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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 3 Business & Professional Regulation SCIS Home 1 Lop In I User Registration Hot Topic i Submit Surcharge stats&Facts i Publications FBC Staff BCIS Site Map Links Search F rida 1 Product Approval d r A moo" USER:Public User Product Approval Menu>Product or Application Search>A li i n i lotion Detail „x, •. FL# FL11109-R7 Application Type Affirmation Code Version 2017 Application Status Approved *Approved by D Approvals by DBPR shall be reviewed and ratified b OC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Fails,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvuj xl Vpw... 1/16/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/27/2017 Date Validated 06/27/2017 Date Pending FBC Approval Date Approved 06/29/2017 Summary of Products FL# Model,Number or Name Description 11109.1 Builders Atlantic Aluminum Sliding Patio Door 72"x 80"(Bypass 2 Track) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011111.03 .04-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 05/31/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELD0098 RevB.pdf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2089 Rev2.1)df Created by Independent Third Party: Yes 11109.2 Premium Atlantic Aluminum Sliding Patio Door 283.5'x 96"Bypass Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.03-Rl.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11109 R7 II JELD0095 RevAxdf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2086 Revl.odf Created by Independent Third Party: Yes 11109.3 Premium Atlantic Aluminum Sliding Patio Door 283.5'x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109_,_R7 C CAC NI011110-R1 .3 7.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11109 R7 II JELD0097 RevA.pdf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2087 Revl.pdf Created by Independent Third Party: Yes 11109.4 Premium Atlantic Aluminum Sliding Patio Door 283.5'x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.01-R1 .2 .4.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: NCTL 210-3382-3(NI011110.02)covers a 3-track FL11109 R7 II JELD0096 RevA.Ddf system with a three(3)48"wide panel 142.75'x 96"XXX Verified By: Robert].Amoruso,P.E.49752 door.This test verifies 3-track systems.This impact glazed Created by Independent Third Party: Yes door is used to verify 3-track system for non-impact Evaluation Reports applications. FL11109 R7 AE PER 2088 Revl.pdf Created by Independent Third Party: Yes 11109.5 Premium Atlantic Aluminum Sliding Patio Door 283.5'x 96"Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL11109 R7 C CAC NI011110.01-R1 .6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/28/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELDQ099 RevA Rl.pdf Verified By: Robert].Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7 AE PER 2090 Revl.odf Created by Independent Third Party: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvuj xlVpw... 