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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online https://floridabuildu /pr/pr_app_dtl.aspx?param=wGEVXQwtD... r rr BCIS o.e I Wgln I User ReNtmtbn I Hot Topics I Subrnk Su rqe I hats.&Facts i PuWbattb I FBCStaB ( SCISSR Map 1 tasks I Sea2h F�da ' Product Approval USER: Pub, User P PW&Ct ADDMyal Menu> Product or Awkatbn Search>Aee aron kt j Apprimdan Detal] FL # FL14604-R6 Application Type Revisidn Code Version Z017 Application Status Approvetl' •Approved by DBPR. Approvals by DBPR shall be reviewed and ratified' by the POC-and/or the Commission if necessary. Comments ,J Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated'. By --Referenced Standard and Year (of Standard) I of 4 Eastern Architectural Systems 16341Domestic Ave. Ft. Myers, FL 33912 (800) 432-2204 Ezt,4305 )fiesher@ea sternmetal.coin James Flasher Jflesher@easternmetal.com Timothy J. Hoard- 10030 Bavaria Road Fort Myers, FL 33913 (800) 432-2204 EXt4314' thoard@ easternmeta I.mm Windows SingleHung Certification Mark,or Listing National Accreditation & Management Institute. National Accreditation & Management Institute .Standard X%C _ -AAMA/WDMA/CSKIOI1/I.S:2/A440-- — _ — — — _ 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 - ---- ASTM E1886 2002 ASTM'.E1886 2005 ASTKE1996 2005 ASTM E1996 .2006 TAS 201 1994 TAS 202 1994, TAS 203 1994 `ILE COPY 2/5/2018, 8:08 AM Florida Building Code Online MpsIfloridabuildir ,Vpr/pr_app dtl.aspz?param=wGEVXQwtD... Equivalence of Product Standards Certified By - Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Florida Licensed Professional Engineer or Architect FL14604 R6'EcuIV FL14604 5 and 6-EO df Method 1 Option A 01/05/2018 01/29/2018 02/04/2018 FL tt Model, Number or Name Description 14604.1 Series 1000 Non -Impact Aluminum :Series 1000 Non -Impact Aluminum. SH SH Limits of Use Certification Agency Certificate Approved for use in. HVHZ:.No FL14604- R6 C CAC 'N1005177:01-R4-slaned-odf Approved for use outside. HVHZ: Yes FL14604 R6 _ CAC N1006177 0 -R -Non d odf 'Quality Assurance Contract Expiration Date 06/30/2020 Impact Resistant: No Design. Pressure: +45/-45 Other: Installation Instructions FL14604. R6 11 08-02477.odff Verified By: LUIS-P. Lomas,.P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R6 AE 513233:odf Created by Independent Third Party: Yes 14604.2 Series 1431 Non -Impact Vinyl SH Series 1431 Non -Impact Vinyl SH Nailing Fin Nailing Fln Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL14604 R6 C CAC N1010607-112-slaned odf Approved.for use outside HVHZ: Yes Impact Resistant: No Quality Assurance.Contract Expiration Date 12/31/2019 Design Pressure: +50/-50 Installation Instructions Other; Configuratlon: O/X Vent Slie: W-44.3B° H-35° FL74604 Rfi II OB-00556B.0df Glazing: 3/4" Overall I.G. VeHfied By: Luis R. Lomas, P.E. Florida, P.E. 62514 Created by Independent Third Party: Yes Evaluation. Reports. FL14604 R6 AE 510945.0df Created by Independent Third Party: Yes 14604.3 Series 1441 Non-lmpact:Vinyl SH Series,1441 Non -Impact. Vinyl SH.Flange Flange _ .Limits of Use