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Home My WebLink AboutProduct Approval; Single Hung Windows1/28/2020 Florida Building Code Online Jv Business & Professional acis Home I Leg In I User Registration I Hot Topics I submit surcharge I Stabs & Faar I Publimtlons I Contact Us acts site Map I Unks search Floddapr : l Product Approval R USER: Public User Product ARP.l Menu > Predac[ or Application Search > AoolicaHen ❑st > Application Detail FL # FL29458-R1 Application Type Revision Code Version 2017 Application Status Approved Comments public comment;Remove proprietary note.11/26/19 Archived O Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 dmark@pgtindustries.com Authorized Signature ]ens Rosowskl jmsowskl@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr REVIEWED FOR N Venice, FL 34275 Imiller@pgtnduOsW �E COMPLIANCE Quality Assurance Representative ST• LUCIE COUNTY Address/Phone/Emall BOCCj Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code W3 Validation Checklist - HarcimPy Received FL29458 RI COI C rt of lnde endence.Ddf Standard TAS-202 Year 1994 FILE COPY httPsJlwww.floridabuilding.org/prlpr app d6.aspxTparam=wGEVXQWfDgvTnWPlazlv9NIET°/a2fkUwuKN16rgybCvLMa3EE°/a2fjUdx)(ma/3d%3d 1/28/2020 Florida Building Code Online ' -1 Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 10/17/2019 10/17/2019 10/22/2019 12/10/2019 FL # Model, Number or Name Description 29458.1 SH-4000A Non -Impact, Aluminum Single Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL29458 RI II 4000SH PGT FPA.odf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL29458 R3 AE 4000SH PGT EnD Eval,pdf performance Information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing Information. Back Noxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Co _ ght 20117-2013 state of Florlda.:: Privasie,Statement :: AccesslpI& Statement :: Refund Statement Under Florlda law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -pursuant to section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® ® ® tZ'F=CM E Credit Card j Safe , hdps://www.floridabuilding.org/prlpr app_ g.aspx?param=wGEVXQwtDgvTnWPlazlv9NlET°/a2fkUwuKN16rgybCvLMa3EE°/a2fJUdxXmQa/a3da/e3d 212 SERIES 4000A NON -IMPACT SINGLE HUNG WINDOW !)THIS PRODUCT HAS BEEN DESIGNED & TESTED TD COMPLY WITH THE REQUIREMENTS OF THEFLORICABUILOINGOOOE, INCLUDING WE HIGH VELOCRYHURRICANELONE(HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 