1/16/2018 Florida Building Code Online Page 3 of 3 11109.6 Premium Atlantic Aluminum Sliding Patio Door 283.5"x 96"Bypass and Pocket Limits of use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NI011110-R1 .05.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELD0100 RevA.Ddf Verified By: Robert J.Amoruso,P.E.49752 Created by Independent Third Party:Yes Evaluation Reports FL11109 R7 AE PER 2091 Revl.odf 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 If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® © Et Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvujxlVpw... 1/16/2018 PREMIUM ATLANTIC ALUMINUM (6800) SLIDING PATIO DOOR LARGE MISSILE IMPACT RESISTANT - 2 & 3 TRACK BYPASS AND POCKET FRAMES o 283 1/2"MAX DOOR WIDTH W 49'MAX FIXED 49 7/16'MAX ACTIVE 49 3/4"MAX ACTIVE 49'MAX ACTIVE 49 7/16'MAX ACTIVE 49"MAX ACTIVE PANEL WIDTH PANEL WIDTH PANELWIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH a (W/INTERLOCKS) (W/ASTRAGAL) (W/LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE) u 42 7/8"MAX 42 7/8"MAX 42 7/8"MAX42 7/8"MA% 42 7/8"MAX r_427/8 MAX n o DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH OLO WIDTH U N O 11 6 6 N Ng- O LLJ o C to - = w F G H I G H E .,� O E0 -k'OS 8 7, 7 7 7,8 7 A B 7,8 ..] O o S w � � .� A B m E� ° Iri o z '� X X X X X �>j u� no- Q y n S N EE O O �F AD A B A B A B A B AD 2 z ;$ 6 w Ems— d C M � ao W O aD a E , .� to GENERAL NOTES 1 TYPICAL ELEVATION a � � I. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH L N.T.S. EXTERIOR ELEV THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING SUPPLEMENTS,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203&ASTM E1300-04eO1 STANDARDS. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS GLAZING TYPE GLAZING TYPE SYSTEM. WIND LOAD DURATION FACTOR Cd=1.0 HAS BEEN USED FOR WOOD ANCHOR DESIGN. nB 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM 7/16"LAMINATED 1"INSULATED 7/16"LAMINATE ALLOWABLE SHALL BE DETERMINED BY OTHERS ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 0.090"SG 3/16 FI DESIGN PRESSURES 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A INTERLAYER LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS 0.313"GAP 0.090"SG AND SUBMIT FOR ONE-TIME NOTICE OF ACCEPTANCE FOR USE IN CONJUNCTION WITH THIS 3/16"ANNEALED 3/16"ANNEALED / INTERLAYER +50 PSF DOCUMENT.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO 3/16"TEMPERED 3/16"ANNEALED -50 PSF Robert J.Art10FUS0,P.E. WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY \ 1 FL P.E.No.49752 TO TRANSFER LOADS TO THE EXISTING STRUCTURE. I 6. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. 10 10 10 10 i+ inrfa�4 7. UNITS GLAZED WITH 7/16'LAMINATED GLASS(3/16"ANNEALED/0.090"SGP/3/16' 3/4"MIN 3/4'MIN ANNEALED)ARE LARGE MISSILE IMPACT RESISTANT,COMPLY WITH ASTM E1300-04e01 AND DO _ GLASS BITE GLASS BITE NOT REQUIRE IMPACT RESISTANT SHUTTERS. — -r S. UNITS GLAZED WITH 1'INSULATED LAMINATED GLASS(3/16'TEMPERED+0.313"GAP+ 3/16'ANNEALED/0.090'SG/3/16"ANNEALED)ARE LARGE MISSILE IMPACT RESISTANT,COMPLY i 11 11 a'o'•..""O° WITH E1300-04eO1 AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS.CURRENT MIAMI-DADS NOTICE OF ACCEPTANCE(NOA)FOR DUPONT SENTRYGLAS INTERLAYER. 