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HomeMy WebLinkAboutProduct ApprovalEFCO Series 3501 FL# 16559.1 FL # Model Number o� Name_ -_P_�— - -- -- -- -- - - -- -- - 1 5559.1 Series 3501 Aluminum Terrace Door (Out -Swing) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15559 R3 II EFCO-021 REVO Series3501 Terrace Door ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Maximum tested door size of 42-1/4" wide by 96" high. Maximum FL15559 R3 AE PERNo2562 RevO Series3501 TerraceDoor ss odf Created by Independent Third Party: Yes daylight opening of 30-1/4" wide by 85" high. Product is large missile impact resistant. See installation drawing for Design Pressure based on glazing detail Glazing: 1 1/4" (32 mm) Laminated IGU with Vanceva® PVB Interlayer EFCO CORPORATION SERIES 350I TERRACE DOOR FBC PRODUCT APPROVAL DRAWINGS GENERAL NOTES: 1. THE PRODUCT HEREIN CONFORMS TO THE REQUIREMENTS FOR THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). TESTING WAS CONDUCTED TO THE FOLLOWING PERFORMANCE STANDARDS IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AS DOCUMENTED IN TEST REPORT NO. 87159.01-801-18, DATED 8/21/2009 BY ARCHITECTURAL TESTING INC. 1.1. TAS 201-1994 1.2. TAS 202-1994 1.3. TAS 203-1994 2. THE INSTALLATION DRAWINGS DEPICTED WITHIN ARE NECESSARY TO MEET THE STRUCTURAL LOAD REQUIREMENTS. PLEASE SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SEALING, FLASHING AND DRAINAGE REQUIREMENTS. 3. THIS PRODUCT IS IMPACT RESISTANT AND THEREFORE AN APPROVED IMPACT PROTECTION SYSTEM IS NOT REQUIRED FOR THIS PRODUCT WHEN INSTALLED IN A WIND-BORNE DEBRIS AREA. 4. THE GLAZING FOR THESE UNITS COMPLIES WITH ASTM E1300-09a. 4.1. SEE GLAZING DETAILS ON SHEET 2 4.2. INTERIOR GLAZED AGAINST A BACK -BEDDING COMPOUND. AN ALUMINUM SNAP -IN GLAZING BEAD AT THE INTERIOR. THE GLAZING BEAD IS SECURED TO THE GLASS WITH A SEALANT COMPOUND AND WEDGE GASKET. ALL UNITS WERE GLAZED WITH BONDAFLEX SIL 295. GLAZING BITE IS 1". 5. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". SHIM ALL SPACES IN EXCESS OF 1/1/6". 6. ANCHORING DETAILS 6.1. SEE ANCHOR SCHEDULE THIS SHEET FOR ANCHORAGE REQUIREMENTS. 6.2. ANCHORS SHALL BE LOCATED AS DESCRIBED IN THE ELEVATION DETAIL. 6.3. CONCRETE INSTALLATIONS ASSUME A MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE OF 2,500 PSI. 6.4. WOOD FRAMING INSTALLATIONS ARE ASSUMED TO BE 2X S-P-F (G = 0.42) FOR NON-HVHZ AND 2X SOUTHERN PINE (G = 0.55) FOR HVHZ OR DENSER. WOOD FRAMING SHALL BE GREATER THAN THE WINDOW FRAME WIDTH. TAPERED OR PARTIAL WOOD BUCKS ARE NOT ALLOWED FOR INSTALLATION INTO WOOD FRAMING. 6.5. METAL FRAMING INSTALLATION SHALL BE A MINIMUM OF 16 GAUGE, 33 KSI STRENGTH METAL. SCREWS SHALL BE OF SUFFICIENT LENGTH TO ACHIEVE FULL -PENETRATION OF -THE METAL FRAMING -TO 1/4" BEYOND THE = SCREW DRILL POINT. 7. CORROSIVE RESISTANT FASTENERS SHALL BE USED. 8. WINDOW FRAME MATERIAL SHALL BE 6063-T6 ALUMINUM. 