slider XX I Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II Product Offering.(. 13).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: This Product is No Longer Offered by New South FL16842 R7 AE Product Offering (13) odf Window Solutions. See FL-16842.13-R5 Florida Building Code Created by Independent Third Party: Yes version 2017 for Historical Documents regarding this Approval. 16842.14 n. DuraGard Slider XX Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL16842 R7 II Product Offering (.14),pSl� 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: This Product is No Longer Offered by New South FL16842 R7 AE Product Offering_( 14)_odf Window Solutions. See FL-16842.14-R5 Florida Building Code Created by Independent Third Party: Yes version 2017 for Historical Documents regarding this Approval. 16842.15 o. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact" Horizontal Sliding Window utilizing a Nail Fin Installation (XOX, configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No L1F 6842 R7 IT Product Offering (.15).odf 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: This Product is No Longer Offered by New South FL16842 R7 AE Product Offering (15)_odf Window Solutions. See FL-16842.15-RS Florida Building Code Created by Independent Third Party: Yes version 2017 for Historical Documents regarding this Approval. 16842.16 P. DuraGard - 3 Slider XOX Extruded Vinyl "Non -Impact' Horizontal Sliding Window with Flange Installation (XOX, configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL16842 R7 II Product Offering-(. 16) Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtmmTSTNdVPsf%2fLKgxApZZQ8R4v2oHfPJ8JBVjnfasX8w"/o3d°/a3d Page 4 of 6 • • 1NINQt ` .1 OtUTIONs Series 9000 Model 9550-3 SLIDER XOX IMPACT RATED - HVHZ wj Flange GENERAL NOTES 1. This product has been evaluated and is In compliance the 7th Edi on 2p Florida Building Code (M), including the "High Velocity Hurricane Zone" (HVHZJ, 2. Product anchors shall be as listed and spaced as shown on details: Anchor embedment to base material shau be beyond wall dressing or stucco. hensed in the "HVHZ, this product compies wth Secton 1626 ofthe FBc and enotre ulre an Impact resistant coverimm 4. for N stud framing construction, anchoring of fhese<units shall. be the same as that showrrfor 2x buck masonry consiiuctfori. S. Site conditions that deviate from the detalls of this drawing require further engineering analysis byalicensed engineer or registered architect. TABLE OF CONTEMS SHEEi@ 6ES11!!:1UP11DN 1 Typicaleleymns, desi n pressures & genera notes 2 Vertical & trodzontal cross sections 3 Vertical & hodzontafcross.sections _ 4 BuCK & trarne anchoring 5 Corn non 6. 1 m at maTom andgicring astaus -- 112.1" MAX. OVERALL FIN WIDTH 111" MAC OVERALL FRAME WIDTH x � � X .MAIG`�Qv�RR�T�W. ��wl�4u �A '` � ,aES(o�EpltdR�' k FiANd6s FEE h pEAtS[Q14 udY'LifE tldNlEMSt$tN GtAss .`tfi1PE �tASlrfti .... fl►+1�Nsttt 112.1!x64.11 3so"X6lr 51-WX580 GW2) +50.0 "550 Note: This prof uct 1% not approved for use obove. 30 feet in the "HVHr. 4( "1NN^t�4 nmP�w� m z a nw o. n 0. sr' JK m K sr; LFS II m NGx y FL— 10842.12 m each end of lock/meeting stile. 2. Metal roller assembly located T from each end of the bottom rag. 3. MtHft secured to head with (6) #6 x 1 /2' PPH SMS. t — 1-1/4, MIN. EMB.