9. EXTERIOR SEAM OF FRAME CORNERS SHALL BE SEALED WITH SILICONE. Digitally signed by Robert 1.Amoruso, 30. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. P.E. 11. PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET ALL APPLICABLE ■* E DN:cr<Robe"1.Am mso,P.E,t PTC FIRE/SMOKE/UV PERFORMANCE REQUIREMENTS AS SET FORTH IN THE CURRET EDITION OF THE L D�V Product Design Gr P.LLC,ou=FL P.E. FLORIDA BUILDING CODE. 2 GLAZING DETAILS i7 ` No.497S2,FBPE Cert of Auth.No.25935, 12. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS PRESCRIBED INN.T.S. WindOwS/Doors/Millwork email�ro @pacorp.com,c=US THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 1 Date.2015.03.0909:1334-04'00' � m 2-TRACK ANCHOR SCHEDULE-HEAD,SILL AND JAMB FRAMING COMPONENTS � w 0 SUBSTRATE TYPE SIZE MANUFACTURER EMBEDMENT(IN) EDGE DISTANCE ANCHOR CAPACITIES 'n n ANDIOR SPECIFICATION (IN) BASED ON p w 1/4' ITW ATT TAPCONSI'I 1-314" CONCRETEMIN.2500 PSI CONCRETE w 1/4'(CS)&No.14(SS) ELCO ULTRACON IZI 1-314" 1 12' rc EXTERIOR STRENGTH .. x 1/4' ITW ATTTAPCONSj1I 1' AND o g MASONRY FLAT CONFORMANCE TOASTM 1 112"INTERIOR (BLOCK/CMU) HEAD 1/4•(CS)&No.14(SS) ELCO ULTRACON to 1114" (DENSITY U 117 PCF)(DENSITY>117 PCF) NO.14 ANSI Ell 8.6.1(WS) 1"EXTERIOR WOOD WITH A MN IMUM WOOD 1.12' AND SPECIFIC GRAVITY OF 1/4' ASME 818.6.4(TS) 1"INTERIOR 0.55. N NOTES: INSTALLATION NOTES: p p o 1)IT1W(AD✓ANCEDTI-RENDFOPM TECHNOLOGY)410 STAINLESS STEEL TAPCONS WILL BE USED FOR(DONd1EMM4SON2Y NSTALLATION. N 2)ELOO CAFSON STEEL(CS)OR410 STAINLESS STEEL(SS)ULTRAOONS WILL BE USED FOR CONCRETEYMASONRY INSTALLATKX I.TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL to LO con O 2-TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR ( N w 3)FOR WOOD SCREWS(WS)F SFUTTNG ISA CONCERN,DEAL 0.149"(DRILL SIZE 25)PLOT HOLEFOR NO.14. ;_ N 4)FOR rAPPNG scREws(Ts)FsFLrrrrNGsa CONCERN,DRILL D.1ss(DRILL SIZE 1s)ROT HOLE FOR va^CA. LOCATION FOR ALL 3-TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE REQUIRED (� I ow o AT ALL HOOK STRIP JAMBS FOR 2-TRACK AND 3-TRACK UNITS. .,-I �Q a a 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF D`J,^ -.0- 3-TRACK ANCHOR SCHEDULE-HEAD,BILL AND JAMB FRAMING COMPONENTSANCHORS TO BE USED FOR PRODUCT INSTALLATION. to o= H Uj no ':SUBSTRATE TYPE SIZE MANUFACTURER EAI6EDMENi(IN) EDGE DISTANCE ANCHOR CAPACITIES 3.SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). I .� Q rn rl4) Z Q ANDIOR SPECIFICATION (IN) BASEDON MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH �i d I ; < .. OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC r` oNd3 12 1/4' ITWATTTAPCONSItI 1-3/4" OR BETTER. W -� - CONCRETE MIN.2500 PSI CONCRETE <p y a 1/4"(CS)&No.14(SS) ELCO ULTRACON In 1-314" 1 12" 4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1 X BUCK TO a ,., C-000 EXTERIOR STRENGTH CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS I oto z- 1/4' ITW ATTTAPCONSitI 1' AND F,`. MASONRY FLAT CONFORMANCE TO ASTM SHOWN IN ANCHOR SCHEDULE SHEET 2 ^^ y Ev`o 112"INTERIOR H ++ �1"r ^€ (BLOCKlCMU) HEAD C-90,MEDIUM WEIGHT q U v 1/4'(CS)&No.t4(SS) ELCO ULTRACON 11/a" S.