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Home My WebLink AboutLipson Product ApprovalFlorida Building Code Online SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Product Approval USER: Public User dUpr .,.7 Page 1 of 2 �t. anxm:w- o-«mwww Publications Contact Us SCIS Site Map Links Search Product Approval Menu > Procuct or Application Search > Aoplicabon Lrst > Application Detail/j w _ FL # f.FL29458-R1 -- - Application Type Revision f Code Version 2017 Application Status Approved Comments iic comment;Remove proprietary note.11/26/19 Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email PGT Industries 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Lynn Miller, P.E. 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category indows SubcategorySingle Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method A. Lynn Miller, P.E. PE -58705 Keystone Certifications, Inc. 02/19/2023 Steven M. Urich, PE q Validation Checklist - Hardcopy Received FL29458 R1 COI Cert of Indeoendence.odf Standard TAS -202 Method 1 Option D Year 1994 I,t+..�•//,, ...,, 41.,+;rinh�ail�iner nrrT/v%r/nr oran tit] acnv7naram=oarf:FVXfhartl)nvTnWPI A-Av i nn i /?n?n SERIES 4000A NON -IMPACT SINGLE HUNG WINDOW Glass Types tro' TIP-TaTP wlmH 16'Aw.W d Sz_1ts- suC; wmlH 1/8• T.Rp-d 3117 MIwN1d 4 3110' Twq..d 52-1N OUCHYAO 1/4- AM.W d B 7 SEE D D ON S 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REOIXREM[3M OF THE FLOROA BUILDINGOADE, INCLUDING THE HIGH ITY HU VELOCITY 2DIE(WIW. B 1/B- T -p -A 114' Ae.pc., IIS T-pr.d 10 SINS" T. W-4 1/r A:q-, 1/e- T pv.d ORS NO ANGNR3 REQUIRED A HEAD 9'mkx 5-12'MAXJ TABLE 4, SHEET 3 � GLASS TYPES 7 A 9 52-1�D-BUGK 4BS.' +/-50.0 +/-50.0 ./-50.03.0 /-50.0 w/-50.0 M "-V w/-30.5 H- 50.0 +/-500 +/- 50.0 « 0 -A 50.0 +1- 48.7 +1-µ.9 +/- 39.9 87 2) SHUTTERS E REQUIRED WHEN USED N WIND-BORNE DEBRIS REGIONS ARE 77 -1-50.01,1 50 D +/- 50.0 _I/50.0 H- 47.0 a/- 4L7 +/- 30.01-t-370 7T +1- 50.0 +1-5001+1-50.0 +1-4&5 +1-442 +/- 40.3 3) NASONRYANCHORS MAY BE USED INTO WOOD AS PER TABLE 3. ALLµ. A �1Yt6 VI86LE LIGHT G 4613!'6 C 13/1S' WOOD BUCKS (ESS THAN 1-1? THICK ARE TO RE CONSOERED 1K INSTAlATIONS, 1X WOOD SOCKS ARE CPTIONAL IF UNIT 13INSTALLED Y FROM ENTER OF SEE TABLE 3 VISIBLE LIGHT v69LE LIGNT DIRECTLY TO SUBSTRATE WOOD SUCKS DEPICTED AS 2X ARE 1-1l THICK OR GREATER. IX 2X BACKS RAR 1 AND WIENN USED) SHVLLL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK OESIGN A ]]- 1_ SMoe ON C 61 MAX.OC. AND YNSTALIATgN 6 TIE RESPOISIR.T' 6 THE ENG WEER OR BUCK TABLE 4, ARCHITECT OF RECORD HEK;l1T BHIEEfJ 4) ANCHOR EMBEDMENT TO BASE MATID-SHALL BE BEYOND MALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH. r MMA(. FROM 35 -IOW TL � 35-1ow 77' 77' INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALI CENTER mlK SEEVIS♦ BUCK lbllp' VISIBLE STRATEGY FOR IIWTER RF-SUSTANCE OF NSTALLATKN SHALL SE DONE MEETING WUL LIGHT 'TABLE EIGHT L)OHf 4]-11/10 !EIGHT L�'I1T 47-11/18' �K;M OTHERS AND W SEYW70 THIS SCOPE OF THESE NSYRlKTXINS. 