Certification. Agency:Certifiwte Approved for use In HVHZ: No fL14604 .R6. C CAC 'NI010813-R2-slaned odf Approved for use outside HVHZ: Yes Quality Assurance,Centract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +50/-50 Installation Instructions _ Other: Configuration: O/X Vent Size: W-50.38" H-35.13" FL14604 n6 11 08-OOSSBB.odf Glazing: 3/4"Overall LG. Verified By: Luis R. Lomas, P.E. Florida`P.E. 61514 -- - -- -_ Createdby9ndependent Third Party: Yes -- _ - — EvaluatlonAeports FL14604-R6 AE 510947A.odf _- Created;by Independent Third Party: Yes 14604.4, Series 2451 Impact Vinyl SH Series 2451 Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate. Approved for use In HVHZ: No FL14604 R6 C CAC N1012533-R2ladf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration pate ImpactResistanti Yes 02/28/2022 Design:Pressure: +50/-50 Installation Instructions 2 of 4 2/5/2018, 8:08 AM Florida Building Code Online https://flori.da�uildii"__ Vpr/pr app dtl.aspx?param=wGEVXQwtD... Other: Configuration: DIX Max. Frame Size: W-46" H-72" Max. Vent Size: W-44.25" H-35' Glazing: 3/4" Overall Laminated IG FL14604 R6 II 08-00562B.odf Verified BY::.4uis R. Lomas, P.E. Florida RE. 62514 Created. by Independent ThirdParty: Yes Evaluation Reports FLI46Q4 R6 AE 510951 odf Created by independent Third. Party: Yes 14604.5 Series 2451 Impact Vinyl SH Nailing Fin Series2451 Impact Vinyl SH Nailing Fin Limits of Use Approved for use in HVHZ: No Approvedfor use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: Configuration: O/X Max. Frame, Saw W-48" H-72" .Glazing: 3/4" Overall Laminated IG - Certification Agency Certificate F L14604 R6A NI01j64 02 odf Quality Assurance Contract Expiration Date 09/30/2018 Installation Instructions FL14604 R6 i1 08-02914-.odf Verlfled ByPLuls R. Lomas,P.E. 62514 . Created by'Independent Third Party: Yes Evaluatlon.Reports FL14604 Rfi'AE 513739gdf Created by Independent Third Party: Yes. 14604.6 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vlnyl.SH Flange Limits of Use Approved for use.ln-HVHZ: No .Approved for use outside HVHZ: Yes Impact Resistant.• Yes Design'Pressure: +50/-50 Other: DIX Max. Frame Size: W-53 1/8" H-72" Glazing: .Certification Agency.Certificate FL14604 R6 C CAC N1013364.03'.odf Quality Assurance Contract Expiration Date 09/30/2018. Installation Instructions.. EL14604 R6 II 08=02915 odf 3/4" Overall Laminated IG IVerified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14604 R6 AE 513740`odf Created by Independent. Third Party: Yes 14604.7 Series 2461 Impact Vinyl SH Flange .Series 2461 Impact Vinyl SH Flange Limits of Use :Certification Agency Certificate Approved for use In HVHZ: No FL14604 R6 C CACNI01 Approved for use. outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 ,01-R3.odf Quality Assurance Contract Expiration Date 02/28/2022 Installation Instructions Other: Configuration: DIX Vent. Size: W-51" Hr34.5" ,Glazing:3/4".Overall Laminated IG 0 odf Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 treated by Independent Third Party; Yes Evaluation. Reports 'F 1L 4604 R6 s109s3A.odf PE Created by Independent Third Party: Yes 