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT to D-a< a (DED WITH 117 PCF) U Q NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. NO.14 ANSI BI 8.6.1(WS) 1"EXTERIOR WOOD WITH AMNIMUM W 0 E _ � WOOD 1-12" AND SPECIFIC GRAVITYOF 6.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO to 1/4• ASME 818.6.4(TS) 1'INTERIOR 0.55. MORTAR JOINTS. 07 &'g"pR NOTES: 2 1)OW(ADVANCED THREADFOFAI TECHNOLOGY)410 STAINLESS STEEL TAPCONSWLL BE USED FOR CONCRETEM4SONA'INSTALLATION. 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 2)ELCO CARBON STEH(CS)OR 410 STAINLESS STEEL(SS)ULTPACOFS WILL BE USED FOR Ox-1[aEF6'M450NRV NS7aLu+T1JN MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN _ u_ SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE 3)FOR WOOD SCREWS(WS)F SFLmrNG IS A CONCERN,OWL 0.149'(DRILL SIZE 25)PLOT HOLE FOR NO.14. "ANCHOR SCHEDULE-, SHEET 2. 4)FOR TARING SCREWS(TS)F SPLITTING S A CONCE l r1,DRILL 0.165'(DRILL SIZE 19)PLOT HOLE FOR 1/4^CIA x.ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANT COATING. ANCHOR SCHEDULE-HOOK STRIP SUBSTRATE TYPE SIZE MANUFACTURER EMBEDMENT(IN) EDGE DISTANCE ANCHOR CAPACITIES AND/OR SPECIFICATION (IN) BASEDON 3116" ITWATTTAPCONSI'I 1-3/4" CONCRETE MIN.2500 PSI CONCRETE Robert J.Amoruso,P.E. 3116" ELCO ULTRACON IT 1-314" FLAT FL P.E.No.49752 3116" ITW ATT 1' 1'EXTERK)R STRENGTH MASONRY HERD (BLOCK/CMU) OF PAN to AND CONFORMANCE ASTM ?Lwcy MOoos 3/16" ELCO ULTRACON 11/4" 1*INTERIOR C-90.MEDIUM WEIGHT HERD NO.10 ANSI B18.6.1(WS) WOODWITHAMNIMUM E. F WOOD 1-114" SPECIFIC GRAVITY OF NO.10 ASME 818.6.4(TS) 0.55. "'rysrONA�E`;�' NOTES: 1)ITW(ADVANCEDTHFZFA.OFOF3A TECHNOLOGY)410 STAINLESS STS TAPOONS WILL BE USED FOR CONfE/ CREM450NFiY INSTALLATION. Digitally signed by Robert J.Amoruso, P.E. 2)B-CO CARBON STS(CS)OR 410 STAINLESS STS(SS)ULTRACOINS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION. i r i T\s E 1 ON:cn=Robert 1.An o so,P.E-aPTC J lFr+L 17�\rye/ LLll Produc Design Group,U.C,ou=FL P.E. 3)FOR WOOD SCREWS(WS)F SPLITTING 6 A OONCSVI,DRILL 0.112•(DRlI SIZE 34)PLOT HOLE FOR NO.10. No.49752,FBPE Cert.of Auth.No.25935, 4)FOR TAPPING SCREWS(TS)F SPLII'TTX'IS A CONCERN,DRILL 0.121'(DRILL SIZE 31)PLOT HOLE FOR NO,10. _i'=Date. c=US Windows/Doors/Mill work Date.2015.03.0909:1497-04'00' o � MAX DOOR WIDTH 283 1/2- '� o SEE CLUSTER SEE CLUSTER SEE CLUSTER DETAILS SHT. 3 DETAILS SFR.3 DETAILS SHi. 3 DENOTES(2)ANCHORS I 6" MAX. (PANEL.1YP. a W TYp� f TYP. HEAD k SILL TYP.HEAD$SILL 4DE HEN)H SILL WHEN INSTALLED WITH 2-TRACK FRAME AND(3) a J 6-MAX ryp ANCHORS WHEN INSTALLED �- WITH 3-TRACK FRAME w G 14"MAX. g O.C. TIP. N O O 96"MAX. N DOOR HEIGHT in a O cliM INACTIVE ACTIVE ACTIVE ACTIVE ACTIVE INACTIVE (� TACH z z_ '� z_ z - e (2)ANCHORS Q) d 'c° o 7LOCATION PER POCKET 1P SEE H o W a I � ~ a SHEET 2 ' �� I - a z z4) 1 0-13 � yl SEE CLUSTER SEE CLUSTER SFE CLUSTER 0 W �C) 8- DETAILS SHT. 3 DETAILS SHT. 3 DETAILS SHT. 3 INSTALLATION U ao TYP. HEAD&SILL PPNEL,IYP. TYP.HEAD A SILL TYP.HEAD h SILL ANCHORS ( Eco � SEE SHEEP 2 y.