(TYP.) INTERIOR SEENOTE EXTERIOR Q 2X Buck Masonry Construction NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (maintain a min. 3/8' edge distance). INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTION Q Metal Stud Construction CMD. 111 r.t 2 HORIZONTAL CROSS SECTION 1X Buck Masonry Construction UERIOR `,��►IIr1I1/ , In MU. or)` . • 1.1111 « Em zmorc • 4 °g tg S cw Bata m 0:iL Eg ° O F B Sa SEE NOTE 3 No OU D j} 2W 3 m "yam D zo o INTERIOR a a N.T.S. Dwc. BY: JK 3 VERTICAL CSEC ROSS IION cwc. er: LFS um� $ 2X Buck Masonry construction Dm"G No.: FL-16842.12 SHEET �, OF_ • each end of lock/meeting stile. 2. Metal roller assembly located 2' from each end of the bottom rel. 3. Mrrlift secured to head with (6) #6x 1/2"PPH SMS, 1-1/4°MIN. EMB. (TYP.) v 7 ALTERNATE ANCHORING LOCATION SHOWN ON THIS SHEET INTERIOR G2 10 8 /� Q SEE NOTE 11 T 7 I \ 1 EXTERIOR 1 HORIZONTAL CROSS SECTION 3 2X Buck Masonry Construction NOTE: Sheet Metal Screws must penetrate a min. of 3 threads through at least 2 sheets of metal (matntaln a m1n.3/8' edge distance). INTERIOR EXTERIOR 4 HORIZONTAL CROSS SECTION 3 Metal Stud Construction 0 E EXTERIOR A INTERIOR v• C 8 13 v° G2 • D 3 6 1 l� EXTERIOR 1-114'MIN. EMB. (TYP.) M32 HORIZONTAL CROSS SECTION 1X Buck Masonry Construction \\\ K t z oZrc m °c 41 z IM d=a W. ¢�° o= L B a C ] nq08 17 SEENOTE3O o y H m �y g z w JO Fv 3 �I INTERIOR o awa. BY.. JK 3 VERTICAL CROSS SECTION cwc. e: LFS 3 2XBuck Masonry carrshuction DRAwun No.: FL-16842.12 S'seer _L OF_A_ • MASONRY ii J y 2X S @ BU Y MASONR OPENIN c `o r •.'.. Y G UB CK D IYP. `o 4 BUCKANCHORING e a G e CONCREFEANCHOR NOTES: F. Concrete anct0locatbru at the comers nay be adjusted to mainicln the min. edge d1dance to mortar jolnls. 2 Concrete anchorlocafions noted as MAY. ON Ce4TWrsnutbe adjusted to malntatn the nth edge dhtance to modarlolhM additional concrete anchors i maybe requred to ensure she "MAX. ON CFNfER'dlmension are not wr eeded s 3. Concrete anchor table b 3 ja An ----R ANGNOR MIN MIN [SARAN. TOMATONRK :. fNiM CiEA... Rz)Af E TAI{DJi1CFN[ TYP2 SIiE EMBEOMEM Pbc6 --ANI)OR,>.-? ITW TAPCON Me ULTRACON z WOODSCRE ftMrAL1ATl )NNOTES: I. MaintaM a mWmum S/8' edge awanee. l"end cWance. 6 1"O c. spacing of wood screws to prevent the Vgtffng of Wood. d 71 `v FRAME 2X SUB BUCK MASONRY OPENING U O n plluun►►,� - z . °Wm -A J u to d "I'llll"lilt 12' MAX O.C. (TYP.) (nP•I J�O 2XBUCK UCK L STUD TYP. V O FRAME ANCHORING E 9poa as M. G 3 w m J as 'N2 m R 0.94' 0.07" � A y O � aoI h- -1.63" --{ � � P I� co Li ? � -N r L N � 5 7 30 20 UPDATE TO 7TN E0. 2D2D FBC DAC 4 9 22 17 UPDATE TD 6TH ED. 2017 FBC JK 3 9 2 116 ADDED ALT. ANCHOR LOCATION LFS 2 12 17 15 REVISE MODEL NAME JK 1 6 25 15 UPDATE TO 5TH ED. 2014 FBC LFS NO DATE B1' 2?r 0 0 T 0 d x o T 1 1.42" 2.17" ``,tµ111 rr rprgi i No.43409 October 15, 2020 — * : *z Z 17 NewSouth nd No. F. S hh9midt ii�'', ''.!!L0180�` ```• iSEMBLY: BUILDING CONSULTANTS, INC. XWP.O. Box 230, Valrlao, FL 33595 COMPONENTS Phone No.: 813.859.9197 FBPE Reglatry No. 9813 BILL OF MATERIALS ffm # DFSCR fpwm MATENM B 2X BUCK (SG >= 0.55) WOOD C 1/4°MAX. SHIM SPACE D IX X 2-3/4' PFH DeWALT OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F #10 X T PPH SMS 11-1/4" MIN. EMBEDMENT) STEEL J STEEL STUD Min. Thk .033° (ASTM A653 GRADE 33 Fy733 ksl min., Fu=45 ksi m1n.) STEEL K #10 PPH SELF-DRILUNG SMS STEEL L #10 X 2' PPH SMS (1-1/2-MIN. EMBEDMENT) STEEL 1 EXTRUDED VINYL FRAME (439)' RIGID PVC 2 EXTRUDED VINYL GLAZING BEAD (736A)' RIGID PVC 3 EXTRUDED VINYL GLAZING BEAD (425A) • RIGID PVC 4 BOTTOM RAIL (424B)• RIGID PVC 5 TOP RAIL (478)1 RIGID PVC 6 MEETING STILE (477)' RIGID PVC 7 LOCK STILE (476)• RIGID PVC 8 HANDLE STILE (475B)• RIGID PVC 9 MEETING STILE REINFORCEMENT 6063-T5 ALUM 10 LOCK STILE REINFORCEMENT 6063-T5ALUM 1 I SASH LOCK 12 KEEPER 13 HANDLE STILE REINFORCEMENT 6063-TS ALUM 14 ROLLER RUTH #2433-1000J 15 SILL