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HomeMy WebLinkAboutProduct Approval a Mu' 1� 3(d x&OL -4-bo -(oo PS F (AZ: 7-1 IP 3to�(o I Y2 a-bo --`o PSA- ui. .u; H 3(ox&l YZ 4.66 j ay YZ'X&j/Z +'60 S-k c c (otyz X60 u w �w 1 � SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Fi pica 4Product ApprovalUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Dekall FL# FL16379-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Simonton Windows Address/Phone/Email 1 Cochrane Ave Pennsboro,WV 26415 (614)532-3596 luanne.ha rris0simonton.com Authorized Signature Luanne Harris luanne.harris@simonton.com Technical Representative Tina Jenkins Address,/Phone/Email 1 Cochrane Drive Pennsboro,WV 26415 (304)420-9352 Tina.Jenki ns0simonton.com Quality Assurance Representative AAMA Address/Phone/Email 1827 Walden Office Square Suite 550 Schaumburg,IL 60173 (847)303-5664 webmaster@aamanet.org Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Scott Wolters,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16379 R1 COI Eva1Reoort-DA0Q11r1.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16379 R1 Eauiv SirnEx-PVC-Eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/27/2015 Date Validated 05/01/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL At Model,Number or Name Description 16379.1 StorrnBreaker Plus 300VL Vinyl Double Hung Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16379 R1 II DA0011ri.odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE#58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:37"x 76"(+60/-70 PSF)and 53"x 76"(+55/-58 FL16379 R1 AE EvalReoort-DA0011ri.odf PSF).Missile Impact Level: D Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),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 emails 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 H you are a licensee under Chapter 455,F.S.,please click JIM. Prodwt Approval Accepts: Credit Card safe uwsows rsn m ate S1MOMIDN ALL MODELS ARE VIEWED FROM THEEXTERIOR I MN= raA STH m=4 Re ut .mnma 1 tDCNRAIE AVE a6MW1O.W V]MUNI aaaaamea STORMBREAKER PLUS 300VL IMPACT RESISTANT VINYL DOUBLE HUNG WINDOW 53'OVERALL 37'OVERALL TESTED TO FRAME WIDTH FRAME WIDTH 1.� TONED ANO COMPLY WITH THE SIH EDITION(2014)FLORIDA BUILDING 45,75'MAX.D.L.O. 29.75'MAX. D.L.O.CODES,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 2.BASED ON LABORATORY TESTING,THIS PRODUCT IS 1 COMPLIANT WITH TAS 201/202/203 FOR LARGE MISSILE IMPACT PERFORMANCE. SHUTTERS ARE NOT REWIRED. 