3. ALL WOOD BUCKS LESSTHAN I-UTWICKARE TO BE CONSIDERED IX e'MAX. mom INSTALLATIONS. IX WOOD BUMS ME OPTIONAL IF UNIT IS INSTALLED CEN EROF DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12'7HICK MEETING PAIL OR GREATER 1X AND 7X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLYWANSFER LOADSTOWM STRUCTURE W000 BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR WSEDMENTTO BASE MATEItM SHALL BE EEYONO WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. e'MAX.FROM INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALWG/FIASHING OENTEROF- LLBEDON STRATEGYFORWATERRESISTANCEOFINSTALLATIONSHAEBY MEETING RAIL OTHERS AND IS BEYOND THE SCOPE OF THESE INSIAUC110NS. 1 5) SHIMS ME REQUIRED AT EACH FLANGE ANCHOR LOCATION MERE WE 9-M PRODUCT IS NOT FLUSH TO THE SUBSTRATE USE SHMS CAPABLE OF TRANSFERRING APPLIEDDS LOAM. WOOD BUCKS, BY OTHERS, MUST SE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE W n 5}2-IW -B TIPOW 52-SEEO.C. 53 BUCK WIDTH ONOTH SEE O.C. ON NO ANCHORS TABLE 4, Rr OyIREp IN HEADf 9.MAIL &1?MAK -�-i SHEET] I 4s-1311s WSBLE LIGHT 'I}�• ISEE Q L TABLE 3 L A 7. BUCK SEE O.C. ON TABLE4, HEIGHT SHEET3 TB'T SEETIP-TOTABLE3 id TIP HEIGHT SlWMAIL. -B NOANWORS -' REQUIRED W SILL 0}1116' WsIeLE ucHr t I D 6' MAX. O.C. Ti, BUCK HEIGHT 1 WNDOW. TYP. FLANGE FRAME. TYP. INTEGRAL FIN FRAME 6) WE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST ANCHOR LOCATIONS Cal MAX SIZE ANCHOR LOCATIONS a MAK SIZE THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. (INSTALLEDWITH SCREWS) WE =% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OFANCHORS INTO WOOD. ANCHORSTRATCOME INTO CONTACTINITH OTHER DISSIMILAR MATERVMS WW-{ Fes- 114--1 I- TABLE 3' REQUIREMENTS OFTHEFLORIDA BUILDING CODE FOR CORROSION I I I RESISTANCE 16-ANNEDEE)OR Y18'ANNEAIFD OR ALEDOR 1 TEMPENEDEDOR TEMPERED TEMPENEDGVSS TEMPEREDGLASS El TYP. GLAZING DETAIL Glass Types 1 1/e' Annealed 2 1118dTompered 3 3116•Annenled 4 3116- Tempered 5 1hr Amlealed 6 114'Tempemd 7 1/9" Armealed, 1/4' Airspace, 1/8" Annealed 8 3116'Anneoled. IWAArspaco, l/8•Annealed 9 1/8" Tempered 1/4' Airspace,!IS, Tmpmd 10 3116'Umpd,!