� APPROVED CONFIGURATIONS.PANELS AND FRAME SIZES DENOTES(2)ANCHORS Q Q m v " ANCHOR LAYOUT(3-TRACK) WHEN INSTALLED WITH a a a 1)SHEET I SHOWS TYPICAL OXXXXX CONFIGURATION.SEE SGD 6D3T(OXXXXO)ALL APPROVED GLAZING TYPES 2-TRACK FRAME AND(3)EN INSTALLED E 9g a SHE M—4 AND 5 FOR ADDITIONAL APPROVED PANEL AND ANCHORS WITH 3H K FRAME � ,°E POCKET DOOR CONFIGURATIONS. 9 ? S 3 2)TYPICAL PANELIFRAME CONFIGURATION ELEVATION 8 SHOWN ON SHEET 1 AND ASSOCIATED ANCHORAGE. REQUIREMENTS ON SHEET 3. - 3)THE MAXIMUM FRAME AND PANEL SIZE(WIDTH AND HEIGHT)AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEED THAT OF THE TESTED UNITS. LUSTER 1 1/2- LUSTER MIN. 1 1/2- 3 MIN. MIN. WEEP SLOT NOTES: 3" 1.ALL UNITS HAVE A.375"z MIN. • • .125"WEEP SLOT CUT • • 2-MIN. THROUGH THE SCREEN 2.88' MIN. SEPARATION ' Robert J.Amoruso,P.E. TRACK LOCATED.75"FROM • • SEPARATION • • FL P.E.No.49752 EACH JAMB AND 3.5"FROM • • +"iwEa'� , ALL INTERLOCKS. 2.ALL UNITS HAVE A 375". 2-TRACK CLUSTER DETAIL 3-TRACK CLUSTER DETAIL .125"WEEP SLOT CUrr INTERLOCK/ASTRAGAL INTERLOCK/ASTRAGAL THROUGH THE EXTERIOR ''f,S�OrygME DOOR TRACK LOCATED 6" CONCRETE:AND CONCRETE AND Digiolly signed by Robert J.Amoroso, FROM ALL INTERLOCKS. WOOD FRAME12X BUCK INSTALLATION WOOD FRAME/2X BUCK INSTALLATION P.E. TYPICAL HEAD AND SILL DN:—Robert J.Amoroso,P.E,o-PTC J E L DSV II� TYPICAL HEAD AND SILL Product Design Group,LLC,ou-FL P.E. No.49752 FBPE Cen.of Aufh No.25935, Windows/Doors/Millwork U m201ben•�t�orp1-oaroo 5 MA%OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH u7 PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION h MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAXPAFEL ��'8 MAXPANEL MAXPNNH WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER o TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION flP/ATKIN ELEVATION ELEVATION ELEVATION z E vul o � 0 o r o 0 0 00 7,8 N O p O O N X 0 X X X X X O X X O N N N 0 tloO v XO SHOWN XX CONFIGURATION XXX CONFIGURATION OXXO CONFIGURATION t''1 Eo°0 Eo o OX CONFIGURATION ALSO APPROVED _'_ coca m a p al u�w; W rn 0(n U ¢ e Q^ e MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH 70^ E 0 5 v PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION I rn 0 = �1 MAX PANEL MAX PANEL MAX PANEL MAXPA'g MAXPNe MAXPN'g MN(PMg MAXPANg MAXP/WEL MAXPANEL MAXPANEL MAXPAfAL MA%PlJH MAXW4EL MAXPAI48. " N WIDTH PER WIDTH PER WIDTH PER WIDIHPER WmTHPER WOMPER WUMPER WmIHPER WMPEi rz/�) C w TYPIC TY T TYPICAL TYPICAL TYPICAL TYPICAL T�� � TYPKAL TYP[(:�L � �+I TYPICAL YPKPL TYPICAL PKAL AL N d a ELEVATION ELEVATION ELEVATION ELP/ATION I flEi/ATION�BPIATION�flP/ATiDNtflP/A7IONtELEVATION HP/AT10N I flEVAT10NtElP/AT10NtFiFVATKXJ I flEVAIION flP/ATION 7 7 8 7,8 7r8 8 8 7r8 7r8 8 9 ���� b F 7 7 7,8 I 7,8 7,8 I 7,8 rE 4,H 7 7 O X O X X X X X X O X X X X O OXO CONFIGURATION XXXXXX CONFIGURATION OXXXXO CONFIGURATION OXX and XXO ALSO APPROVED Robert J.Amoroso,P.E. FL P.E.No.49752 NOTE:SLIDING GLASS DOOR CONFIGURATIONS MAY BE INSTALLED WITH STANDARD OR REVERSE HANDING. SWa.; eyz, q »x,u �..4y roq,a�pf•` I ALLOWABLE CONFIGURATIONS 4 N.T.S. EXTERIOR ELEVlgl,'l--nedby Robertmor l.Auso, J E L D'�VEN. PE. DN:—Robert 1.Amoroso,P.E,—PIC Product Design Group,LLC,ou=FL PE No.49752.FBPE Cert.