3.GLAZING AS INDICATED HEREIN COMPLIES WITH ASTM E 1300-04 4. HIGH QUALITY SILICONE CAULK SHALL BE USED AROUND ENTIRE WINDOW PERIMETER,INSIDE AND OUT,BY INSTALLER. 5. WOOD BUCKS(BY OTHERS)MUST SUSTAIN ALL IMPOSED LOADS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING aA4 WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. in J X 4 4 X 4 WOOD BUCKS,BY OTHERS,MUST BE PROPERLY ANCHORED r o 1 r d TO TRANSFER LOADS TO THE STRUCTURE AS APPROVED BY = n 4 4 = 4 THE AUTHORITY HAVING JURISDICTION. Wrs 6.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER i < INFILTRATION RESISTANCE OF INSTALLED PRODUCT ARE THE 4 4 7. ALL IBILITY OF OTHERS. T 7. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOW SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE O < O < PROTECTED TO PREVENT GALVANIC REACTIONS IN c d `� o ACCORDANCE WITH CODE REQUIREMENTS. n B.A WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR N d N c THE ANALYSIS OF WOOD SCREWS ONLY. 4 4 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +55 PSF/-58 PSF LARGE3 SMALL +60 PSF/-70 PSF LARGE k SMALL MISSILE IMPACT MISSILE IMPACT TABLE OF CONTENT'S DESCRIPTION 1 NOTES k TCAL ELEVATIONS E•'•y�: SIMON TON' 1 1 2 7' n YPISECTIONS No 56201 '•A: ZZ �. 3 7'X7' n • i.? a 4 H ONT k DETAILS Lucas A. _9: . :¢ unrlma I�"2"H ANCHORING LOCAnON$ Tume3F :9:• STATE OF •4i: LUCAS lU1rfNHt RPE/5801 8 CDM ENTS k BILL.OF MATERIALS 2015-04-27 '�0�.•,4 4;?�`� TURNER ENGMFERNG a m I:IT 7 19:32-04:00 'IFS•�OR1O:'0�,� TNM,W.FBPE ODA4997N �4s�ONA�EN•`• 1219 AMPA AVE,NORTH PORT,R amwmml wa mm ON Att. PN 04141WIA4,FAX 9414612591 GIDqK kV=A 1vRCAt 8AW704 Z i 3 16.0 ITW TAPCON N11maFs [ten �� ill PH WOOD SCREW S W / I Pewsn ANO*tM s FQN e1N M=4 Fac uT 4MIMS ?i 3/4"MIN. _ INSTALLATION ANCHOR s INSTALLATION ANCHOR 7 EDGE DISTANCE CONCRETE/MASONRY �m 2 1/2"MIN. (BY OTHERS) I EDGE DISTANCE BOY OTHERS)ASONRY I ( 2X BUCK G+ (BY OTHERS) 1%W000 BUCK SUCONE CAULK (BY OTHERS) SILICONE CAULK (INT.PERIMETER) SILICONE CAULK F- SILICONE CAULK (EXT.PERIMETER) (EXT.PERIMETER) (INT.PERIMETER) 1/4'MAX. 1 4 MAX. SHIM STACK / = SHIM STACK r ff EXTERIOR 4 INTERIOR EXTERIOR INTERIOR I VERTICAL CROSS SECTION VERTICAL CROSS SECTION 53" X 76" HEAD (2X BUCK) 53" X 76" HEAD (1X BUCK) STEEL REINFORCEMENT STEEL REINFORCEMENT EXTERIOR INTERIOR 1 �j\ VERTICAL CROSS SECTION 53" X 76" MEETING RAIL STEEL REINFORCEMENT t 1 1 1 EXTERIOR 1tlIEB1O@ EXTERIOR ,LNgBIOR W c 1/4"MAX SHIM STACK 1/4"MA%.,-- SILICONE CAULK SHIM STACK�-- (INT.PERIMETER) �flTf.