9. UNITS SHALL BE INSTALLED AS DESCRIBED IN THESE INSTALLATION INSTRUCTIONS AND ALSO IN CONFORMANCE TO THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 14. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER. GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. °"S DAB B" �^ 50p EFCO CORPORATI( NTS GRIGINAL ISSUE 03-20-18 DAM OS-29-18 3000 CawtyRwM1d-Mwery Missouri 65>03 OVERALL DOOR SIZE GLAZING DETAIL DESIGN PRESSURE PSF IMPACT RATING 42-1/4'xW .A s/_10ab LMI 42.1/4'x e8' B i/-80.0 LMI MAXIMUM D.L.O. SIZE: 30-1/4' x 85' ANCHOR I SUBSTRATE I EMBEDMENT 1 .vermin 1 EDGE DISTANCE I I ......^... I WOODFRAMING I MINIMUMI-10 I MINIMUM141 I MINIMUM' I Yi TAPCON (M BUILDEX) CONCRETE I MINIMUMI-12 I MINIMUM3' I MINIMUM242' CMU I MINIMUM 1' I MINIMUM 3' I MINIMUM2' AITAPPER CONCRETE MINIMUM14V MINIMUM242' MINIMUM24W (POWERS I I I FASTENERS) CMU MINIMUM I- MINIMUM 3- MINIMUM4' N14GR2SMS STEELSTUD MINIMUMI' MINIMUMI-10 MINIMUM2- TABLE OF CONTENTS SHEET SHEETOESCRIPTION 1 GENERAL NOTES, TABLE OF CONTENTS 2 ELEVATIONS AND GLAZING DETAILS €aze Al., $ Robert J. D € Amoruso, P.E. rg Date:. 2018.06.15 17:1530-o4'00' PICPRC9NCfOE516N GRdIP.ILC PO .lEBO%S1M1/. G W O.D, FLD W OA ]R4 FBPEG0. N. 259]9 Ra": 331.Q0.1i691 Emsk Mo$pbf vpmm FBC PRODUCT APPRGVALaBRAWMGST I EFCO-021 1 1 eF2 INSTALLATION SUBSTRATE. SEE NOTE 6 FOR SUBSTRATE TYPES AND ANCHORAGE REQUIREMENTS. \ / r' SILL INSTALLATION SUBSTRATE, SEE NOTE 6 FOR SUBSTRATE TYPES AND ANCHORAGE REQUIREMENTS. BY DAS CNEc1ffD BY RJA SCNE m-et-IB DAZE OS-29-IB NTS -BG36 cob01 ASato y - Wwa) NRI RFCDMOYLY FAamNm. LAMINATED INSULATED GLASS DESCRIPTION ++ea vut X. t-Ile .ruwu mm vwcvrxrse E]alotc a Ile 1EIP ..43t Slm RFRegiLSD VAaa . 1f: NON. Via :PIIE]aaR (1/JQ t/4' XS . 0.W1' FAlI4W CMDIIGL VNICEVA WB . t/4' KS) oFrm a t-Ile _ xne nrxNu® DnrRnrc 1/e min ..w Ir m RDxbORftD meceN . 7f: NOu, w0 :aDEaNt (LUQ Ile Hs . 0.ote FAsnuN o¢wcu suux MB . 1/4• Hs) GWdq 0tnx. A e I! NRIWR 41/SfD .crosr A EMI( loa10 In16O1RaL NI AOMRMI 4VD-N WALp BFAG AT 1NE MFI0011. T2 aAnm EFAo B seIMol to tHE auss WITH A sFAuxr troun& C .No tlEOaIs Gr'. NL 1119 YrfliE CL4tFD A9111 9Na11E1fxI 9L NS CLetap �6�1'. � NOTE 14 N)R SETIRIo fNOQ( INo 4LSN0 Gl51hT 42-1/P FA / 1 1 1 \ \ —R 1 t 1 \ \ 8 d � F c — ELEVATION o'wd oPowq - M t/4' . N' i GDi0rE9 IDIX IOGIIW a m- M t/r . W 1 cants mcNoN tmrIoN 4 mmNNt SIXE 1000UwtyRued-MOML MtsswN 65108 INSTALLATION UBSTRATE. SEE NOTE 6 FOSR SUBSTRATE TYPES AND ANCHORAGE REQUIREMENTS. �rr>H w r r..ornre x surw� e tr+ Iaae rave erco t2. e.oreemuwaewet ewou+rx xw v.3N o.re«u.xnr xm rcrr.Rrarx rta+ne eorta+iovaxrwvov xmne n uttx x3evxn PQ3EPRFPFA CPIff Bim en1Y+Y,'giNSV9g +e r.uR +e 0 0•rK wMsues m x+ � ssn nu.Krtan3ws ww+m xr n[CO euurtryernfl T vF�L'o Cpf6PNEn x, uw esm w uav um n .eov e.m+ep3v9 WoolnF�EnIIIGW 14xIT NCNa AtSp- Ie1FA urns RFSaaR¢ AND e¢auacuir FBC PRODUCT APPROVAL DRAWINGS Fladda P.E. No.497U •d i.C�e D191tallysigried by Robert J. f4 A Amoruso, P.E. Date. ♦a,_tf-•or• 2018.06.15 17:1698-"00' vrcvRaouaoFNcxaxaw,uc vo Box svn3 IaNOr+doo. figm. aa5i var�uwaxau voor<Sxt.amttm I en�.