&Auth.No.25935. Win dows/Doors/Millworkmaa�obe�Ptc-copcom,c=Us Date:.11.0.09 09:14:29-04'00' 283 1/2"MAX DOOR WIDTH rc 49 7/16"MAX ACTIVE 49 3/4"MAX ACTIVE 49"MAX ACTIVE 49 7/16"MAX ACTIVE 49"MAX ACTIVE PANELWIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH PANEL WIDTH i (W/INTERLOCKS) W/ASTRAGAL) (W/LOCKSTILE) (W/INTERLOCKS) (W/LOCKSTILE) 0 42 7/8'MAX 42 7/8'MAX 42 7/8"MAX 42 7/8'MAX 42 7/8'MAX O DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH DLO WIDTH �n 7 j o � z 6 W u O r/ B C s,c POCKET 6 6 a H I N J H O D O 7 7 7 7,8 7 7,8 = TT. N O LL A B A B a . 0 a� W o ALLOWABLE x U `�� X X X X m _ r, ..l 0 DESIGN PRESSURES a +50 PSF N -5A,D A B A B A B AD I 6 ; 9 0 PSF 6 o� � a Fy ' E o c S € O U Eco o 1 OPTIONAL INSTALLATION WITH POCKET � a o a W L) E 5 N.T.S. EXTERIOR ELEV 01) 12 S MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH MAX OVERALL WIDTH i PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION PER TYPICAL ELEVATION MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAX PANEL MAXPI11119. MAXPN'B MAXPANEL MAXPMg WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDTH PER WIDiHPER WIDTHPER WIDIHPER WIDIMPER TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICAL TYPICPI TYPiG�L � T VATIO ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION t ELEVATION ELEVATION HP7ATYX4 flEVATiON HP/ATXJN HP/ATION J I J ] E J ] I J 8 7 8 7 8 8 7,8 7,8 8 7,8 8 7'8 E U 8 7,8 7,8 Robert J.Amoroso,P.E. FL P.E.No.49752 POCKET X X POCKET POCKET X X POCKET X X X POCKET X X X X POCKET RobertlJs momsgned . Robert J.Amoroso, P.E. PXXP CONFIGURATION PXX SHOWN PXXX SHOWN PXXXXP CONFIGURATION a ;wis ro AmorusRobert 1. XXP CONFIGURATION XXXP CONFIGURATION :P<`oE"swO�$:o=PTC product ALSO APPROVED ALSO APPROVED �j o R Desgn Group,LLC, il ou=FL P.E.No. FBPE Cert of ALLOWABLE CONFIGURATIONS i�i DWEN : E� _r��@Plc_ z WITH OPTIONAL POCKET J L corp.com,rUS )r N.T.S. EXTERIOR ELEV Windows/Doors/Millwork Date:2015.0,3.09 0414:40-04'00 n a s o TYPICAL 2-TRACK TOP RAIL c TYPICAL 3-TRACK TOP RAIL 6 N.T.S. VERT SECTION ( N.T.S. VERT SECTION p s� n w tYi EDGE ANCHORS PER ANCHORS PER DISTANCE NCHOR SCHEDULE ANCH EXISTING r 2.7/8'MIN. EXISTING t EDGE 2 MIN. 2'MIN. �� p EXISTING EXTERIOR w SEPARATION w EXTERIOR DISTANCE SEPARATION SEPARATION w� a ¢ FINISH BY °DHOST / FINISH BY HOST OTHERS w w STRUCTURE MAX OTHERS STRUCTURE 1/4'MAX N Z SHIM 1 SHIM N O z3 22 PERIMETER SEALANT 23 13 23 a z3 +3 04 O O PERIMETER SEALANT +3 it 13 �' 1r O N J BY OTHERS �' ii — .� BY OTHERS -it _ � 2 LLJ O O Stp ` r - I� r , ,U-1 O 0 S E a j r_ _ ism � J —� s✓ � � a ?a- 10 10 0 . ii ..... to ;._� sl L... to .._.... io 'y �.•. a at � ¢ 19 22 19 22 1� x 19 22 l9 22 19 22 x F •,>• �� —L Q S W C�9 -�- 2 W „x„ W v 0 O N EXTERIOR 1NTERLOR Z w EXTERIOR INTERIOR • w x = 1.7,* � x �g < o �g a $ � v y Est �g 19 22 Z.