$L SILICONE CAULK iX 1.SHIMS SHALL BE A-RIGID/STIFF-MATERIAL,PLASTIC OR METAL. SHIMS SI CONE CAULK"" (INT.PERI SILICONE CAULK (EXT.PERIMETER 1 2X BUCK (EXT.PERIMETER) (BY OTHERS) MUST BE USED WHEN GAP OF GREATER THAN 1/16"BETWEEN FRAME AND OPENING IS PRESENT AT THE ANCHOR LOCATION. MAX SHIM STACK 1/4". t (BY OTHERS) -' • 2. ONLY MIAMI—DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL ° e - FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. 4e010REWF�F4i a 3, WOOD SHALL BE SOUTHERN PIN MIN. WITH G-0.55 MIN. MASONRY SHALL BE CONCRETE/MASONRY' `��9 CENSF1A,`'t" CONCRETE/MASONRY 2 KS MIN. CONCRETE OR ASTM C90 CMU WITH 117 PCF MIN. (Br OTHERS) ,v (BY OTHERS) �SIMONTON* a Aom1 1 No 56201 ,z� 4 VERTICAL CROSS SECTION • °.S. �.VERTICAL CROSS SECTION I2/QP,S c«rr n.�. rau i 53" X 76" SILL(2X BUCK) 9, STATE OF '1 1J 53" X 76" SILL(IX BUCK) LUCAS A.TURIBCFLPE_1=1 F STEEL REINFORCEMENT 0�+: .?�`� STEEL REINFORCEMENT TURNER ENGINEERING 6 F,r x a 7 yFe• OR,o:'p��: TING.PIC,FBPE COA IM, . �'44ip��NA ioN44, 1239 JABARA ME.FNORTH PORT, T,A WMMM-10 Fun-oN rtx KT.Weee3 welrx awes eecxsxs sr x tr ena N ?i 3/16.0 ITW TAPCON 12 PH W000 SCREW w 1 SENSED A1g10RI.�rVR FM M=4 W uT 4/n/2M5 / INSTALLATION ANCHOR 7 W 3/4MIN. INSTALLATION ANCHOR 2 1/2'MIN. r c EDGE DISTANCE CONCRETE/MASONRY EDGE DISTANCE CONCRETE/MASONRY 1,p (BY OTHERS) `- (BY OTHERS) �w e ♦ d 2X BUCK • .. (BY OTHERS) IX WOOD BUCK (BY OTH_ 9UCONE CAULK SILICONE CAULK SILICONE CAULK (INT.PERIMETER) SILICONE CAULK" (INT.PERIMETER) (EXT.PERIMETER) (EXT.PERIMETER) ` 1/4'MAX 1/4'MAX. SHIM STACK SHIM STACK x x EXTERIOR 4 INTERIOR EX1EBlOR 4 INTERIOR 1 G l VERTICAL CROSS SECTION VERTICAL CROSS SECTION 37' X 76' HEAD (2X BUCK) 37 X 76 HEAD (1X BUCK) EXTERIOR INTERIOR ALUMINUM REINFORCEMENT ALUMINUM REINFORCEMENT 1 /31 VERTICAL CROSS SECTION 37' X 76'MEETING RAIL ALUMINUM REINFORCEMENT 1 I 1 = EXTERIOR INTERIOR EXTERIOR INTERIOR w 1/4'MAX.SHIM STACK1/4•MAX. SILICONE CAULK �-- SIUCONE CAULK SHIM STACK (INT.PERIMETER) 1. SHIMS SHALL BE A'RIGID/STIFF'MATERIAL,PLASTIC OR METAL. SHIMS I (INT.PERIMETER) SILICONE CAULK IX SUCK MUST BE USED WHEN GAP OF GREATER THAN 1/16•BETWEEN FRAME AND SIUCONE CAULK (EXT.PERIMETER) (BY OTHERS) OPENING IS PRESENT AT THE ANCHOR LOCATION. MAX SHIM STACK a 1/4'. (EXT.PERIMETER) 2X BUCK 2. ONLY MIAMI-DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS i (BY OTHERS) 'e AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. . - - your Mr ♦ ♦ s 3.WOOD SHALL BE SOUTHERN PIN MIN. WITH G-0.55 MIN. MASONRY SHALL BE 2 KSI MIN. CONCRETE OR ASTM C90 CMU VATH 117 PCF MIN. CONCRETE/MASONRY E'•/;'P,7,9 CONCRE (BY OTHERS) •1^' BY OTHERS) X2 �SIMON TON' oA I I 820 N5 51 ;-p X41 VERTICAL CROSS SECTION #' # i : 427/2015 icrw.e AL; ran m sb: QVERnCAL CROSS SECTION LIX;ASA7111dIHt.FL PA.E5B201 .w�o.,wv .5 U37' X 76' SILL(2X BUCK) vO;•• STATE OF 37' X 76' SILL(1X BUCK) gXry�g •8 ALUMINUM REINFORCEMENT '♦.aF.yM o R 1O>r.