RISER 6063-T5 ALUM 16 ROLLER TRACK 6063-T5 ALUM 17 ANTI -LIFT ALUMINUM 6063-T5ALUM 18 BOTTOM RAIL REINFORCEMENT 6063-15 ALUM 20 WEATHERSTRIP (.187' X .290 J • THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'. • � n LASS BITE 71W O.A. �•....... u GLAZING SEALANT GLASS THK. z (SIKAFLEXS52J ���/rr * LE ���` z o m p o ro I/8°ANNEALED GLASS 0 L9 X = o zmarc O 01 \ E. 0.105" SAFLEX® PVB INTERLAYER \ t m a N�OIL 4• m a o` a1/8 ANNEALED GLASS o $ W 1/8"ANNEALEDGLASS METAL REINFORCED BUTYL o GLAZING DETAIL G � N z Po ed llte NOTE: GLAZING> 36" WIDE REQUIRES TWO (2) SETTING BLOCKS CONFORMING TOFBCSECTION 2411.3.3.1 0 71W GLASS BITE 7/8' O.A. GLASS THK. GLAZING SEALANT ISIKAFLO(S52) I/B" ANNEALED GLASS O 0.09U' SAFLFX® PVB INTERLAYER CD a 1/8" ANNEALED GLASS O I/8" ANNEALED GLASS METAL REINFORCED BUTYL G2 GLAZNG DETAIL Operable LNe - 9124114 ., E, N.T.S. vc. BY.. JK IN. ar; LFS tAWW NO.! FL-16842.72 M 6 OF 6 R FL # FL31714-R1 Application Type Revision Code Version 2020 FL31714.2 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed ° the Evaluation Report ° Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By • Certificate of Independence Referenced Standard and Year (of Standard) CODE COMPLIANCE ST. LUCIE C UN`f Y BOCC c /Z Z Z-z C-) z -- v �' Z NewSouth Window Solutions 10741 Crossroads Commerce Blvd. tamps, FL 33610 (813) 626-6000 danochstein @newsouthwindow.com daniel ochstein danochstein@newsouthwindow.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received A. Lynn Miller, P.E. PE-58705 National Accreditation and Management Institute 12/31/2022 Steven M. Urich, PE CS Validation Checklist - Hardcopy Received FL31714_R1 COI Cert of Indeoendence.pdf Standard AAMA/ W DMA/CSA 101/I. S.2/A440 AAMA/ W DMA/CSA101/I.S.2/A440 AA MA/ W DMA/CSA 101/I. S.2/A440 ASTM E1886 Year 2011 2008 2017 2019 00 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquF5tWEahfD9vzjyv3xhAH1EYTI0DBOlt75gIT70%2flygg%3d%3d Page 1 of 3 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ASTM E1886 ASTM E1996 ASTM E1996 TAS 201, 202,203 Method 1 Option D 10/20/2020 11/03/2020 11/04/2020 12/16/2020 12/15/21, 3:13 PM 2013 2014 2017 1994 FL # Model, Number or Name Description i 31714.1 SGD 6000 / Models 6200, 6300, Extruded Vinyl "Non -Impact" Sliding Patio Door 6400 & 6500 Limits of Use Approved for use in HVHZ: Yes Installation Instructions FL31714_R1_jI_SGD6000NS Wide Panel NI HVHZ - SIGNED Approved for use outside HVHZ: Yes DRW.pdf . Impact Resistant: No Verified By: A. Lynn Miller, P.E. PE-58705 i Design Pressure: N/A Created by Independent Third Party: No Other: Please see the enclosed documents for product Evaluation Reports performance information, anchorage details, and anchor type, FL31714 I AE SGD6000NS Wide Panel NI HVHZ - ENG EVAL.pdf size, and spacing information. Created by Independent Third Party: No 31714.2 SGD 6000 / Models 6250, 6350, Extruded Vinyl "Impact" Sliding Patio Door 6450 & 6550 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL,31714_R3_13_SGD6000NS Wide Panel LMI HVHZ - SIGNED Approved for use outside HVHZ: Yes DRW.pdf Impact Resistant: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Design Pressure: N/A Created by Independent Third Party: No Other: Please see the enclosed documents for product Evaluation Reports performance information, anchorage details, and anchor type, FL31714 R AE SGD6000NS Wide Panel LMI HVHZ - ENG size, and spacing information. EVAL.odf Created by Independent Third Party: No 31714.3 SGD-6000 / Model 6500 Extruded Vinyl "Non -Impact' Sliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL31714_R3_II_SGD600ONS