- p p 19 22 19 22 P p p I ` sp R -r 19 22 19 49 p x p .r +9 zz to io p /� •E� ZZZ to E H `o ^i It M e w u a6 PANEL ROLLER TRACK 11 a PANEL ROLLER TRACK si m rn —� ,SCR UP-STANDS AND SCREEN UP-STANDS AND SCREEN in TRACK UP-STANDS w ° TRACK UP-STANDS w - s s g REMOVED 3/4"BACK FROM 14 is REMOVED 3/4-BACK FROM 10 le ill b EACH END OF FRAME JAMBS S ey 3s EACH END OF FRAME �° 3� p 36 65V TO ALLOW WEEPING �4 JAMBS TO ALLOW WEEPING 4 ,8 W W SET FRAME SILL IN BED ® ✓V ® SET FRAMESILL IN BED ® it Y ® t ® s OF SEALANT OR i '.. _ OF SEALANT OR CONCRETE 2 i CONCRETE i �px PERIMETER SEALANT \..... 15 PERIMETER SEALANT BY is J 1s +5 is +5 BY OTHERS _..-.._-� OTHERS EDGE 2-7/8'MIN. EDGE 2'MIN. 2"MIN. DISTANCE SEPARATION p DISTANCE SEPARATION SEPARATION p EXISTING m EXISTING BRACKET AT S STRUMOST CTURE/ FIXED PBRACANELS w STRUCTURE/ AT FIXED PANElS / / ONLY,REF HORIZ ONLY,REF.HORIZ / SECTIONS FOR SECTIONS FOR ANCHORS PER LOCATION AND ANCHORS PER ANCHORS PER LOCATION AND ANCHORS PER ANCHOR SCHEDULE FASTENERS, FASTENERS, TYPICAL TOP AND ANCHOR SCHEDULE ANCHOR SCHEDULE TYPICAL TOP AND ANCHOR SCHEDULE Robert J..No.497 P.E. BOTTOM BOTTOM FL P.E.No.49752 a TYPICAL 2-TRACK BOTTOM RAIL o TYPICAL 3-TRACK BOTTOM RAIL g +s lures yo 6 N.T.S. VERT SECTION 6 N.T.S. VERT SECTION f ` sa .Si NOTE:REFERENCE ANCHOR SCHEDULE AND ? ..11 ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES. .yaBjµw A,E�r Dig1 11 signed by RabM J.Amonno, PE J E L D_WEX DN-,-I.AmW .PE.o m Product Design Group.LLC---FL RE No.49752 FBPE Cert.of Auth.No.25935, Windows/Doors/Millwork ema0"obertoptc�orp.com,­US Date-2015.03.0909:14,51-"W L1/4"MAX INTERIOR 1/4"MAX T SHIM SHIM $ �' / "- 50 11 10 10 11j Ll`- U - 'J�- tT (1)FIXED PANEL 28 a; -� yti.I CLIP AT HEAD AND 50 EMBED, 23 SILL,LOCFROM JAMBS 24 EMBED. 1 W a ATE EXISTING I) (TYPICAL FOR a w HOST i 28 I 10 Sp 40 FIXED PANELS) ._ w STRUCTURE Z Z 29 =__—.I �f [�T�\ E Z O ACTIVE PANEL !i = Z O ANC/PER ANCHORS PER S K - r IIIIII{{{ �7 (rp F50 J8 ANCHOR SCHEDULE ANCHOR SCHEDULE m� ry N 11 10 19 2 37 11 ry in40 50 18 Y C4 3 C, O EMBED. .... 24 23 EMBED. ED 10 O �p w 50 �..._........ VIIXED m c'r 1 10 20 02 0 Ln 19 UM p p........... ........ ° 22 PANEL B w /w t r^' p 14 EXISTING m p w 14 HOST ,w 4 co 2 11 N PERIMETER SEALANT STRUCTURE O"" Q ~ Q EXTERIOR sf- Z BY OTHERS I 1 U � CN EXISTING EXTERIOR FINISH BY OTHERS E ACTIVE PANEL JAMB G INTERLOCK F FIXED PANEL JAMB rt�� o.. aa= 7 N.T.S. HORiZ SECTION 7 N.T.S. HORIZ SECTION 7 N.T.S. HORIZ SECTION I tJ W j�.L Q � mU2 F W NOTE:REFERENCE ANCHOR SCHEDULE ANDANCHOR NOTES FOR MINIMUM REQUIRED EXISTING j W U E._ ANCHOR EMBEDMENTS AND EDGE ANY ANCHOR PER ANCHOR HOST b >01 �a DISTANCES,UNLESS OTHERWISE NOTED. mlgg SCHEDULE.PAIRS OF STRUCTURE 1y3 ANCHORS SPACED 6'FROM $� INTERIOR 4'� INTERIOR 10 HEAD AND SILL,WITH THE EMBED 11 10 BALANCE AT 15'O.C.MAX. g 712". 9 22 19 "—_..}__— __.....- ...-.... 19 22 ANCHOR SEPARATION AND .Z I/ -- 29 ^f EDGE DISTANCE AS SHOWN. £�23 i t50 I INTERIOR ___! j 23 28 45 26 10 Il_.. 50 16 20 25 20 26 e? 26 50 \ �_._. 19 2 10 11 'J 18 � i �\��- — ... Robert J.Amoruso,P.E. - FL P.E.No.49752 50 40 ' I i 4 1c.�ria14•ogi ` I ..._... 19 T 20 28 10 EXTERIOR ..... o ...... 14 EXTERIOR 14 EXTERIOR Digitally signed by Robert J.Amoroso, P.E. H INTERLOCK i ASTRAGAL POCKET JELD DN:cn=Roben J.Amoroso,P.E..