-\�., ALUMINUM REINFORCEMENT NT 5°M T TING,LIC.RIPE GOA029719 ,ss/ORALE q`•, 1239 JABARAAVE.,NORTH PORT.FL STmNrEwEx wl.wou o� wn�xT. ♦rruNrrrr.NE„ NH.911.180.1574,FAX 9414848591 \FAIICAt rA,M 1ECO015 37-z 7r N i 4 CONCRETE/MASONRY CONCRETE/MASONRY 1 RE>ASfD Syglp9�FO1 snl m 201a FK uT �/nria� (BY OTHERS) (BY OTHERS) SILICONE CAULK SILICONE CAULK 2X BUCK (INT,PERIMETER) TX BUCK (INT.PERIMETER) (BY OTHERS) 1/4'MAX. (BY OTHERS) 1/4'MAX. SHIM STACK MOR 3/16'0 ITW TAPCON ao SHIM STACK I� INSTALLA f12 PH ON�ANSptOR INSTALLATION ANCHOR - CONCRETE/MASONRY (INSTALLATION ABOVE MEETING RAILS) 1 (ABOVE MEETING RAMS) ' 1 (BY OTHERS) SILICONE CAULK /12 PH WOOD SCREW 3/16'0 ITW TAPCON 2X BUCK (INT.PERIMETER) INSTALLATION ANCHOR INSTALLATION ANCHOR (BY OTHERS) 1/4'MAX. 1 (BELOW MEETING RAILS) 1 (BELOW MEETING RAILS) SCREW /12 PH SHIM STACK INTERIORINTERIORWOOD INSTALLATION ANCHOR 1 i a ® (ABOVE MEETING RAILS) 3 /12 PH WOOD SCREW y - INSTALLATION ANCHOR (BELOW MEETING RAILS) In SIU E CAULK a _ SILIC CAULK 1 Y S (EXT.PERIMETER) w (EXT.PERIMETER) n FRAME WIDTH---- FRAME WWIDTH-- __ WEXTEBL4B 1 MIN. X RIDR 1 1/4'MIN. If EMBEDMENT EMBEDMENT i a @114IZ0NTAL CROSS SECTION �HORIZDNTAL CROSS SECTION sQ SIUC E CAULK 4 53' X 76' JAMB (1X BUCK n (AME WIDTH- STEEL REINFORCEMENT STEEL REINFORCEMENT w 1 1/2'MIN. EXTERIOR EMBEDMENT CONCRETE/MASONRY (BY OTHERS) HORIZONTAL CROSS SECTION SILICONE CAULK .625' 4 3T % 76'JAMB (2X BUCK) 1X BUCK _a. (INT.PERIMETER) GLASS BITE ALUMINUM REINFORCEMENT (BY OTHERS) '/'_7 /4'MAX. T 1/B' ANNEALED 3/16"0 ITW TAPCON SHIM STACK AOR 0.105 PVB(SOLUTIA/SAFLEX) INSTALLATION ANCHOR 1/B'ANNEALED (ABOVE MEETING RAILS) _ v, 1 �-AIR SPACE 3/16'0 TW TAPCON 1/B'TEMPERED INSTALLATION ANCHOR x (BELOW MEETING RAILS) Y- SPACER 1 �(Dga GLAZING DETAIL 1.SHIMS SHALL BE A'RIGID/STIFF'MATERIAL,PLASTIC OR METAL. SHIMS MATH SOLUTIA/SAFLEX LAMINATE MUST OPENING ISPRESENT AT THANCHORWHEN GAP OF R�APOPI 16�BETWEENAX FRAME AND STACK- 4 InXJ C 2.ONLY MIAMI-DADE COUNTY APPROVED CORROSION RESISTANT FASTENERS 'L AND ELCO ULTRACON FASTENERS SHALL BE USED. WINDOW INSTALLERS SHALL n SAULK TquO�ggp, FOLLOW ALL MANUFACTURER'S INSTRUCTIONS. (EXT.PERIMETER) 040 vv l 3. WOOD SHALL BE SOUTHERN PIN MIN. WITH G=O.55 MIN. MASONRY SHALL BE -� AME MOTH-- 6�(GENg L.Qk 2 KSI NTN.CONCRETE 0F7 ASTM C9O CMU WITH 117 PCF MIN. 1 1/4'MIN. EXIEBl4fl Ne t :P: y.Z �SIMONTON' DA0011 1 9: * :�= 47771M6 i Cashse A.ve TDD. Mao, ] X41 HORIZONTAL CROSS SECTION "9? STATE F :,u�. ra.,eao.wv 14116 90�:.R �. LUCAS TIXdBL Ft 16801 U 37' X 76' JAMB (1X BUCK) •lc••�oR� �'�2.