NI - SIGNED DRW.odf Verified By: A. Lynn Miller, P.E. PE-58705 I Approved for use outside HVHZ: Yes Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product performance information, anchorage details, and anchor type, { size, and spacing information. FL31714_R1 AE SGD6000NS NI - ENG EVAL.pdf Created by Independent Third Party: No 31714.4 SGD-6000 / Model 6550 Extruded Vinyl "Impact" Sliding Patio Door Limits of Use Installation Instructions Approved for use in HVHZ: No ( FL31714 RI II_SGD6000NS LMI - SIGNED DRW.pdf i Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 j Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports 1 Other: Please see the enclosed documents for product FL31714_R3_AE SGD6000NS LMI - ENG EVAL.odf https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDquF5tWEahfD9vzjyvSxhAHlEYTIODBOlt75glT70%2flygg%3d%3d Page 2 of 3 • • GENERAL NOTES: • • • 6000 SERIES, SLIDING DOO LARGE MISSILE IMP CT REISIS ANT, oil* I ' BYPASS, SINGLE OR DOUBLE EXTERIOR POCKET 2,3 & 4 TRACK CONFIGURATIONS MODELS 6250, 6350, 6450 & 6550 C1) THICLUS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) INDING THE "HIGH VELOCITY HURRICANE ZONE" (HVHZ). SEE FL31714. J 2) PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3) WHEN USED IN AREAS REQUIRING WIND BORNE DEBRIS PROTECTION, THIS PRODUCT COMPLIES WITH FBC SECTIONS 1609.1.2, R301.2.1.2. AND 1626 AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING. THIS PRODUCTS MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E1996 AND FBC SECTIONS 4) FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 1X BUCKS ARE OPTIONAL, IF USED, INSTALLATION ANCHORS WILL GO THRU THE 1X INTO THE MASONRY CONSTRUCTION. CAN INSTALL DIRECTLY INTO MASONRY WITH A 1/4" MAX SHIM. 5) SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER ENGINEERING ANALYSIS BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. TARI F 1P• hFCIr:N PRFCCI IRFS FOR P1/R INTFRI AVFR Design Pressure (+/- psf) -PV13 INTERLAYER Frame Height DLO Height DLO Width 33.438 39.438 43.438 46.200 47.438 49.438 51.438 80.000 67.825 60.0 -65.0 55.5 -65.0 53.1 65.0 51,8 -65.0 51.2 -65.0 50.4 -65.0 49.7 65.0 84.000 71.825 56.4 -65.0 51.8 -65.0 49.5 -65.0 48.1 -65.0 47.6 -66.0 46.8 -64.3 46.1 -63.3 88.000 75.825 53.0 -65.0 48.6 -65.0 46.3 -63.6 44.9 -61.8 44.4 -61.1 43.6 -60.0 92.000 79.825 50.0 -65.0 45.7 -62.9 43.5 -59.8 42.2 -58.0 41.6 -67.2 95.600 83.325 47.7 -65.0 43.5 -59.8 41.3 -56.8 40.0 55.0 TARI F 1C• nrQlf'-N PRFCCI IRFR Ff1R Cr- INTFRI AVFR Design Pressure (+/- psf) -SG INTERLAYER Frame Height DLO Height DLO Width 33.438 39.438 43.438 46.200 1 47.438 49.438 51.438 80. 000 67.825 60.0 -65.0 60.0 -65.0 59.8 -65.0 58.3 1-64.71 57.6 1 -64.1 1 56.7 -63.1 1 56.0 1162.2 84.000 71.825 fi0.0W-65.O58.364.8 55.7 61.E 54.1 -60.2 53.5 -59.5 52.6 -58.5 51.8 -57.6 88.000 75.825 59.760.7 52.1 �7.9 50.6 56.2 50.0 -55.5 41.1 -54.592.000 79.826 56.357.1 48.9 -54.3 47.4 -52.7 46.8 2.95.500 83.325 53.654.3 46.4 1-51.61 45.0 -50.0 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. C TABLE 3: INSTALLATION ANCHORS • Anchor Type FSbLte Min. Min. Edge Min. On Embedment Distance Center 1/4" Elco Ultracon Concrete/CMU 1-318" 1-1/8" 4" and Ultracon+ #10 SMS Wood 1-3/8" 1-1/8" 1" #10 SMS Steel Stud .056" 5/8" 1" ANCHOR NOTES: 1) CONCRETE ANCHOR LOCATIONS AT THE CORNERS MAY BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS. 2) CONCRETE ANCHOR LOCATIONS NOTED AS "MAX. ON CENTER" MUST BE ADJUSTED TO MAINTAIN THE MINIMUM EDGE DISTANCE TO MORTOR JOINTS, ADDITIONAL CONCRETE ANCHORS MAY BE REQUIRED TO ENSURE THE "MAX. ON CENTER" DIMENSION IS NOT EXCEEDED. 