14604.8 ,Series FWI 1000-Impact Aluminum Series. FWI 1000' Impact Aluminum SH SH Limits of Use Certification. Agency Certificate Approved for use In: HVHZ: Yes Approved for use outside HVHZ: Yes FL14604 R6 C CAC N1009020-01-R2-signed odf FL14604 R6- C .CAC NI00 0 O 0 -R1- Igo tl df FL14604-R6 S CAC rNI00902003-R2-slonedoaf Impact. Resistant: Yes Design Pressure: N/A Other: See drawing 08-02476 for design. pressures. GLASS FL14604 R6 C CAC N1010670 01-R3 odf FL14604 R6. C CAC N1010670-RI-signed odF INTERLAYER COMPLIES WITH THE REQUIREMENTS OF THE Quality Assurance Contract Expiration Date FLORIDA: BUILDING CODE ACCORDING TO MIAMI-DADE 12/3112019' FOR EASTMAN INTERLAYERS Installation Instructions FL146Q4 R6 ii 08-QZ476b2df Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 .Created by IOdeDentlent Third Party: Yes - Evaluation Reports -_ - ---- = --- -_-- - FL14604 R6 AE513232A odf Created by Independent Third Party:.Yes L-ontad ❑s ::.2fi01 Blab Stone ROad. TarahalSee FL v2ae9 Prone, 850-457-1824 The State of Florida is an AAIEEO employer. Copyright 2007-2011 State of Florida :: Privary Statement :: AtEaggiblity Stntarnp :: Refund Statement 3 of 4 2/5/2018, 8:08 AM Florida Building Code Online https://tloridabuildi), 4iVpr/pr app_dtl.aspx?param=wGEVXQwtD... Unter Florida law, ema0 addresses are pubtc record, e'{ctipn¢ m4 9 to [tds entry. Immad, cooma the off" Section 455.375(1), Flo dda:Slatutes/effective October.] they have one. The emaas proWed may be iced for of auppN a personal address, please pmvde the Department :hapter 455, 85., please click here Produce Appraval Accepts: ® R M a• e scCurityN1 IRziTCa'� :he Department aaah an ema0 address IF Ire pubbc record. If YOU do riot wish to To detemNce Ifyou am a licensee under 4 of 4 215/2018, 8:08 AM L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-6880609 rilomas@Irlornaspe.com Manufacturer: Eastern Architectural Systems 10030 Bavaria Rd FT Myers, FL 33913 Engiheering Evaluation Report Product Line: Series FW1 1000 Aluminum Single Hung Window— Impact. Report. No.: 6132M Compliance: The above mentioned product has been evaluated for compliance with the requirements -of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The -product listed herein complies with requirements of the Florida'Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02476, revision. A, prepared, signed 'and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 210-3374-1 signed:and sealed by Gerard J. Ferrara P:E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile. Impact Test, Level 0, Wind Zone 4 TAS 203-94 Cyclic Pressure loading t75.0psf design pressure, 3. Test report No.: NCTL 210-3753-1 signed and sealed by Gerard.J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94. Uniform Static Air Pressure, +120.0/-150.Opsf:design pressure, 20.Opsf water penetration. TAS203-94 Cyclic, Pressure loading +120.0/-150.Opsfdesign pressure 4. Test report No.:,FTL 5682111-749 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +80.0/-100.Opsf design pressure, 12.Opsf water penetration. TAS 203-94. Cyclic Pressure loading +80.0/-'100.Opsf design pressure 