/,•Airspace, 1/8'Tempered ere 1/8'GLAZING 311WGLAZING 1/4"GLAZING GLASS TYPES I&2 GLASS TYPES 3&4 GLASSTYPES5&6 GLASS STA K� GLASS STACK W ANNEALED OR TEMPERED GlA55 19'ANNEALED OR fL TEMPERED GLASS 114'AIRSPACE tl4•AIRSPACE VB'ANNEALEDOR j- WWANNEALEDOR-. TEMPEREDGIASG TEMPERED GLASS 1/2" I.G. GLAZING 9/18" I.G. GLAZING GIASSTYPES7&9 GLASS TYPES 8&10 DESIGN PRESSURE RATING IMPACT RATING (GLASS TYPE 1) SEE TABLE 2 NOT RATED FOR IMPACTRESISTANCE DESIGN PRESSURE RATING IIMPACT (GLASSTYPES24o) RATING +50/-50 PSF NOT RATEDFOR IMPACTRESISTANCE I SH WINDOW INSTALLATION 53-I W BUCK WIDTH .D 1 3•MAX. 451311fi' VISIBLE LIGHT VISIBLSISU `! E LIGHT 47.11/1W VISIBLE - LIGHT BUCK HEIGHT D 3' MAX. fi' MAX.O.C. TYP. INTEGRAL FIN FRAME ANCHOR LOCATIONS A MAX SIZE (INSTALLED VMH NAILS Design Pressure (lbslR2)for Glass Type 3 Window Beek Width 16-1/8' 25-1/2' 32 38' 40" 44• 4W 52-1/8• 2Z' +/-50.0 +/-50.0 _+/-SOG +1-50.0 +1-50.0 +1-SGO +/-50.0 +1-50.0 36' H-50.0 +/-50.0 +/-50.0 +1-50.0 +I-50.0 +/-50.0 H-50.0 +1-50.0 IS 3738• +/-50.0 '+1-50.0 +/-50.0 +1-60.0 H-50.0 +1-50.0 +/-50.0 +/-50.0 s - 44• +/-50.0 •/-50.0 -+/-50.0 +1-50.0 +1-50.0 +/-50.0 H-46.0 H-41.4 48• +/-50.0 H-G0.0 +1-50.0 H-50.0 +1-50.0 H-50.0 +/-45,0 +/-40.1 m 41 ba• +/-50.0 . y-50.0 .. +/-50.0 +/-50.0 +1-50.0 +/-50.0 +/-44.9 +/-39.9 60' +/-50.0 H-50.0 +I-50.0 H-50.0 4/-50.0 +/-48] +1-43.9 +/-39.9 62' +/-50.0 +1-50.0 +/-50.0 +/-50.0 +/-50.0 +/-47.9 e/-43.3 +/-39.7 72' +/-60.0 N-50.0 1 +1-50.0 -+/_50;0 +l-47.0 H-427 H-39.6 +/-37.0 7r +/-60.0 +1-50.0 +/-50.0 +/-48.6 +/-44.2 •/-40.3 +1-37.7 +/-MS I GENERAL NOTES & ELEVATION ADDED 1/4" GLAZING. SH-4000A I NTS 1 1 OF 4 J ROSOWSKI Dote: 04/12/19 Rw. BY: Frv. DOG: JR 10/03/19 �fy Na Ra SH4000FLPA B *, No. 68705 *, a.A Q: �O TE F9 T .• sLOft10P �'� ZONAL ALA A. LYNN MILLER P.E. P Ee 5A745 NOANCHORSREQUIREDIN EMBEDMENT FLANGE FRAME HEAD / / /// 12 INSULATED BHOWN f % DIST� CE MONOLITHIC GLAMNG SHOVM MONOLITHIC GUIDNG SHOWN IBUCK IMDTH — f'� TIP-TPTIPNIDTH HORIZONTAL SECTION A -A SHOWN INSTALLED THRU 1K BUCKSTRIP EXTERIOR V EMBEDMENT EDGE DISTAN< I 012 STEEL SELF-DIVU SMs (05) ;i SHOWN INSTALLED DIRECTLYINTO METAL INSTALLED INTOAPPROVED ALUMINUM, STEEL FRAMING ORSTEELSTUD- NOTES _ ` 1)USE ONY SUBSTRATEAPPROPRIATE '9 \ ANCNORENTANDEDGEDETANCE W - \ EMBEDMENTAND EDGE DIBTANCE ABLE 3-THR0 GHFRAME ANCHORS UMITS.AN(INSTALLADONOPTION Minimm Max. O.Q. B SHOWN MAY BE USED ONANY SIDE OF Anchor substrate (Edge It mum (Above l Belm TIP THEWINDI Distance an cirrhent Mee0n9 Ralf) SE2STEE R LOCKS AT SEE (G5) TOP SASH 2) MASONRY ANCHORS MAY BE USED P.T. Southern Pim (SG -. 