3) SHEET METAL SCREWS MUST PENETRATE A MIN. OF 3 THREADS THRU THE STEEL STUD. TART F 2• RILL,RISF_R POS. r+1 DP Water -Limited (+) Design Pressure Sill Riser Sill Height Max. (+) DP Allowed None L688" See Note B NOTES: A) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLES 1P OR TABLE 1S AND TABLE 2 DETERMINES THE WATER LIMITED (+) DP, Standard 281" +50.0 psf B) IF WATER INFILTRATION RESISTANCE IS High Dam 4" +60.0 sf NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL RISER IS NOT REQUIRED. IF SO, +DP'S SHOWN IN TABLE 1 MAY BE USED. FIG 1 OH LENGTH 12 O DOOR ASSEMBLIES INSTALLED WHERE w THE OVERHANG (OH) LENGTH IS EQUAL = TO OR GREATER THAN THE OVERHANG = HEIGHT IS EXEMPTED FROM WATER O INFILTRATION RESISTANCE. GENERAL NOTES......................1 DP & ANCHOR TABLES ............ 1 CONFIGURATIONS ................... 2 SIZING TABLE ........................... 2 SECTION VIEWS ....................... 3-4 GLAZING DETAILS....................4 2x BUCK ANCHORAGE.............5 FRAME ANCHORAGE...............6-8 EXTRUSIONS .............................9 BILL OF MATERIALS.................9 O O w > 7 m g In N w C9 w 0 W ZCCD 00Fn CO W 0 J ❑ O 0 (n6 ❑ Q Fw-O ZKm W OK 5NM m Z= F-OJ rn �Z 0LL 0 0 wa Oda r- too CD �¢ za- DATE: 04108/2020 SCALE: NTS BY: E KOSS DRAWING # : SGD6000LMI - 56" SHEET: 1 OF 9 • 2P2T OX, XO,_XX, XXP. PXXP 3P2T OXO and 3P3T XXX. XXXP i�11 t it .�`� Or1f LY IM 41 POCKET- FINISHED OPENING WIDTH `� u� } N o IS BYPASS - FRAME WIDTH v a 0 � (, No 66705 t J ° ®N C 3 /� ` � ZLa lion DLO WIDTH 4 11 0 m O ° a N .---- ,% .• .S7ATE;QF ^ w w g o x� R `'tr'QNAL�`� o z z 0 I F FRAME O HE HEIGHT J D Z W HEIGHT POCKET O 0 Q_ BY C7 z ?� OTHERS Z U) 00 ❑ Z U 4 in 07 z z O of WEEPHOLES LOCATEDWEEPHOLESI 4 4" ON EITHER SIDE OF 2 LOCATED 4° ON EITHER OF = n SIDE OF INTERLOCKS WHERE SHOWN. �I LU j LL INTERLOCKS WHERE SHOWN. U) cQ O U a C7 LL V 0 4P2T OXXO, PXXXXP and 4P4T XX�X XXXXP L) z POCKET - FINISHED OPENING WIDTH m w ui z 0 U 06 w F w TABLE 3: PANEL DLO, FRAME/FINISHED OPENING WIDTHS a Y U O D_ HE o U N cc Ix o Q p 'o iE DATE: 04108/2020 WEEPHOLES LOCATED 4 ON EITHER —� 4 SCALE: NTS SIDE OF INTERLOCKS WHERE SHOWN. BY: E KOSS CONFIGURATION NOTES: DRAWING # : 1) SINGLE EXTERIOR POCKET CAN BE EITHER LEFT OR RIGHT. 2) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. S SHEET: LM1- 56" SHEET: 2 OF 9 FRAME HEIGHT FRAME HEIGHT BYPASS -FRAME WIDTH 1 -DLO WIDTH � 4 -- - 1 2 � 1 3 3 3 3 3 1� 3 2 2 1 � 3 3 3 3 + 6 6 3 3 3 3 3 4 4 3 � � / 8 3 GHT BYPASS -FRAME WIDTH 5 j-�- DLO WIDTH ) 9 i 3 Finished Frama wldnt tln} olawdem _ .. 89:A1fi 98,43& 43988 48.•2Qt 47.,4ae Q.438 51eC;3. SP2T>ff' A5.58 AB $6 8Z,34 53,55 55;55 87.E 2pxr�al,uxsa a4.uo ea;Qo roaau' 1aa53 tiT,00 itBQQ izQ:oQ 2Parww .sla 5a.ea szsa fos.SQ: as.Qs aos.se ti�:ea 2P27P.15+ 77.5Q ii9 97.50 iQ3.QZ 10550 400;.5R tta:5 7P,7'1`O O 128.32 ' i48.32 75 .92� 188.60 174. 4 A7ft32 787.32 3P 900t tYd.40 t AO 15240 t80.60 184,40 7.40 iZ8.40 3F78T7WP 118. /3M1.38. 148.58 1&(: � 158:38 i&1:38 1N:38 gP2TR791� i5@.54 1sQ,34 �� 238:34 4P2TP 154.28. 178.2a .19' .94 t ,2B 18:20 '22B: 0 4P47X?90S 9 50 184,50 20Q.50 21i,85. Ri$.8Q 114.84 282. 