5. Test report No.: ESP00927413-10 signed and sealed by Ramesh C..Patel P.E. Element Materials Technology, Wausau, WI AA MAAND MA/C SA101 / I. S.2/A440.05 Design pressure: +80.0/-100.0psf Water penetration resistance 12,Opsf ASTM El688-05 and ASTM E1996.05 ASTM El886/ El996 Large Missile Impact, Level D, Wind. Zone 4 ASTM E1886/ E1996 Cyclic Load Test, +80.0/-100.0psf design pressure 6. Test report No.: ESP009274P-11 signed and sealed by Ramesh C. Patel P.E. Element Materials Technology, Wausau, WI TAS 201--94 Large Missile Impact Test, Level D, Wind Zone 4 TAS 202-94 Uniform Static Air Pressure, +80.0/-100.Opsf design pressure, 12:0psf water penetration. TAS203-94 Cyclic Pressure loading +80.0/-100.Opsf- design .pressure 7. Test report No.: FTL.07-311/5417/02 signed by Manny Sanchez. Fenestration Testing Laboratory, Medley, FL TAS 201-94 Large Missile Impact Test, Level D, Wind Zone 4 TAS202-94 Uniform Static Air Pressure, 360.Opsf design pressure, 9.0psf Waterpenetration. TAS 203-94 Cyclic Pressure loading t60.Opsf design pressure 0 / 8. Anchor calculations,. report number 51316.6-1A, prepared, signed and sealed by Luis Roberto Lomas,P.E. i 1 of 2 Luis R.Lomas, P.E. FL No.: 62514 12/26/2017 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd Lewisville,: NC.27023 Report No.: 513232A 434-688 0609 rtlomas@1rtomaspe:com Limitations and Conditions of use: • Maximum design pressure: Refer to Installation drawing. • Maximum unit size: Refer to installation drawing. • Units must be glazed per ASTM E1300-04/09, according with glass details in approval drawing. • This product Is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions. • Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed: in accordance with manufacturer's installation instructions and approval. document 08-02476, revision A. Certillcatlen of Independence: Please note,.that I don't have nor will acquire a financial interest in.anycordpanymanufacturing or distributing the product(s) for which this report Is being Issued. Also, I don't have nor will acquire a financial interest in any other entity involved In the approval process of the listed product(s). 2of2 R I LO41 ��i s•fl TATF<v ORIDP Luis R. Lomas, P.E. FL No.: 62514 12/26/2017 TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1Xffi BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERESHIMOR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW Aas MUST Be ANCHORED THROUGH THE FRAME W ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR. OTHER STRUCTURAL SUBSTRATE MATERIAL. 5, WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW .UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN. ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE 'RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. .FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE ,SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 9. SHIMS SHALL BE LOCATED, APPLIED AND MACE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR. WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-76. 