�Hliromv o>o AIRING NO. SHE£f EFCD-012 201`2 EFCO Series 5FXT FL# 19330.1 FL #. 19330.1 5FXT Fixed Window 53.75" wide x 108" high Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19330 R1 II Fixed 5fxt Drawings CCLI08053.odf Approved for use outside HVHZ: Yes Verified By: Intertek - York (AT[) Impact Resistant: Yes Test Reports Design Pressure: +120/-140 FL19330 R1 TR Fixed 5fxt CCLI08053.odf Other: 1-3/16" LAMI IGU: Exterior 114" HS x 3/8" gap x LAM] (1/4" HS x 0.075" Vanceva x 1/4" HS) - Glazing:-1 3/16"-(30-mm) Laminated IGU with Vanceva® PVB Interlayer - DOUBLE BUCK (TV.) 5S89 SUBHEAD I�B�E-�S SUBHEAAO STIFFENER V --nnn / " DOW CORNPID 795111 'Jr"l 'DOW CORNWD 705 INSULATED UNIT OESCRIP710N' I 3/36' NOMINAL WSILATED UMT 1/4' TEMPERED CLEM rArr[gam 3/6'ARS'ACE 1 9/16' WUACON VMEEVA LAMINATED SASS (A75 WTERLAYER) HEAT STRENGTHENED SCC FULL HEAL BEAD (SOIIDAFLES) DOW CORNING 795 �. MO SL STARTER fAN_ JAMB lmcuuruy RoW-Mw mMmwm DESCRPnON I wa ANLIRfI pies n' ac ANp1011 ssL n• uc Au Ar101IX6 AA( ]/!• V4 mR . 1• MWR , FRAME CORNER ASSEMBLY - MTwICWON SOR. CUT, END COPED, AND MECH. FASTENED. C LASD T LA9ORATOIW- MNNAWpEAI l607 Luna Road-- —`-- �- - --- CarrolllonrTexas 75006 Phone 1972 uY-056 y �r Report Reviewed LARGE MISSILE IMPACT O= W�A u w M Ias+rm SFXT FIXED WINDOW REP�H/ DINE, D.P. TTT PST — ELL TTTPSF - MR-WATER-STRUC JP A1//-//1 j Ql EFCO Series 5XPT FL# 17403.1 17403.1 5XPT Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17403 R2 C CAC 5XPT APC.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2018 Design Pressure: +1551-155 Installation Instructions Other: Maximum door panel size of 62" wide by 92" high. Min anchor FL17403 R2 II 5XPT install.odf embedment = 1-1/2", Min anchor edge distance = 1". See installation Verified By: American Architectural Manufacturers Association instructions for anchor location. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: L Glazing: 1 3/16" (30 mm) Laminated IGU with Vanceva® PVB Interlayer JAMB (yl GLAZING DETPR GN THIS PAGE TKEE 1-16-14 123' (3124.2 MN ) -L 4 5 6 2 3 7 1 I F16 11s' 11s' F Is' 115' 16' IIs'� I-f I 2 OX MTG. RAIL RUDE OWNS ON ss' ELEV # OQ:016 I Ao�mc IW Cooney Road . Monett. Missmm 65)IM GESMPTON I MFQ YP. ---- INSULATED GLASS DESCRIPTION_ 1' NOMIN& . S TNI KNF q 1/4' TCLR 1/2' AR SPACE 1/4' TCLR 5XPT DX AWS CCIi 9 14-IM I 1 OGZ MI I4-IQ SASH CORNER ASSEMBLY - SO. CUT, END COPED, CORNER KEYED, AND MECH. FASTENED. r FRAME CORNER ASSEMBLY - SOR. CUT, END COPED. AND MECH. FASTENED. (DRAWN BT TKEE CHECKED BT I aE I REV. I Gv EFCO CORPORATION I I REPDBTB I SHEET paiE I-16-14 DATE lw� I=CowryA d- Mom�r. HUssmm 65�D8 SXPT OX 'QWS CCL! . 