1 VISISE LIGHT y 1 I L W!JBLE LYi11r 1 VISIBLE LIGHT 5)SHMS ARE REQUIRED AT EACH FLNGEANgfOR LOCdT10N 1VHERE RtOdDCT IS NOT FLUSH TO THE SUBSTRATE USE SFsi6 CJIPABLE OF iRAMSFERRING APPLIED LOADS WOOD NICKS. BY OTHERS. MBI3T BE 91 MAX 1- �® -ANCHORS 612T' MAX SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE REQUIRED IN SILL 1 D O 3" MAX. WNDOW. TYP. FLANGE FRAME TYP. INTEGRAL 1 -IN FRAME TYP INTEGRAL FIN FRAME G THE ANCHORAGE METHODS WGLWN HAVE BEEN DESIGNED TO RESIST ANCHOR LOCATION$ @ MAX SIZE ANCHOR LOCATIONS A MAX. SIZE ANCHOR LOCATIONS 91) MAX SIZE THE WIND Laos CORRESPONDING TO THE REQUIRED DESIGN THE M113% STRESS INCREASE HAS NOT BEEN USED IN THE TDESIGN OF {INSTALLED 1A9Ti1 SCREYVS INSTALLED WUTH NILS PRODUCT. THE 1.5 LOM DURATION FACTOR NWS USED FOR THE EVALUATION OF ANCHORS INTO MOO ANCHORS THATCOME INTO REQUIREMENTS DTH6eD®RB BUILDING ODEF LMEETTNE Us'+� Imo. ]na• _-'-•'•�•"---1]4' 1 0 RESISTANEMS of THE FLORIDAOIIIlDe40 CODE FIXt CORROSION I I RESISTANCE 12' NDM I ASS SITE L � \-I TYR GLAZING DETAIL Y1.'ANEAPDOR 1/S'AINEALED OR TEMPERED GLASS i/4'ANNFAIED DTL TEMPERED GLASS TEAPER__Z Glass Types 1 16'Aw.W d 2 3 1/8• T.Rp-d 3117 MIwN1d 4 3110' Twq..d 5 1/4- AM.W d B 7 114- T -9-d 114' AmrONd, Ur Ainp.eq 1/1"Antaoi.d S 3/18' ANH.M.Q 11C Ah"u.. 119" Aln.dNd B 1/B- T -p -A 114' Ae.pc., IIS T-pr.d 10 SINS" T. W-4 1/r A:q-, 1/e- T pv.d Y1.'ANEAPDOR 1/S'AINEALED OR TEMPERED GLASS i/4'ANNFAIED DTL TEMPERED GLASS TEAPER__Z 118' GLAZING 3116" GLAZING 1/4' GLAZING GLASS TYPES I i2 GLASS TYPES 384 GLASS TYPES 5 LS OR SEETABLE2 NOTRATFDFOR _ Qjja- G GLASS STACK GLASS SNACK RS. 1/.'ANNEAIED OR WANNENEDOR 1M'AIRSPAOE S TEMPERED OIA8B Bid TEMPERED WAIRSPACE U6ANNEALEDOR 3'16 ANNEALED OR TEMPERED GLASS TEMPERED GLASS 1/2" I.G. GLAZING 9116" I.G. GLAZING GLASS TYPES 7 A 9 GLASS TYPES B S 10 DESIGN PRESSURE RATBNG (GLASS TYPE ,) NPACTRATNG SEETABLE2 NOTRATFDFOR 27 NPACT RESISTANCE SH WINDOW INSTALLATION D..=,I- L SIGN PRESSURE RAT.NG GENERAL NOTES & ELEVATION (CUSS TYPE32-10) IMPACT RATING Rn3Non +50/-50 PSFNOT RATED FOR B) ADDED 1/4" GLAZING. IMPACT RESISTANCE SH -4000A I NTS I 1 OF 4 Design Pressure (IDse) for Glass Type 1 W BCK VVIO 18-1/T 25-1? 37 3T 4D''W 4S 52-V8' J ROSOWSKI 27 +/- 50.0 +/- 50 0 1/- 5(l0 N- 50.0 +1.50.0 +/- 50.0 +/- 50.0 +1.50.0 1070 TEGMgLOGY DHVE N. VENICE. FL 34M/19B 3e`+/. 