•`� TURNER ENOINEERMK7DOWATING 11C,FSPE GOAX7gum/9 m .aT ALUMINUM REINFORCEMENT , jONA po` 12391W A AVE..NOMPORI,FL Wim" w TM,LLT H,T PH.9B0.1674.fAX9415Md591 1laaalTwl twoat�� i �Myp�y 011TE 1 KMfp Ng1g1A�i1M1 mMIn=4=4 M IAT l/2T/1015 — �1 1 INTERIOR INTERIOR . �. TRACK n m EXTERtOR n m EXTERIOR TRACK � TRACK INTERIOR INTERIOR OR j TRACK EXTERIOR EXTERIOR T TRACK n TRACK n INTERIOR INTERIOR TRACK o TRACK o n n EXTERIOR ExTERIaR TRACK TRACK m . ANCHOR LAYOUT ANCHOR LAYOUT 53' X 78'DOUBLE HUNG 37 X 75-DOUBLE HUNG RE1.WHEN W TG ANCHORING WINDOW INTO A 2X WOOD BUCK SUBSTRATE,USE/12 N- •�9'. z� (PSIMONTON` —1 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 1 1/2' * * ;t? 4tz+not5 ic.ea.c A...s ran a o EMBEDMENT INTO THE WOOD. - *0"""4p1p•'i'r�"$ 2. WHEN ANCHORING WINDOW INTO A 1X WOOD BUCK AND MASCNRY/CONCRETE, st' STATE of .'W� UX:ASA RAMER FI PE.i pi TURNBI USE 3/16-0 ITW TAPCON ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE A *, 70^``:°t a.`3'rCoNsat 77g ^T s a T MINIMUM 1/4-EMBEDMENT FOR ADDITIONAL THE MAACE SONRYYDERTAIIS �33iON...... � 1230 UBARA AVE.NORTH PORT,FL 8Tq-WAL' 1 3. SSHEETS 2 PH.911-3018700941.944591 A q imwna+s BILL OF MATERIALS RE%00ft cMafn s as ITEM DESCRIPTION MATERIAL MANUFACTURER �—3.163 I rc n ANO.GRAZ rut M m=4 SIC ur �in/aMa 1. HEAD Z JAMB VINYL SIMEX,INC. 3,250----� 1b ALL HEAD JAMB WITH FLANGE VINYL SIMEX,INC. 1'�' Ic ALT.NLAD/JAIM"NN1Mc FM a 1-MAN4 MNri SIMEX INC. '° 2c SILL 1ANri SIMEX,INC. 2b ALT. SILL NTH FLANGE ANYL SIM X INC. N c4 2c ALT.SILL WITH NAILING FIN d J-dIHU4 VINYL SIMEX,INC. + I 3 HEAD INSERT MNYL 4 LIFT RAIL TOP SASH VINri 5 STILE TOP SASH VINYL Igurm HEAD /JAMBH AD /JAMB WITH 6 KEEPER RAIL-(TOPSASH VINYL ® I® T#DH PART NDH0901S PART 1015 7 LOCK RAIL BOTTOM SASH VINYL 0.071'EXT. WALL THK. 0,071'EXT. ALL THK. 8 STILE '0 OM SASH VINYL 0.059'INT. WALL THK. 0.059'INT. WALL THK. 9 LIFT RAIL BOTTOM SASH VINYLSIMEX INC- 10 i'GLAZING BEAD VINYL 11 896-HIS GLAZING COMPOUND SILICONE PECORA 4.062 12 0.250 FMNSEAL WEATHERSTRIPPING FOAM 13 10.210 FlNSEAL WEATHERSTRIPPING FOAM 3179 14 0.340 FINSEAL WEATHERSTRIPPING FOAM 15 32001 FOAM BULB FOAM 16 32642 FOAM BULB FOAM -LT 17 32341 FOAM BULB FOAM fO ro n n 11�LLLLL 18 DH !2 7G REINFORCEMENT STEEL 19 ST-439 REINFORCEMENT BAR STEEL c" 20 DH75 REINFORCEMENT STEEL T 1 3179 21 DH7B CE 9 REINFORCEMENT