14-138 1 �2 ettI a u-w EFCO Series 5XPT OXXO FL# 18568.2 18568.2 5XPT OXXO Aluminum Thermally Broken Sliding Glass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18568 R1 II CCLI 10-256 as tested.pdf Approved for use outside HVHZ: Yes Verified By: Construction Consulting Laboratory Impact Resistant: Yes Test Reports Design Pressure: N/A FL18568 R1 TR CCLI 10-256.pdf Other: Missile Level D. See as tested drawings and test reports for size, FL18568 R1 TR Glazing Details ss.pdf design pressure, glazing configuration, product operation and installation. See Glazing Details—ss.pdf for DLO, Spacer Material and Interlayer Component Approval by Miami -Dade NOA. Setting blocks in accordance with Section 2411.3.3.1 of the 6th Edition (2017) FBC shall be used when fixed glass widths exceed 3 feet. O Glazing: 1 3/16" (30 mm) Laminated IGU with Vanceva® PVB Interlayer v Y J YT..i. N T..y- ry v v P.•L TTD p.,. ...,•.A ELEVATION w Lw,L 61.0z D Lamm..., eu�N FN19 �Mni1PI0 sIDiD1d 1604 LURK Roid Carrom,or.Ter.•-.S 75000 Fli 1i Revimnd vY _.... i i i 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 FRAME cORFr<.R ASSEMBLY SASH CORNER ASSEMBLY - SO. CUT. END COPED. 65SUSHEAO STIFFENER SOR. WT. END COPED. AND MECH. FASTENED. CORNER KEYED. AND MELM. FASTENED. oRrw BY Sp uauR er DNHA REN. ® _ _ RATION 5XPT HALF IMPACT DESMFDON I mm �e-e�ea-u► 1 1 a 3 • N 11 :e ^ MAV I ... �.......................... ........ urommypom.Na.mra..waam+ 1 Itfl/l/—IBI l2w3 • G = I� NOMINAL LAMINATED mn ' • IMPACT ®� ®" �® • Engineering Evaluation Report Report: 100220 Manufacturer: EFCO, A Pella Company 1000 County Road Monett, Missouri 65708 Product: Series 5XPT Sliding Glass Door O a Joshua) oyce, P.E. 3 Indian Sprigs Rd Red Lion, PA 17356 Description of Product: The frame is constructed of thermally broken 6063-T5 aluminum with the comers of the frame coped, butted and mechanically assembled using four #10 x 1-1/4". Panel comers arelcoped, butted and mechanically assembled using two #10 x 1-1/4" screws. The sliding glass door incorporates a 6063-T5 aluminum stiffener located at the fixed interlock and the inactive panel lock stile. The stiffeners are mechanically fastened using two #8 x 3/4" saews. An 1 P' long 6063-T5 aluminum sub -head stiffener is located inside the sub -head above each integral vertical member. Submitted Technical Documentation: 1. Test Report CCLI-08-094 dated 08/05/2008, signed and sealed by Abdol Re Idad, P.E. (FL P.E. 52849) of Construction Consulting Laboratory Intemational located in Carrollton, Texas. (Door Size: 144" wide by 110-3/4" high — OXO configuration) Glazing make-up: 1-3/16" IG unit — Viracon HRG2 Glazing TAS 201-94: Passed Large Missile Impact TAS 202-94: Design Pressure: + 120.0 /- 140.0 psf Air Infiltration: 6.24 psf Water Infiltration: 33.0 