55) 911E 1.w 21.123' BUCK RAIL INTONOODASPERTABLE3.ALLN000 M2 Steel Aluminum 5053T5 min. 314' 0.07r 21'/23' HEIGHT BOTTOM BE CONSIDERED 1RED 1K1NTALLATIMS 1K Sc.(GS) Steel Stud, Gr. 33 muh. 31B' 0.045-(20Ga) 21'/23' LIFTRAIL VpODBUCKSAREORONALIFUNRIS A35 Steel 3`B' 0.050' 21'123' -�. INSTALLED DIRECTLY TO SUBTRATE P.T. Seuthan Pine (SG=.55) 1' law 21'/?3' N000 BUCKS DEPICTEDAS 2K ARE 1-1? T THICKORGREATER.IKANDUBUCKS 1/4'Steel Concrete(min. Z9 kw) 1-1/B' I-W 21'/23' INSULATED 35 (WHENUSED)SHALLBEOESIGNEDTO Ultrecon Grouted CIVIL,(ASIM G90) 2-10 1.9/4• 27•/23• EXTERIOR GLAUNG PROPERLYTRANSFERLOADSTOTHEI-I SHGVM 31 STRUCTURE. WOODBUGKDESIGNAND Ungcuted CMU,(ASTM C-90) I-itr I-Iw 12-1/4"112-11V V h, 11 INTALIABONIS THE RESPONSIBILRYOF P.T. Seuthem Pine (Sr =.55) _ 1' 13lB' 21'/23' THEENGMEERORARCHITECTOF _ - RECORD.. Ve41DSS Concrete (min. 335 ksi) 1- — -14/4' 21'/23' MULLION SECTION EXTERIOR-� CmteFle[ Concrete (mm. 3.35 ksi) 2-1 z 1' 21' / 23' VEPRTICALOR HOR¢OMAL ` 3) SEE STREET 16 TABLE 3 FOR SPACING Ungrouted CMU.(ASTM G90) 1-3r4' _ 1-1/4' 21'123' C REQUIREMENTS. 1) ANCHOR MUST MU` VMA SMIMY B OF 3 THREADS BEYOND ANY METAL TI SUBSTRATE Y 6)MgK. SWIM THICKNESSTO BE 1f4'. 2)'UNGROVIED CMU'VALUES MY BE USED FORGROLITED LMUAPPUCATONS. 5) GLASS SHOWN IS FOR ILLUSTRATNE PURPOSES ONLY AND MAY DIFFER TO MEETDESIGNREQUIREMENTS. .ry,1"rhlh�. NO ANCHORS REQUIRED IN FLANGE FRAME SILL VERTICAL SECTION B-B EMBEDMENT �- EDGE EDGE �J EDGE DISTANCE DISTANCE DISTANCE I L INSTALLED DIRECTLY Iwo EDGEINSULATED iwSHOWN 2T6 METALDISTANCE .EMBEDMENT 12 SHOMGLABNG ID EMBEDMENT !!! SELF-0RRIDSTEELRLNG Fn MONOLITHIC SMS (05) - e t SHOWN BUCK }x HEIGHT 5{(yam INSULATED)! L GIANG J SHOWN j> EXTERIOR a MONOLITHIC GLALN(l SHOWN LOCKS AT TOPSASH RAIL. OR BOTTOM LLFTRAIL --"I EMBEDMENT r— VERTICAL SECTION D-D EXTERIOR V SUCK WDTH — HORIZONTAL SECTION C-C Anchor SYbsbab Min. 6n5nBme'rtor Metal TleNem Min. US. Mmnce Nai. OncenNr ... On.D.C.omer Max. DiNan" 2-I? x.113• Sex Nail P.TSZe -Pire(SG•.55) g• HeoNSie S, HJames 2-]/F 2-10 x.13PGammon Na3 P.T. SxtMm PIN ISO •.55) __ 3'F 2-1? x.145' Rao4g Nail P.T. SoaMem Pine (SG =.M) - 3/F mosuaI SMG Scnnx IDS) P.T. Sootlem Pi.