12.. UNITS. MUST BE .GLAZED PER ASTM E130G-04/09. SEE SHEETS 2-7 FOR CLASS. DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS. NOT REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 14. FOR. FIN INSTALLATION INTO WOOD FRAMING OR 2X' BUCK USE 116 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 81 - 11 I INSTALLATION xn � ocsrnw+mx.' , � xwRaao ' A REWSEPCIAZING Of.TNL51 12/]fi/1]art j R.L I; 15, FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE ®14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 7/16- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS :AND INSTALLATION DETAILS. I 16. FOR FRAME ANCHORING INTO.MASONRY/CONCRETE USE 1/4- TAPCDNS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2- MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR FRAME ANCHORING INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM. BEYOND STRUCTURE INTERIOR WALL. LOCATE ,ANCHORS AS SHOWN IN ELEVATIONS`AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. I 19. INSTALLATION ANCHORS, SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR; MANUFACTURERS INSTALLATION INSTRUCTIONS ANO ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE. MINIMUM 'STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF C=0.42 B. CONCRETE - MINIMUM COMPRESSIVE. STRENGTH OF 3.192 PSI., C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR.. ALUMINUM 6063-75 0.048` THICK MINIMUM i SERIES FWI 1060. IMPACT; SINGLE. HUNG WINDOW NOTES " OF 12 SIGNED: Luis. R. Lamas P.E. FL No.: 62514 FI HI '5" MAX 48- MAX FRAME WIDTH 13" MAX O.C: —{ I I I 5" MAX —' 1 0 12* MAX, O.C. / AX AME IGHT X L 5" MAX 48" MAX FRAME WIDTH 3' — 5' MAX 5' MAX (— 0 --I. —{ 5" MAX, SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERXM VIEW FRAME ASTAU ATION I FF HE 5" MAX 10 MAX-F O.C. I / 2"' AX MAE GHT X 1— 5" MAX I SERIES FWI 1000'IMPACT SINGLE HUNG WINDOW EXTERIOR VIEWRN.INSTALLATA N DESIGNPRESSUREMTING IMPACTRAPAIG 375.0PSF IARGL-AND SAfAlL M/SSILEkVPACT MISSILELEVEL D, WINDZONE4, ANDHVHZ WTTNGLIOAfGA NOTES: 1. SASH SIZE: 47" X 38". 2. D.L.O.; 42 3/4" X 31 5/8-. 3. HARDWARE: D,(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED -MEETING RAIL. b. (2) SPIRAL BALANCE LOCATED ON EACH JAMB. c,(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. KmM r¢v OLSCRRrow arz 70 IA 'REVSED'CLATMG DETARS 12/2fi/A R.L 11/16" 1/6' HS I EAL 1/b' Hs TENT � .090" SA EX 9/8` H PI SIK ETER 1 6s " SITE � RllER/Ofl DURAS SPACER�SYS FLEX BY EASTMAN BI. OUAN S WEDGE GASKETSTRUCTURAL SEALANT 2541 BY, M AFLEX 552 FPVC 65. OUROM SETTING BLOCK (30096) OUROMEFER CENTRAL RUBBER 3/4 EXTRUSIONS EX ER OR -GLAZING DETAIL A WHEN USED OUESIDE MEN" ' 11/16" 1/B" TEMP 1/8" NS DURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY OUANEX WEDGE GASKET STRUCTURAL SEALANT 2541 BY MPI. SIKAFLE% 552 FPVC` 65: DUROMETER SETTING BLOCK (30096) J_ 85 OUROMETER 3/4; B0E BY CENTRAL RUBBER EXTRUSIONS .INTERIOR GLAZING DETAIL A' WHEN USED W THE HVNZ 1. SIGNED: 1212E SINGLE 'V.L � 011-024761 I A I sw.E NTS °"m 6 8/20/14 s800 7' 1 OF 12 Luis R. Lomus P.E. FUND.: 62514 5" MAX — 5" MAX e' MAX O.C: 76 1/2" MAX FRAME HEIGHT 53 1/2- MAX FRAME 70 MAX O.C. 53 1/2" MAX FRAME WIDTH 5" MAX' '13, 5-1 MAX T�� MAX; O.C. 5" MAX, 4f J- 55" MAX I SERIES FWI 1006IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAMEWSTALWTION 76. N FR HE 5. MAX MAXO D.C. 1/2" AX WE GHT X J 5" MAX I SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FPI INS FALLAT 1CN DESIGNPRESSURER47ING IMPACTRATING *120.01450.0PSF LARGEAND SMALL MlS IEINPACT MLYSILELEVELMWINDZONE4,ANDHI Q WRN GLAZING B NOTES: 1. SASH SIZE: 50 1/2- X 38 1/4". 