psf IfI TAS 203-94: Design Pressure: + 120.0 /- 140.0 psf 2. Test Report CCLI-08-074 dated 05/12/2008, signed and sealed by Abdol Rezadad, P.E. (FL P.E. 52849) of Construction Consulting Laboratory International located in Carrollton, Texas. (Door Size: 144" wide by 110-3/4" high — OXO configuration) Glazing make-up: 1-3/16" IG unit — 0.075" Solutia Vanceva interlayer TAS 201-94: Passed Large Missile Impact j TAS 202-94: Design Pressure: +/- 90.0 psf Air Infiltration: 6.24 psf Water Infiltration: 33.0 psf TAS 203-94: Design Pressure: +/- 90.0 psf 3. Test Report CCLI-08-082 dated 05/12/2008, signed and sealed by Abdol Re dad, P.E. (FL P.E. 52849) of Construction Consulting Laboratory Intemational located in Carrollton, Texas. (Door Size: 144" wide by 110-3/4" high — OXO configuration) Glazing make-up: 1-3/16" IG unit — 0.060" Solutia Saflex interlayer TAS 201-94: Passed Large Missile Impact TAS 202-94: Design Pressure: +/- 85.0 psf Air Infiltration: 6.24 psf j Water Infiltration: 33.0 psf TAS 203-94: Design Pressure: +/- 85.0 psf i Joshua Royce, P.E. Date: 03/07/2011 1 of4 O i I Engineering Evaluation Report Joshual Royce, P.E. 3 Indian Springs Rd Report: 100220 Red Lion, PA 17356 Submitted Technical Documentation: (Continued) 4. Test Report 92110.01-801-18 dated 08/11/20098, signed and sealed by Joseph A. Reed, P.E. (FL P.E. 58920) of Architectural Testing, Inc. located in Southlake, Texas. (Door Size: 192" wide by 98-3/8" high — OXXO configuration) Glazing make-up: 1-3/16" IG unit — 0.075" Solutia Vanceva interlayer TAS 201-94: Passed Large Missile Impact TAS 202-94: Design Pressure: + /- 90.0 psf Air Infiltration: 6.24 psf Water Infiltration: 33.0 psf TAS 203-94: Design Pressure: +/- 90.0 psf I Glazing make-up: 1-3/16" IG unit — 0.090" Solutia Saflex interlayer TAS 201-94: Passed Large Missile Impact TAS 202-94: Design Pressure: +/- 110.0 psf Air Infiltration: 6.24 psf Water Infiltration: 33.0 psf TAS 203-94: Design Pressure: +/- 110.0 psf 5. Test Report CCLI-10-256 dated 01/19/2011, signed and sealed by Abdol Rezadad, P.E. (FL P.E. 52849) of Construction Consulting Laboratory International located in Carrollton, Texas. (Door Size: 215" wide by 118-3/4" high — OXXO configuration and 161" wide by 118-3/4" high — OXO configuration) Glazing make-up: 1-3/16" IG unit —0.075" Solutia Vanceva interlayer TAS 201-94: Passed Large Missile Impact i TAS 202-94: Design Pressure: + /- 120.0 psf Air Infiltration: 6.24 psf Water Infiltration: 20.0 psf TAS 203-94: Design Pressure: +/- 120.0 psf 6. Plastic gaskets provided by Central Rubber Extrusions of IL, Inc. tested at Akron Rubber Development Laboratory, Inc. (accredited by A2LA certificate No. 0255.01) test report # TE-85 dated 1/23/06. ASTM C864: Passed 7. Thermal barrier material tested at Architectural Testing, Inc. under test report ATI-01-42376.01 dated 08/29/02 and