4P4T)0004T t54:?8 178.7a 194,7& 205.83 1f0;78 218?8 228;78 OVA . �yY 6?ln►lir rij. � � H 1-3/16" MIN. EMB. TYP. SEE NOTE 1 SEE NOTE 2 E i B C 1 30 10 7 14 ' G) K 5 K G CP1j �C X T 7 10� 30 iK� 23 41 K 7 14 a a`Ti l No 68706 � - 9 Z W G Yc4Oq�' 2- f� I 'p .sTate:oF ate 4r1 h W up p o o - o 0 (7)(I �40 7� 10 W rr K� 4D S U W 41 41 �3 41 41 j H 6 41 3 I (D � w 1-1/4" MIN. EMB. TYP. SEE NOTE 3 ` 0 0 0 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION __ _ Z Z co V 3 2X BUCK CONSTRUCTION 3 INTERLOCK 3 STEEL STUD CONSTRUCTION 3 MULLION (OFFSET BUTTSTILE) Ll O v7 SEE NOTE 5 W Z Q o 1�/16" MIN. EMB. TYP. 1.3116" MIN, EMB. TYP. 1-114" MIN. EMB. TYP. /; Lll 3 N E I �B (1C� 1 B �E� �B 1 B� LE� (� C 4� P l4� l U O O U u'. f Il SEE NOTE 3 00 N ¢ � a (@ HORIZONTAL CROSS SECTION p O w o a I (ryl� W S oF- "� 2" MIN. EDGE 3 ASTRAGAL I OPTIONAL(D DISTANCE STEEL STUD m w GI CONCRETE 6 1-1/4" MIN. EMB. TYP. F/WOOD u0— E� ---Y'HOOKSTRIP SUBSTRATE U CD) ������ J �29 ¢ w , F ' � x 0 g HORIZONTAL CROSS SECTIDN O U a O 3 1X BUCK CONSTRUCTION (� ;^S / IL SEE NOTE 4 \3 V 14 7 O N W (A N m g HORIZONTAL CROSS SECTION j U :D 3 HOOKSTRIP _ w LL Op (1 2 Ill N / ~ a�- -r 1►— 1-1/4"MIN. EMB. TYP. —► — 1-1/4° MIN. EMB. TYP. o 0 4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 1 p HORIZONTAL CROSS SECTION Q 3 2X BUCK CONSTRUCTION 3 2X BUCK CONSTRUCTION 3 MASONRY CONSTRUCTION SEE NOTE 5 ( DATE: 04/08/2020 NOTES: 1 SCALE: 1:4 1) INTERLOCK REINFORCEMENT SCREWS, G $ K, ARE LOCATED 3" FROM EACH END THEN 14.5" ON CENTER. x 2) FIXED PANEL IN JAMB SCREWS, G, ARE LOCATED B" FROM EACH END AND THEN 4 MORE EQUALLY SPACED (6 TOTAL) C�) I BY: E KOSS 3) FIXED PANEL IN MULLION SCREWS, H, AND FIXED PANEL IN ASTRAGAL SCREWS, P, ARE LOCATED 6° FROM EACH END AND THEN 12" ON CENTER. 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4° FROM PRODUCT INSTALLATION ANCHORS DRAWING # : THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. (4) SCREWS PER SGD6000LMI - 56" 5) STEEL STUD AND DIRECT TO MASONRY APPLIES TO ALL FRAMES - SEE SECTIONS ABOVE AND SHEETS 6-8 FOR ANCHORAGE FOR EACH FRAME TYPE. (2T, 3T, 4T) CORNER DETAIL CORNER KEY SHEET: 3 OF 9 311V ANNEALED GLASS- -,1" NOM. ' Qom'-„ ° : a DO 6 S 3 8 i 0.090" SAFLEX PVB OR SG INTER LAYER DOW 983 , No 68T09 - * 1 7k' ui .- 0 L+--i o' 311G' ANNEALEO GLASSBACKBEDDING `,{ � : d Z W °0 a $ a V v 318" AIR SPACE _ 10f16/2020 - o 3116° TEMPERED GLASS __, - I" _....718" y' '$TA7E OF �- ill 1 W W o o FD- w or > ` a NOM. GLASS BITE "�'.S' r1?� > ��iYAL\i\\� y o z q 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION d ALUMINUM"� 4 2X BUCK CONSTRUCTION 4 2X BUCK CONSTRUCTION SPACER D � F F D 0 SETTING BLOCK CONFORMING TO GLAZING DETAIL - - \ F � p U) H > m FBC SECTION I � -�J CO Lu y W _ 15 --- - W j VERTICAL CROSS SECTION 0 0 0, 4 2X BUCK CONSTRUCTION 1 IUD I Z g cn -O � 0 o o D SEE SHEETS 6-8 W U 3 FOR ANCHOR TYPE ItO w BASED ON SUBSTRATE --� rqE� �""`//✓'\l DETAIL 1: ANCHOR o F 0 0 a SEE NOTE 1 = --1`J THRU ANTI -LIFT BLOCK CD of 3 2 l (CDD > Z H --5 SEE NOTE 2 AND DETAIL 1 m w 41 TYP. -- ;7� 3 _ r - �: z �10� 18 L 0 a w x 0 TYP. -( (p a SEE NOTE 1 r,�� V- 0 N m LL 0 O SEE NOTE 3 0 E 111 ' N �]�SEE NOTE 3 _ —` J SEE NOTE 3 p a 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Q 4 MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION 4 MASONRY CONSTRUCTION DATE: 04/08/2020 NOTES: SCALE: NTS 1) FIXED PANEL SCREW INTO HEAD AND SILL, G, LOCATED 3" AND 6" FROM JAMB AND THEN 6", 9" AND 12" FROM THE INTERLOCK. 2) ANCHOR THRU ANTI -LIFT BLOCK (ITEM #15) NOT SHOWN FOR CLARITY. REFER TO SHEETS 6-8 FOR ANCHOR TYPE. BY: E KOSS 3) FLAT HEAD ANCHORS MUST BE USED IN SILL, ALL OTHERS INTERFERE WITH ROLLER TRACK. 