2. D.LO.: 47 1/2' X 31 3/4". 3. HARDWARE: .. (1) METALLIC CAM. LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. m (2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. I PENSgxS va o.u. uowrto A RE ED'ICLAZINC DETAILS 1R/R6/17 R.L. I 1/Z• 3/I6' HS .100' HP EASTMAN EXTERIOR .3/16" HS WEDGE GASKET INTER,, 2541 BYMPI - FPVC 65 OUR'MEIER STRUCTURAL 'SEALANT SIKAFLEX 552 1 .I� SETTING -BLOCK (30096) 1/2" BOE 85 DUROMEFER BY CENTRAL RUBBER EXTRUSIONS SERIES' FWI 1000 IMPACT SINGLE HUNG WINDOW ELEVATIONS oxc-ryD' II 'OB-02476 II A's 08/20/14- s�3 OF, LROfiERlOLO RE ITNOODTD6D /♦DIEfYAiVILLE AG ZTOL I ue<eaocos 4sc.m* ' I I SIGNED: Luis R. Lomas P.E. FL No.: 62514 53' MA FRAME WIDTH 5' MAX 14 1/2' 141/ MAX D.C. 5' MAX 12' / O MAX O.C. I / 77' MAX FRAME HEIGHT 5' MAX 5" MAX T SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW EX)ERKIRWEW FRAMEINSTALLARON FF HE 53'MAX FRAME WIDTH 5' MAX '.r 13' -r M0.Y. O.C. 5' MAX 10 MAX O.C. / O / ,7. VAX ANTE ICHT X 5' MAX' i Rc�aw s nn n[swwm. i; at[ rtwRor[o 5' MAX RENSED GLAZWG DETALS 11/26/V R.L SERIES FWI 10001MPACT SINGLE HUNG WINDOW EXTERIOR VIEW FW INSTALLATION DE96NPRESSURERATWO WPACTRATING r80.01-100.OPSF LIRGEANDSMALL MISSILEIMPACT MISSILE LEVEL 0. WWD ZONE 4; AND NVNZ HITHGLADNGC NOTES: 1. SASH SIZE. 51 3/4' X 38 3/4'. 2. D.L.O.: 47 3/4' X 34. 3. HARDWARE: D:(i) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. E.(2) SPIRAL BALANCE LOCATED ON'EHCH JAMB. c.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. I . 1/2' 3/16' HS ;.09D' SAFLEX 1116. BY EASTMAN 3/16' HS EXTERIOR - INTERIOR. WEDGE GASKET 2541 BY -MP1 STRUCTURAL SEALANT FPVC 65 DUROMETER SIKAFLEX, 552 SETTING BLOCK (30096) 85 DUROMETER 3/a' BITE - BY CENTRAL. RUBBER ' EXTRUSIONS GLAZING DETAIL C SERIES FWI 1000 IMPACT; SINGLE. HUNG WINDOW I I ELEVATIONS w.x+c DxD w. R£V V.L 08-02476 A .E NTS 'TL:08/20/14 �T4 OF 12 LIO TITOLDVAS P.E. 1133 WibOfORO RO LEV.M1SNIIE NCT)09 SIGNED: 1212612017 Luis R. Lomos P.E. FL No.: 62514 A FF HE 53 1/8" MAX FRAME WIDTH S. MAX'D.C. 5" MAX 5" MAX T— lY MAX O.C. L / O / 8' AX iME GHT L_ 5' MAX I SERIES FM TODD IMPACT SINGLE HUNG WINDOW EXTERIOR VIEW FRAMEWSTALLAT ION u FR HE 5' MAX I I LL 5' MAX T 10' MAX O.C. T B' AX' MAE GHT L 5' MAX 5" MAX SERIES FM 10001MPACT SINGLE HUNG WINDOW EXTERIOR VIEW FIN INSTALLATION OESIGNPRESSORE RATING IMPACTRATING -400.01-100.OPSF LARGE U4OSk4U MISSILE IMPACT MISSILE LG VEL 0..WIND ZGNE 4. AND 11V112 WTTNGLAZINGD NOTES: 1. SASH SIZE: 50 1/2' X 39 1/2'. 2. D.L.O.: 47 1/2' X 33 1/2'. 3. HARDWARE- 0 .(1) METALLIC CAM LOCK LOCATED MIDSPAN OF TOP RAIL AND ANCHORED TO FIXED MEETING RAIL. b.(2) SPIRAL BALANCE LOCATED ON EACH JAMB. C.