ATI-01-42376.02 dated 10/01/02 signed and sealed by Allen Reeves, P.E. (FL P.E. 19354). ASTM D2843-99: Passed j ASTM D635-98: Passed ASTM D1929-96: Passed 8. Installation Drawing report number 100220D signed and sealed by Joshua Royce P.E. 9. Anchor Calculation report number 100220A signed and sealed by Joshua Royce P.E. i I Joshua Royce, P.E. Date: �03/07/2011 !Page 2 of 4 rI Engineering Evaluation Report Report: 100220 Door Hardware: Door hardware consists of the following: Hardware Description: 0 Joshun, oyce, P.E. 3 India I Springs Rd Red Lion, PA 17356 Quantity Location Description Manufacturer 1 Frame head and sill interior Threshold/Filler #14N5 I EFCO 1 40" from panel bottom rail Lock hardware and thumb tam #HS27 Bronze Craft i 1 40" from panel bottom rail Deadlock #HSV3 Sash Control I Sill track Sill adapter #14B2 EFCO 2 Frame head cavity Headspacer # 14B 1 I EFCO Limitations of Use: I 1. Maximum product design pressure ranging from +/- 85.0 psf to + 120.0 /- 140.0 ps£ depending on glazing make-up. 2. Maximum overall tested door size of 161" wide by 118-3/4" high for OXO configuration. 3. Maximum overall tested door size of 215" wide by 118-3/4" high for OXXO configuration. f 4. Maximum tested operable panel size of 56-1/2" wide by 112-9/16" high. I 5. Maximum tested fixed panel size of 54" wide by 113-3/4" high. 6. Rated for use in the High Velocity Hurricane Zone (HVHZ). 7. Product is impact resistant and will not require the use of an impact protection system if installed in the Wind Borne Debris Region. 8. Glazing must comply with ASTM E1300. The tested glazing consisted of one of the following: I a. 1-3/16" insulated glass consisting of an exterior 1/4" fully tempered glass and an interior 9/16" laminated glass consisting of 1/4" heat -strengthened glass - 0.075" Solutia Vancevam PVB interlayer— 1/4" heat -strengthened glass (Miami -Dade NOA 08-0520.08). b. 1-3/16" insulated glass consisting of an exterior 1/4" fully tempered glass and an interior 9/16" Viracon HRG2 laminated glass consisting of 3/16" heat strengthened glass — 0.050" polyurethane — 0.080" polycsrbonate 0.050" polyurethane — 3/16" heat -strengthened glass (Miami -Dade NOA 10-6201.01). c. 1-3/16" insulated glass consisting of an exterior 1/4" heat -strengthened glass and an interior 9/16" laminated glass consisting of 1/4" heat -'strengthened glass - 0.090" Solutia Saflex® PVB interlayer —1/4" heat -strengthened glass (Miami -Dade NOA 06-0216.06). 