4) FOR INSTALLATION INTO 1X BUCK CONSTRUCTION, BUCK TO CONCRETE ANCHORS (IF USED) MUST BE AT LEAST 4" FROM PRODUCT INSTALLATION DRAWING # ANCHORS THRU 1X BUCK INTO MASONRY AND FOLLOW MASONRY ANCHOR REQUIREMENTS FROM TABLE 3. APPLIES TO ALL FRAMES. SGD6000LMI - 56" 5) DIRECT TO MASONRY APPLIES TO ALL FRAMES. SHEET: 4 OF 9 Z �O D Dxm a o { 0 D eD N a p a ° A ° L 0 DO zz . , .per c c 4 p ° <i �= C] a eA D m Z OC C G) 0 0 a a Z a c 00 A x Q Z0 00 mz 00 OA A m I Cz x �0 mx g0 W c 0 m A �y T -na T C Om �o D� ca m ru m A T � A C n O � z A 0 c 0 D Z G1 m n 0 5 a 0 z z 0 0 m A A C O n X C 0 x O D >��j�yA14 i•^ �1t, Tn m 0 o m n o D # DATE: REVISION: BY: 6000 SERIES SLIDING GLASS D00 A LYNN MILLER. P.E., REA W05 0) D -i m o m m o A 10/15120 FBC 2020 UPDATES EK BUCK ANCHORING 1070 TECHNOLOGY DR N. VENICE, FL 34275 DOUBLE POCKETS & CONFIGS. �, or 3 Z c (941)-480-1600 NEWSOUTH WINDOW SOLUTIONS' O T , (� 0 c CERT.OFAUTH. I#9298 COPYaIGHT02020 to C2 c 10741 CROSSROADS COMMERCE BLVD. NEWSOUTH WINDOW SOLUTIONS TAMPA, FL 33610 LIMITED LICENSE TO MULE COPIES Foa PEammIHO e C ° ° D I Ax a a A � D D D a •v -O A { •' O T D z I I O n 0 O O A T O n m 6" MP ADD-A-TRAC EXTERIOR a E OX .f ADD -A -TRACK 14 v L L L STILE STILE STILE FRAME ANCHORAGE DETAIL NOTES: 4T SLIDING GLASS POCKET DOOR 1) ANTI -LIFT BLOCKS (ITEM #15) REO'D ABOVE ALL ACTIVE PANELS (X). 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES - MIN. 4" O.C., ANCHOR THRU ANTI -LOCK BLOCKS AT HEAD. 3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT) 4) CLUSTER ANCHORS MUST GO THRU THE ADD -A -TRACK WHEN THERE IS AN OPERABLE PANEL PRESENT IN THE ADD -A -TRACK. L L L STILE STILE STILE 4" MIN. TYP. — 15 TYP. 4" MIN. TYP. ---- K. TYP. �? EXTERIOR V _ SEE NOTE 4 — 6" MAX. TYP. 'MAX. TYP. r/ gF2)X F WOOD I F 2X BUCK `L 2X BUCK BUCK J CONCRETE MAX. J, DIRECT TO MASONRY M DIRECT TO MASONRY J� DIRECT TO MASONRY STEEL STUD TYP. 1 j M 1X BUCK IN1X BUCK M 1X BUCK ° T STEEL STUD �T STEEL STUD T STEEL STUD i 11.5" MAX. O.C. TYP. HEAD 8, JAMB TYP. THRU LIFT BLOCKS TYP. HEAD 8 JAMB TYP. , _.._...._..-.._....J._ 14.5" MAX. O.C. TYP, 21 SEE 8 01 TYP. UTYP. DOOR POCKET BY OTHERS / o .9 . 66705 :t. d OJ E g a Sim:;w 16/2020 . H x0 W o v F h TwU � o�LL O 0 O ci J � fn m m w O� uj (7 Z J 00 0 Z v: V N 0 0 W O ¢ =yam W W S0 CD 4 K 00Q m •- a v CAD V Z o m w (6 0 LL z O 0 m w .5 F IL w 0 IL 0 EL 0 0 W U) W N M m 0 LL 0 O Q � � O ik Q DATE: 04/08/2020 SCALE: NTS BY: E KOSS DRAWING # : SGD6000LMI - 56" SHEET: 6 OF 9 6" MAX. TYP. EXTERIOR a I 6 � . " 0C STILE STILE j v " MAX. TYP. � � �- F WOOD 2X BUCK �L 2X BUCK F zX BUCK J CONCRETE DIRECT TO MASONRY )(�'MM1X M DIRECTTO MASONRY J DIRECT TO MASONRY T STEEL STUD ,MAX• jj TYP. J� BUCK STEEL STUD N 1X BUCK T STEEL STUD M 1X BUCK T STEEL STUD 11.5" MAX. O.C. TYP. HEAD & JAMB TYP. THRU LIFT BLOCKS TYP. HEAD & JAMB TYP. _ — 14.5" MAX. O.C. TYP. 2� SEE -3 J�TYP. '1TYP. DOOR POCKET BY OTHERS I L 'L T STILE STILE FRAME ANCHORAGE DETAIL NOTES: 3T SLIDING GLASS POCKET DOOR 1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X). 2) STAGGER ANCHORS ABOUT INTERLOCK CENTERLINES - MIN. 4" O.C., ANCHOR THRU ANTI -LOCK BLOCKS AT HEAD. 3) FOR BYPASS ANCHORAGE, DISMISS THE CLUSTERS NEAR THE POCKET (SHOWN ON RIGHT) AND REPLACE WITH END CLUSTERS (SHOWN ON LEFT) o o �d ,O 0LL6S Sao 2V lln� 1UH6/2020 rc Arai UZ �zrc .STATE:bFr`,` 2 FW- W rn ffi$ z rir tu} i1ti.! a O to W Z U � O � Z Op Z U O ocl p W Z �Nm � m Lu W F O� LL CD CD9 OU¢ O LL ~7 n Z F (C)D cl) w u5 C7 LL Z O U co w ~¢ oe ❑ IL w Y U O a O W U1 > N U m d LL ❑ Q p � ❑ O ik Q DATE: 04/0812020 SCALE: NTS BY: E KOSS DRAWING #: SGD6000LMI - 56" SHEET: 7 OF 9 It rt vle Q1 O STILE STILE STILE Eo O A 6 4° MIN. TVP. Z V LL w 1�TYP. 1020 W STa1 U U ^o�ia L'; 6" MAX. TYP, ... LATE:QF z 1 - -- L EXTERIOR EXTERIOR �! a —r- 111 �-- 6„ MAX. TYP. o ci 6" MAX. TYP. cog z U o �W � co O 14` MAX• F 2X BUCK L �2X BUCK F 2X BUCK o Q O.C. TYP. l J DIRECT TO MASONRY DIRECT TO MASONRY 0 DIRECT TO MASONRY M 1X BUCK N�1X BUCK M 1X BUCK W