(2) BALANCE SHOES LOCATED ON EACH SASH BOTTOM RAIL END. 4. NO REINFORCEMENTS. v VWS GLAZING Mm I 7/8 1/8' AN.N'i 3 /16' HS OURASEAL SPACER SYSTEM .090" SAFLEX BY EASTMAN BY OUANEX 3/16' HS WEDGE GASKET STRUCTURAL SEALANT .2541 BY MPI SIKAFLFX -9 2 FPVC 55 DUROMETER SETNNG BLOCK (30095) 1_ 85 DUROMETER 3/4• SITE BY CENTRAL RUBBER EXTRUSIONS INTERIOR EXTERIOR. GLAZING DETAIL D WHEN USED OUTSIDE THE NVIC 7/8" 1/8' TEMP 7/16' HS DURASEAL SPACER SYSTEM .090' SAFLEX BY EASTMAN BY-OUANEX 3/16' HS WEDGE GASKET STRUCTURAL SEALANT 2541BY MPI SIKAFLEX 552 FPVC 65 DUROMETER SETTING' BLOCK (30096) 1_ 85 DUROMETER 3/4' BRE BY CENTRAL RU118ER EXTRUSIONS NTE, OR, EXTERIOR ELEVATIONS NYTHENVHZ SIGNED: 12/2C✓2017 Luis R. Lomas P.E. FL No.: 62514 e HE HE 53 1/8" MAX FRAME WIDTH } 10" 5" MAX I MAX O.C. 5" MAX I I I 5" MAX L / 9 3,747 MAX O.C; T— // O G. AX ANTE GHT X 4/ L Y MAX 1 6 FR HE 5" MAX I 5" MAX L 10" MAX O.CO.0 6" AX WE GHT L 5" MAX 5" MAX I SERIES FWI 1000 IMPACT SINGLE HUNG WINDOW SERIES FWI 10001MPACT SINGLE HUNG WINDOW EXTERKM WEW FRAME INSTALLATION EXTERIOR WEWFWINSTALLATIQV NOTES: 1. SASH SIZE: 50 7/16" X 48 1/4". �� 2. D.L.D� 47 5/3" X 43 5/8". MISSILELEVEL D,W/NDZQM54,ANDHVHZ 3. HARDWARE: WITH GLAZINGE o. (1) METALLIC CAM LOCK, LOCATED MIDSPAN, OF TOP AND ANCHORED TO FIXED MEETING RAIL b.(2) SPIRAL BALANCE LOCATED ON .EACH JAMB: wam c.(2), BALANCE SHOES LOCATED ON EACH SASH BOTTOM' V.L RAIL 'END, 4. NO REINFORCEMENTS. 5� 5. ALL UNITS RATED UP TO t60.OPSF MAY BE INSTALLED WITHOUT ANCHORS AT THE SILL. DESIGN PRESSURE RATING IMPACT RATNG 360.OPSF LARGEANO SMALL MISSILE IMPACT .rmc.Tb 3/1 v 1/B" ANN. .090" SAFETY -PLUS It BY EASTMAN ,1/,8" ANN EXTERXM /NTERIOA I WEDGE GASKET: 1 2541 BY MP) FPVC 65 DUROMETER STRUCTURAL SEALANT SIKAFLEX_ 552 SETTINGJ. BLOCK (30096) 3/4"'BITE 85 OUROMETER BY CENTRAL RUBBER EXTRUSIONS r�rss—� LAZING DETAIL E I SERIES FWI 1000 IMPACT„ SINGLE HUNG WINDOW ELEVATIONS , oxc xo. i i -08-02476 Pac 08/20/14 —6 OF 12 SIGNED. 12262017 Luis R. Lomos P.E. FL No.: 62514 12 13 16 HORIZONTAL SECTION WTERIOR XMRIOR nay VWYA FOR ILLUSTRATION PURPOSES ONLY FOR INSTALLATION DETAILS REFER TO SHEETS 9-12 1 n EA VERTICAL SECTION RMON5 - DFS(xY1Cx W2 wMYgFD A I REVISED DtAZwGDEia15 i]/26/1) R.L. I VERTICAL SECTION SERIES FWI 1000 IMPACT SINGLE HUNG• WINDOW B.O.M. AND CROSS SECTIONS " Dx0 w. 08-02476 ooE 08/20/145"U7 OF- LflO6FRIaLOw6P.E 14II KOODFMDflD IE WLSVC[ENL3>D3J usaeeare AA,�.xye.m� ' i li , i 7R Luis R. Lomas P.E. FL No.: 62514 WOOD OR BACKER ROD k APPROVED SEALANT EXTERIOR SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN. ..EDGE DISTANCE I7/16" MIN. EMBEDMENT. SHIM SPACE #14 WOOD SCREW #14 WOOD SCREW 1/4" MAX. SHIM (SPACE I 1 7/16" MIN. EMBEDMENT 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WD0D FRAMINGOR2XBUCKIN5TALLATKXJ STANDARD SILL SHOWN, HI RISE SIMILAR i I REVLSED GIADND DETNLS i I 1 7/16' MIN. 1/4" MAX. � EMBEDMENT SHIM SPACE L r fNTERIOR 5[B" MIN. EDGEDISTANCE WOOD FRAMING J 1— EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS g APPROVED SEALANT JAMB INSTALLATION DETAIL WDCD FRAMING OR 2X BUCK INSTALL477ON I NOTES 1. WTERIOR AND EXTERIOR FWISHES; BYOTHERS, NOTSHOWNFORCIARRY. I' 2 PERIMETER ANDJOINTSEALINTSYOTHERS TO BE DESIGNEDINACCORDANCEM ASTME2112 I SERIES 'FW1. 