11 f d. 1-3/16" insulated glass consisting of an exterior 1/4" fully tempered glass and an interior 7/16" laminated glass consisting of 3/16" heat -strengthened glass - 0.075" Solutia VancevaTm PVB interlayer— 3/16" heat -strengthened glass (Miami -Dade NOA 08-0520.08). e. 1-3/16" insulated glass consisting of an exterior 1/4" fully tempered glass and an interior 9/16" laminated glass consisting of 1/4" heat -strengthened glass - 0.060" Solutia Saflex® PVB interlayer —1/4" heat -strengthened glass j (Miami -Dade NOA 06-0216.06). , II I Joshua Royce, P.E. Date: �03/07/2011 rage 3 of 4 I Engineering Evaluation Report Report: 100220 Joshual Royce, P.E. 3 Indian Springs Rd Red Lion, PA 17356 9. Glazing — Interior glazed unit with Bondaflex® SIL 295 silicone at the interior and exterior face of the glass. A 1" glazing bite was utilized on all glass. See glaiing detail included in drawing package 100220D for further details. 10. Units must be installed as per the installation documented in drawing 1002201). 11. The installation details described herein are generic and may not reflect actual conditions for a specific site. If site conditions cause installation to deviate from the requirements detailed herein; a licensed engineer or architect shall prepare site specific documents for use with this document I Compliance: I The above listed products have been shown to demonstrate compliance with the Florida Building Code and with the Florida Department of Community Affairs for Statewide Product Approval as per Rule 913-72.070 method 1(d). i I Certificate of Independence: In accordance with Rule 913-72.110,1 do not have, nor do I ever intend to acquire, any, financial interest in any manufacturing company associated with this evaluation report. I also do not have any financial interest in the manufacturing company or any company associated with the manufacturing company. I I I ;� ��,y�GENs�•F �. i No. 68180 -'O'. %�0••, STATE OF 'LV T' :F Z <0R19PGt� 10NiAi�tgC�°�` Secure Electronic Seal For Electronic Submissions' i Joshua I Royce, P.E. °y— Date- 03/07/2011 p (Page 4 of 4 2011.03.10 11:50:04 -05'00' 1 EFCO Series 663 FL# 19326.4 h u Model, -Number or NameDescription_ 19326.4 663 _ Single Hung Window, 48" wide x 96" High Limits of Use - Installation Instructions Approved for use in HVHZ: Yes FL19326 RI II 633 Drawings 87166.pdf Approved for use outside HVHZ: Yes Verified By: Intertek - York (ATI) Impact Resistant: Yes Test Reports Design pressure: +73.5/-90 FL19326 R1 TR Single Hung 663 87166.01-801-18.pdf Other: 1-1/8" LAMI IGU: Exterior 3/16" HS x 1/2" gap x LAMI (3/16" HS x 0. 090" Saflex x 3/16" HS) Additional Installation Req: Wood screws require 2.375" edge distance and .900" embedment, max 1/4" shims. Glazing: 1 1/8" (29 mm) Laminated IGU with Saflex@ PVB Interlayer IBa1 PRYOIiB "'AAND MECHANICALLY USMStLEO7 0 1 / L nA I SANG MECHANICASLLYBAEMBLEF 11/a* NOMINAL IN-M AIM UNIT 3/16' H.S. CLEAR % 1/27 AIR SPACE % 1/2" NOMINAL LAMINATED (3/10' HSCLR-.080 PVe-3/10- HSCeR) ,nj2 .0%541 ex ,a .�NMltecttaatTesting IY T¢fesamplecmlWksMth Mmedotails. S7layyroart.^ud,d. , 6�lt1I - Rephng� Date 7 1p�H ELEVATION u n0 MtaeNNo PaPi15 e AYW011 PQM9 Cam w& L� S-663 IMPACT .11 LARGE MISAE - PYH . is-610#-$ff 1 w 1 0