ZOO ((no T STEEL STUD �T� STEEL STUD T STEEL STUD 4 = J THRU LIFT BLOCKS TYP. HEAD & JAMB TYP. 2 Q U C �a HEAD 8 JAMB TYP. o LL g 2 (D N Z F4- m W us LL Z O U J1YP. - °O -6 it j w a U a 4" MIN. TYP. O N w >U1 W N [a � LL O EXT T� ��EjjR�IOR V I \ W o N rC CC UTYP. 0 STILE STILE STILE of g DATE 04108/2020 FRAME ANCHORAGE DETAIL SCALE: NTS NOTES: 2T SLIDING GLASS POCKET DOOR BY: E KOSS 1) ANTI -LIFT BLOCKS (ITEM #15) REQ'D ABOVE ALL ACTIVE PANELS (X). DRAWING # 2) OXXO SHOWN, ANCHORAGE SIMILAR FOR OXO, OX AND XO. SGD6000LMI - 56" SHEET: 6 OF 9 • • • • • • • n 1x BucK (sG>=6.4z) wood so see 1•` ON '` n,M/ �: o B 2XBUCK 42) WOOD Mai . N z w 'tom`'` {GEN ✓� � C 114' MAX SHIM SPACE - - a LO o "3ry r, D 1/4" X2-W4" ELCO ULTRACON OR ULTRACON+ CONCRETE SCREW STEEL No 687W E MASONRY - 3000 PSI MIN CONCRETE CONFORMING TO ACI 301 OR CONCRETE O .080 .05 IABB .080 .05 1. 88 o: Z d $ w HOLLOW BLOCK CONFORMING TO ASTM C90 0: F #IOXZ'PPHSMS STEEL 20 Imo 0000000 0 „s�o2o TE OF1',= Z o G l/8x I"PPHSMS STEEL _ Fes ' W� Z H 810 X2-1/2' PPH SMS STEEL .81 �I'~�`^�-•+� 1-'x u9 J TI4" X2-1/4' ELCO ULTRACON OR ULTRACON. CONCRETE SCREW STEEL FRAME - 2T 18 FRAME-3 3T �S(j��N. Z z K #0 X10 PPH SMS STEEL -' L #10 X3'PPH SMS STEEL M 1l4' X 3-1/4' ELCO ULTRACON OR ULTRACOW CONCRETE SCREW STEEL 2.205-- O N 1/4' X3-3W ELCO ULTRACON OR ULTRACON. CONCRETE SCREW STEEL 286 .59 '552 Q P 48X1-112"PPH SMS STEEL Dl-6916 45� J T N70-18 PH SELF -DRILLING SMS (37HREAOS MR 7HRV STUD) STEEL .080 1. 88 1 • g8 (n J COW X STEEL STUD MIN THICKNESS 0.055' (ASTM A553 GRADE 50, FY=50 K KSI MIN.. FU=05 KSI MIN.) STEEL 1. 51 2 68 g O 1A FRAME-2T PVC = Q .080� .075- - � F-- W 1B FRAME -3T PVC .05 - 0 .O6 (, ¢ J g 2 ADD -A -TRACK - PVC Z O O 3 GLAZING BEAD PVC O2 ADD -A -TRACK O GLAZING O5 INTERLOCK 21 HOOKSTRIP 29 DOUBLE INTERLOCK (HOOKSTRIP) OLL 1n d FRAME CAP (JAMB COVER) PVC J BEAD to �. O 5 INTERLOCK 606376 6 SILL CAP (THRESHOLD) 6083 T5 1.754 K m 7 PANEL STILE/RAIL PVC 1.83 1.83 1.80 � Z U) m 8 ROLLER SUPPORT 6063-T5 1.65 LU j IJL 10 REINFORCEMENT (LOCK STILE- TOPIBTM RAID 6065•TS 1.082- �55 1. 25 .O6 1. 3DJ�Jtl.O11 FIXED PANEL SUPPORT 606ST6 080 1. 25 .0602570 12 HD REINFORCEMENT fi0LUM .062 05 (D X Z O F 14 HD REINFORCEMENT ONTERLOCK) ALUM UUII 15 ANTI -LIFT OUTBLOCK 6063-TS j: `l 17 STANDARD SILL RISER 6063T5 ROLLER 11 FIXED PANEL ,2 ROLLER TRACK 15 ANTI -LIFT 22 HOOKSTRIP ® FRAME CAP m w SUPPORT SUPPORT FLANGE 10 SILL RISER CAP 6063-T5 .87 19 HIGH DAM SILL RISER 6083-75 L9 LL, 27 HOOKSTRIP _ 609&T5 .850 O 22 HOOKST1iIP FLANGE 8063•T5 •13 .543 1.80 O 23 MULLION (OFFSET BU7TSTBE) PVC 2.741 24 REWFORCEMENf-MULLION (LARGE) 6063-T5 1 3 O -1.52 .095- .13 1. 14 1Wy� tq 26 ROLLERASSEMBLY STEEL 321 F 26 REINFORCEMENT• MULLION (SMALL) 6063-T5 d 10O__ OB •OB ]25 Qp V 27 CORNER KEY PVC a 24 REINF. 26 REINF. 18 SILL 643 p 29 DOUBLE INTERLOCK (PANEL TO HOOKSIRIP) 8063•T6 MULLION MULLION RISER zO N w 30 LOCK AND HANDLE F3 CAP © SILL CAP LA N j 31 STRIKE PLATE S 39 SCREW COVER (HOOKSTRIP) PVC C=Q� 1.29 1.30 ,543 ImL Op 40 ASTRAGAL 6053-T5 5. 60 41 WTSP,.187 K.290 Poly Fin f3 4. 0 1.74 N 42 WTSP, 0.8125" t 0.675' x 4• Fuzzy Pad (TOP/BTM RAIL)/� Q Q p o © 2.(50 1 2 35 2.148 3. 35 n f1 .090- - 2 89 Q IF0 O DATE: 04/08/2020 (-'� SCALE: 10:1 .281 THE APPROVED WHITE, RIGID PVC EXTERIOR EXTRUSIONS FOR DOORS ARE TO BE 23 MULLION O STILEIRAIL PANEL LOGK STILE, REINF.14 INTERLOCK HD REINF.17 2.I81' TALLR 19 SILL RISER HIGH DAM40 ASTRAGAL DR E KOSS DRAWING A : PRODUCED BY EXTRUDERS' LICENSEES UNDER'AAMA CERTIFICATION PROGRAMS TOP/BTM RAIL W/CAP 4' TALL SGD6000LMI - 56" FOR RIGID PVC EXTRUSIONS'. W/CAP SHEET: 9 OF 9