500 -1-50.0 -/-50.01-1-50.0 +/- 50.0 +/- 50.0 +l- 50.0 +/- 50.0 37 -YT •/- 50 0 a1-500 +/-50.01.1-50.0 +/- 50.0 •/- -01-500 40 +/-500 +/-500 H-50,01-/- 500 +/-50.o •/-50.01-t- 40.0 •I-41.4 µ' +/-500 +1 WO +/- 50.0 «/- -/-60 0 •1-50.0 N-45.0 ./. µ.1 4BS.' +/-50.0 +/-50.0 ./-50.03.0 /-50.0 w/-50.0 M "-V w/-30.5 H- 50.0 +/-500 +/- 50.0 « 0 -A 50.0 +1- 48.7 +1-µ.9 +/- 39.9 87 +/_ 50.0 +1-50+0 +/-50.0 +/-%0 +1-50.0 7--479 11-43.31-1-397 77 -1-50.01,1 50 D +/- 50.0 _I/50.0 H- 47.0 a/- 4L7 +/- 30.01-t-370 7T +1- 50.0 +1-5001+1-50.0 +1-4&5 +1-442 +/- 40.3 �1Y LYN/y / * :N.. 587U5 ./ 1 (( A LYII�iIr."o p.E P.EA 58705 J ROSOWSKI 2/19 1070 TEGMgLOGY DHVE N. VENICE. FL 34M/19B tRZ3 m REGPSTRA. NdWBS NO ANCHORS REgXRED N FLANGE FRAME HAD M10lDLITI4C c NO SHOW 1 tl s HEIGHT THEIGHT HEIl GHT INSULATED' GLADNG '. SHOlM EXTERIOR a MO FLANGE LA1fE E SILL D PJ VJERTICAL SECTION B-8SECTION B-8 EMBEDMENT EDGE DISTANCE SHOVNN INSTAU-EDTHLI 1%t1Ut%STRP INSULATED GIA2M SHOVIN Buc%NIDTH — nP-TO-TM wOTN — HORIZONTAL SECTION A -A Andra NQM MMmMn lld a CIw-- 1) USE ONLY SUBSTRATE APPROPRNTE ANCHORS LBTEU IN TABLE 3. FOLCTN 0'1G EMBEDMENT AND EDGE DISTANCE \ LIMITS, ANY INSTALLATION OPTION At--,SW3-7S min_ SNDYW wr BE used ON—Sn1E aF LOC GS AT TE N1IbOW. TOP SASH 2) ANCHORS MAY BE USED RAL O%0J00D OD BUCKS Q$ K ARE TO LESS THAN 1-W THICK BUCKSSSIDE BDTTOM ED11-12'THICKARE COtBUCKSEO IX NSTALUTIUNS. 1x UFT RAR WOOD eVCIIIARE A4 W Sted YTOS B TUHT V TO SUBSTRATE. WOOD 1' EPT 2X ARE 1S 1N000 SLI KSDIIDEPICTED ' It Glt ATER U(DAS TN Oft A. 36 wAND2XFL, TO ii ED)st (NHEN USED) SNALL � DADS TO T E TRANSFERLOADSTOTHE 13(4• STRUCTURE. YADOD Bt1G( OESKBN AND STRUCTURE. 11 INSTALLATION IS THE RESMYSIBIL OF 1-vir I THE ENGINEER OR ARCHITECT OF 12414' 112-1/4' RECORD. P.T. SoLdhom PMu (SG =.SS) 3) SEE SHEET 15 TABLE 3 FOR SPACING 1318' fEQL4 EMENTS. 11C 410 SS Crd4Fkx 4) MAx, SHIM THICIQESB To BE - E -5) r 5)GLASS SHOIMI IS FOR LLUSTRATAIE 21'I2r PURPOSES ONLY AND MAY DIFFER TO 21.123' MEET DESIGN REQUIREMENTS. SHOVNN INSTAU-EDTHLI 1%t1Ut%STRP INSULATED GIA2M SHOVIN Buc%NIDTH — nP-TO-TM wOTN — HORIZONTAL SECTION A -A Andra wWfnam MMmMn lld a CIw-- VAX. O.C. B1IOed11>III[ (Abet2set w MeeOnp MIIN P.T. S-th—Pi- (SG =.55) 0'1G 1318" 21'/23' 1112 St" At--,SW3-7S min_ ale' 0 -MV 21•/23" SMS S,: (GS) Sled Slu4 Gr, 33 mkt 3/S 0.016' RD Ge; 21.12r A3e Stml QQ9TI 21-I= Sted P.T. - 5M 1' 13N' 21'123• (nun. 28 MM] 1-44 1315" 21'/23" Ulbcm 2.11r 13(4• 21'/ 23' UV -1 d CMU, (ASTM C-00) 1-vir I 1-1w 12414' 112-1/4' P.T. SoLdhom PMu (SG =.SS) 1' 1318' 21'1 2r 11C 410 SS Crd4Fkx CmcHde (Ain_ 335Ms) r 1.14' 21'I2r Cmerde (Bin. 3351.) 2.112' 1' 1 21.123' l rq.A d CIU, (ASTM G50) 1 -Nr 1-114• 21•123^ ,) Ant2xX1 eRIS I LA I LHI A A1IMIlnlall Ut J InNGYIs I1cTu11u Mi IAC HAI. J1iO3 Y IN I C. zI vwcRouTED caArvALUEs MAv eE usl:D FOR clloulm cAee AIWLKATMXIS. Y12 BTFFl c� 9M19 (O� ExTEI11OR V MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HDRIZONTAL. SH WINDOW INSTALLATION J ROSOWSKI LA t St INSTALLATION FOR FLANGE WINDOWS 04/12/19 +WOTECHIDLOOrI Aw. 1y. M. Bmr N. VB4CE F134275 N>inrn: B) ADDED 1!4" GLAZING. JR 10/03/18 (041)48a1HnB f�r>yyl>b{ Scvl>: est: 0-"V N>. R .' re .usns SH -4000A NTS 2 OF 4 SH4000FLPA B REc srnATwNr. ��' yyDENpF •'�� * W. 58705 #.= 'A ILY{�i MALS PF. RERNM