(SG=.55) 14ifw 1/Y 11A/1F®Heai/SIII 20' ®Jmnba &1? A—iiaan, 6063-TS Mtn BD YF Steel sw Gr.33 inh 0.045 31F A385teel mow 3/F 012 Steel SMS Suer IDS) P.T. SoWnm Pine lSG •.55) 1�IF S/1F 3S1/8- ® HaaNSil 2W@.I;*s &1? Aluminum, 5 IiS min. 0.12E 711E bl. SM1q Gr. 33 min. 0DW ]I1F A3fi Stml _ D.DT1' - 711E APPROVEDALUMINUM,STEEL FRAMINGORSTEELSTUD. MULLION SECTION 1)ANCHOR MUST EXTEND A MINIMUM OF 3 THREADS BEYOND ANY METAL SUETPATE, APPROVED MULLION. MAY BE AD OR HE%HEAD ARE ACCEPTABLE FORtl10 SCREW, FOR 12 SCREW, USE VERTICAL OR XOR20MAL O LYPANO,ADOR ONLY PANHEAD OR HEXHEAD. NOTES I) USE _ RS LISTED INAPPROPRIATE ANCHORS LISTED BEDMENT AND EDGE DISTANCE ISTAN EDW UM". ANY`IlC�ONVOEl DISTANCE IFNSTAU.A ON OPTION SHIOWN MAY BE WED ON `��SF ANY SIDEOF THE WINDOW TiNN Drum eY Q*.' 2) U MODFRAMINGOR BUCK I-IWTHICKOR SH WINDOW INSTALLATION J ROSOWS_KI T4? No. 58705 GREATER Wrt'nPL'en: lMn: _= _ 3)SEESHEETI FORSPACINGREOUIREMENTS. INSTALLATION FOR FIN WINDOWS 04/12/19 1moTEaaoLaoY DRIVE =9P 1:a ID I�j; 4)MAKSHIMTHICKNESSTOBEIN; ReAvv- �'.�R•r. �: R VEMCl; FL 342T5 (BVENC R %O Eli 5)GLASSSHWJNISFOR ILWS11tATNE B) ADDED 1/4n GLAZING. JR 10/03119al - �'''S�ONAL,S PURPOSES SexeNaat Smb: meet Om•AO ty R4r. MEET SH-4000A NTS 30F4 SH4000FLPA B wToausMaoivmvss "1 Ri0M'8"` A.MILLER P.E. - REGISTRATONu28208 PEP SB)DS Item a Description 1 Flange Frame Head 2 Flange Flame Sill 3 Flange Frame Jamb 4 Integral Fin Frame Head -- 5 Integral Fin Frame Sill 6 Integral Fin Frame Jamb 7 Sash Bottom Rail 8 Sash Top Rail 9 HD Fixed Meeting Rail 10 Sash Side Rail 11 Sash Bottom Lock 12 Vinyl Sash Stop 20 Vinyl Bulb, Flex PVC 70 23 Fixed Meeting Rail Plug Gasket, Rigid PVC 24 Wstp.,187' X.230' Fin Seal 25 Sash Side Rail Gasket, Polyethelyne 26 Balance Take-out Clip 27 Balance 28 Sash Cam, Nylon 29 Sweep Latch, Zinc 30 R6 X 519' Ph. FI. SMS Latch Screws 31 Setting Block 1/8' X1/2' X1', EPDM 36 Sash Bottom Lock Spring 38- Glazing Sealant 40 Vinyl Glass Bead (1/8' Glass) _ 41 Vinnyl Glass Bead (3/16' Glass) 43 Vinyl Glass Head (I.G.) 44 Kommerlirg Kodispace 4SG TPS 45 Quanex super Spacer with Hot-meB Bulyl 46 1 Metal IG Spacer 2.e0r .O FLANGE FRAME HEAD 60fiiT6AWMINUM A- A99' 2.W 0.2 FIANGEFRAMESIU. 6O T6ALUMINUM 2.OSr 3.225' oso' 999' 1.125' LOSP O60' .O,NTEGRAL FIN FRAME JA6,B 2056' 606}TSALUMINUM 0INTECR FINFRA MESU �'J 606}T6 ALUMINUM �Fn d]0 1.T63' A50' wr 4 ,.OW SASH SIDE RAIL fe 60 TBALUMINUM HDFMEDMEETING ORAIL Sob TGALUMINUM 2.590' 2 Der o6Y — 1.9ar rfttt'} .05P O6r 06r u1 .esr -4-- 0FLANG ALUMINJAMB WN TSALFINFRAME HEAD 6063•T6 ALUMOYUM °Q sOra-T$ALUMINUM 1.026' �-- zest' 0sr asr OSASH BOTTOM RAIL OSASH TOP RAIL 6061T6 ALUMNUM 606}TIIALUMINUM y.7L��T'T..Osr— SASH BOTTOM LOCK RAIL 6 T6 ALUMINUM