1000 IMPACT SINGLE HUNG WINDOW INSTALLATION DETAILS. NTS Itl2 R.L L.T. R. Lonius. P.E. FL No.: 62514 STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR BACKER ROD &APPROVED SEALANT 5/8' MIN } EDGE DISTANCE 1/4' MAX. SHIM SPACE #14 SMS OR SELF DRILLING c'REW INTERIOR R14 SMS OR SELF DRILLING SCREW 1/4' MAX. SHIM SPACE v4t MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION STANDARD SILT; SHOWN, HI RISE SI I I i 1/4' MAX. r SHIM SPACE INTERIOR 5/B' MIN. EDGE DISTANCE _-1 R14 SMS DR SELF DRILLING' SCREWS I METAL - STRUCTURE EXTERIOR ' BY OTHERS ROD APBACKER. &AP PROVED SEALANT JAMB INSTALLATION DETAIL METAL ST RUCTURE ASTALLATION �I NOTES: 1.1 T 910RAND ECTEPoORFTNIS ,BVORIEHS, NOTSHOWNFORCLART. 2: PERAETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE MM ASTM E2112 Eas[ern t� ...vw wa4iwv SERIES FWI 1000 IMPACT �I SINGLE HUNG WINDOW INSTALLATION DETAILS NTS 1-'L 08/20/14 1IKL'9 OF '12 L ROBDTTOLDVA.S PE 10]2 NOOOFOIiU RD 1fl115v41E. NG 21D2T ..ueaeasre ,m,w�vwna%mm ; 'I I I' wa Luis R. Lvmos P.E. FL No: 62514 CONCRETE/MASONRY 2• MIN' By OTHERS EDGE DISTANCE • a i 1/4"'MIN. • , . °4 ' EMBEDMENT OPTIONAL IX,SUCK ' SEE NOTES '3 — 7 SHEET 1 BACKER ROD BRIM HIM AX SPPACE. & APPROVED SEALANT 1/A^ TAPCON , EXTERIOR I I INTERIOR rev oLsaanlox wa N A REUSED GIA2ING,DETAYS 12/26/1T RL: 1 1/4• MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK ••'d 1/4' MAX. SEE NOTES 3 — 7 'SHIM SPACE SHEET 1 1/4' TAPCON= INTERIOR 2- V I MIN. EDGE '.DISTANCE ' EXTERIOR BACKER. ROD • & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETSM NRYINSTALLATION 1/4' TAPCON � I BACKER ROD 'NOTES. & APPROVED 1.lNTERIORAND IXTE(i/Oq FIN5HE5,BY 01>IERS :. SEALANT 1/4•'NAX. NOTSHOWNFORCLARITK SHIM SPACE 2PERIMETERANDJOWTSE4LW7BYOTNERSTOBE 1 OPTIONAL 1X BUCK OESIGNEDINACCORDAYCEWITHASTME2112. SEE NOTE 3 — 7 I SIGNED: 12/262017 SHEET 1 _{ Eas 11111111!!! Lo�/Y,, 1/4' Y I AIMPACT .5 0. r •�%GEN0 MIN. '• II,��i.+' .. :.... >ny. i1�, q• n EMBEDMENT • •• • • 1SERIES FWI 1000 1'*• G f= ' SINGLE HUNG WINDOW INSTALLATION DETAILS /7s/rYxBr - 9E OF CONCRETE/MASONRY MIN. °6"•x: pvu xo xIN BY OTHERS EDG2" VERTICAL —02476 !1 OBr10 A 4//SIDNA'tEN`�O CROSS SECTION sr'+L Nis °`n 0e/20/14 of 12 CONCRETEVASONRYINSTALLATIQY STANDARD SILL SHOWAC HI RISE SW [:RDBERTDLWPI E Wis R. Lomas P.E. Nat wUOBrORD noLtvsLE nc zron FL No.: 62514 I asx4aso6o9 rlbAaxQlbnurpewm I #10 WOOD_ SCREW 7/16' MI EDGE DISTAI EXT! 7/16' MIN EDGE DISTANCE #10 WOOD SCREW VERTICAL CROSS SECTION WO0DFRAMINGOR2 8UCKwSTALLAnON WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE WOOD FRAMING By .OTHERS i I I 1/4" MAX HIM SPACE ,INTERIOR I 1 a/8" MIN. ,EMBEDMENT I #10 WOOD SCREW 7/16' MIN EXTERIOR; EDGE DISTANCE � JAMB' INSTALLATION DETAIL WOOD FAAMWGOAIX BUCKINSTAIL1nON I I I' I NOTES:. 1. INTEHIORANOE ERIORFWISHES, BY OTHERS, '1/4'MAX NOTSHOWNFORCLARIN. SHIM SPACE 2PERIMETERANDJOINTSEAL SYOTHERSTOBE DESIGNED IN ACCORDANCE WNH ASTM M 12 WOOD ��(�:,^. ^�:'.:::_."e FRAMING BY OTHERS 'SERIES FWI 1000:: IMPACT I; SINGLE HUNG WINDOW INSTALLATION (DETAILS 'I R.L. SIGNED: Lai. R. Lomas PSE. FL No.: 62514