STEEL I� 22 16107 REINFORCEMENT ALUMINUM I--3.250—� f'�3.163-- T4.062 23 RE0044 REINFORCEMENT ALUMINUM HEAD JAMB WITH LJNG FIN A, SILL gLL1MTH��� ® WITH NAILING FIN 24 60911 REINFORCEMENT ALUMINUM ® NAICHA Nn ®PART 25 56109 REINFORCEMENT ALUMINUM T. WAJ03S ® PART/DH1103S k J-CHANNEL PART�H12015 0.071'EXT. WALL THK. 0.071'EXT. WALL THK. PMT�DH12035 26 56111 REINFORCEMENT ALUMINUM 0.071'EXT. WALL THK. 0.059'INT.WALL THK. 0.059'INT. WALL THK. 0.071'EXT.WALL THK. 0.059'INT. WALL THK. 0.059'INT. WALL THK. 1.555 1.459 IR �_ --� 1.807 �� o o L 1.535 J 1.959 ---T N '� 1 m ~_ T^-I I—� -7- r I 0.630 1.535 Y-1 R I �•--�-1.130 -� 1.535 f- n HEAD INSERT 4O �L O STILE(TOP) © KEEPER RAIL O LOCK RAIL ® STILE(BOTTOM) O LIFT RAIL(BOTTdJ1 MT VPI-431 PMT pH765-1 PART/DH75S PART NDH745 PMT ODH77S PMT ODH78S PMT/DN79S 0.059'WALL THK. 0.079'EXT. WALL THK. 0.079'EXT. WALL THK. 0.079'EXT. WALL THK. 0.079"EXT. WALL THK. 0.079'EXT. WALL THK. 0.079'EXT. WALL THK. 0.059'INT. WALL THK. 0.059'INT. WALL THK. 0.059'INT. WALL THK. 0.059'INT. WALL THK. 0.059'INT. WALL THK. 0.059"INT. WALL THK. ,,,NprnrrrugrrrA DREW . No 58201• 'YAP: �Z �SIMONTON' a DAom1 i '►;• ♦ ;re 1417/2015 ICodrAm A— rJw. m a a 3aS ,•'NtC LUCAS A TUINER,R PE 168101 v^'emn wv u.Is ' STATE OF .NYC T(pR imoINEERM �O,ss ONAL EN.�r�,` 1PH.917.1861574,FAX 2414846W sra YAgfiAls A Car/aldrs AFW90W4 » �A>E I AEM6E0 AFelmomw m 1151 E0..=4 m uT 4/]7/1010 m d j 0 250 FINSEAL 0.210 FINSEAL 0,340 nuccu FOAM BULB FOAM BULB FOAM BULB ® i'GLA7ING READ ®WEATHERSTRIPPING WEATHERSTRIPPING WEATHERSTRIPPING®WEATHERSTRIPPING ®(HEAD INSERT) ®(BOTTOM SASH) ©(BOTTOM SASHI PART OBV18 PART#32001 PART#32642 PART#32341 0.059'WALL THK. N q 0.171 a � m 0.650 o N °1 c 0.250 c 0.275 0 0 —I 0.796 o d0.233,f--0.233 1 I L 1�1 -r— I�Iat T 0.748 f �--0.748 I IT-'I 0.748 m q �.-0.718 to 0.315748 —I I--0.750 + o m 0 oh16107 d ® RFINFOR FNT ® REINF FNT ® RFINF PENT ® REINF T REINFORCEMENT REINFORCEMENT 16 GA. H.O. 16 GA. H.D. 16 GA.H.D. 16 GA. H.D. ® ALUM.6063-T6 REINFORCEMENT ® ALUM. 6063-T6 ® ALUM. 6063-T6 GALV. G-90 GALV. G-90 GALV. G-90 GALV. G-90 0062•WALL 0.062• WALL 0.062'WALL m 0.398-1 �--o 0.3941 I �IfEr u m U --I �—0.472 m a d 6 56109 56111 ® REINFORCEMENT REINFORCEMENT ALUM.6063-T6 ® ALUM.6063-T6 0.062' WALL 0.062'WALL ��1ORE W A�A,,A �SIMONTON* B Aomi 1 NO $8201 :92 B i� i �i_ 4/LTlN15 1 Cor8lee A.ve tA0. OS 0 J LUCASATURNHt RPE 1=1rnrb wv Js15 STATE OF .�/: TUM ENGINEERING& M Ml 7 CONSATINS.W.,WE COA 420M �OA�sy�ONA Epo�2�,`' 123 N 671.'FNORTHPORT,FL aro Nml owc JOOW aN 011l Alr.NU1FS mlvolexls oonrNum