—PTC Product Design Group,LLC,ou=FL D.E. 7 N.T.S. HOR1Z SECTION 7 N.T.S. HORI25ECTON 7 N.T.S. HOR1Z SECTION No.4975ZFBPECert.ofAmh.No.25935, Windows�Doors�Millwork email>obertl9ptc<orpcom,c=U5 Date:2015.03.0909:15,03-"00' c � a o � 1/4"MAX 1/4'MAX -i F SHIM INTERIOR SHIM I n 50 _ IL- 10g19 219 22EM ED. 2EMBED.2�p'..j j� 610 30 40 50_. o __ N O O i F ACTIVE PANEL -- / O _O fr 222 N O L� ANCHOR C 11 19 19 22 10 11 _ w ANCHORS PER O O O PER ANCHOR n 10 —1 17 (1)FIXED PANEL ANCHORQ� � N W SCHEDULE t6 I CLIP AT HEAD AND 50 SCHEDULE O N 00 23 SILL,LOCATED JAMBS r�-� O. a p# / ?r-1r .- g 23 (TYPICAL FOR .Jp 40 FIXED PANELS) 50 �y C'.0-- 50 E am o ._.—.Jl 20 10 10 _ o a.° �a a� iF ze 7 iO I ACTIVE PANEL [ E I y I U w - 11 10 19 2 37 11 Ob O <p !R 37 0 O q �� 43 23 I U W �(v Rp�y1 v zs zs s W / W10 20 to a E 1i F1 19 /W O ........... ..... ° o .... ........ 22 FIXED PANEL 60 O O # ,6T EXISTING �� i4 to is EXISTINGMOST STRUCTURE ERS PERIMETER SEALANT 14 PERIMETER SEALANT BV /HO ACTURE/ g BY OTHERS EXTERIOR OTHERS EEE EXISTING EXTERIOR EXISTING EXTERIOR FINISH BY OTHERS FINISH BY OTHERS NOTE:REFERENCE ANCHOR SCHEDULE AND ANCHOR NOTES FOR MINIMUM REQUIRED ANCHOR EMBEDMENTS AND EDGE DISTANCES. ACTIVE PANEL JAMB WITH FIXED PANEL JAMB WITH E OPTIONAL 3-TRACK FRAME INTERLOCK INTERLOCK F OPTIONAL 3-TRACK FRAME 8 N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION 8 N.T.S. HORIZ SECTION Robert J.Amoruso,P.E. FL P.E.No.49752 "P�"�GErMsr4 9'y y9 �1e pe :W: '4�tiB�<OR 100 2� Digitally signed by Rdsen J.Amoroso,P.E. J E L D'�VF1�I DN u Robert]Amoruw,PC,eLPTC ProtluRDesign Group,LLC,.L,o-P.E No.49752,FBPE Cert.of Auth.No.25935, WindowslDoors/Millwork email-r-ben@pt—orp.com,r=US Dale:2015.03 09 09:15:16-04'00' a (Z)#8x1"STAINLESS STEEL SHEET O � METAL SCREWS PER FRAME CORNER (2)68x1"STAINLESS STEEL SHEET w a METAL SCREWS PER FRAME CORNER ao o Y �n U (2)7t 10x1"STAINLESS STEEL SHEET METAL SCREWS PER PANEL CORNER,TYPICAL N O O O N O10 ur) i W 00 N N 0 O LJ T U co O C)g�g lh D O S ano E e Wto O m 7a N vi y l u — t` a v) W w _ d' i � 7 U E�a 91 y ea Q +�+ E as y W E 41 -oil U') g Y _ — 1 e _ Robert J.Amoruso,P.E. FL P.E.No.49752 (2)718x1"STAINLESS STEEL SHEET (2)718x1"STAINLESS STEEL SHEET METAL SCREWS PER FRAME CORNER METAL SCREWS PER FRAME CORNER 1 ASSEMBLY DETAIL Digi[allys gnedby RObeRl.Amwuw,P.E. 9 N.T.S. DVNDN =Roebs1 PE,o P ProducDi9nG,.p.LLCo=FLP1.JEL No.49752,FBPE Cert.of Auth.No.25935. email=robwt@pt'Kmp.com,-US Windows/Doors/Millwork Date:201503.090415:28-04'00' 1.198" m k � 2.053" 5.93" t2.000" 2.220'-1 0. 128 . 438 5.915" 1.376" 90.08" 0.250"� 0.078" " it 208006 � 20,854"�3.100-1 0.2507 1.15 ' O \$ho < 1.438" }-3.121" POCKET 2=TRACK FRAME HEAD 2 2-TRACK FRAME SILL 4 TOP RAIL 5 BOTTOM RAIL 45 HOOK STRIP MATERIALS LIST D'7D2"+--4�D 887•• 0.0990"0" 0.0751 0.0 ITEM PART DESCRIPTIONi- 1lo 710N MATERIAL REMARKS ``��YY 0.218«-3 1.500" I , 1 _ 682DHD 2-Track Frame Head 6063-T6 0.746- 2 682OTRK 2-Track Frame Track 8063-T6 1.288" 1.273" N 887?R Panel Top Rel 6063-Tfi 6 BOTTOM RAIL INSERT FIXED PANEL BRACKET o o 5 688RM Panel Bottom Rel 606376 3'=1'-0" 3"=1'-0" 0 6 _ 66BRI Bottom Rall Insert 6063-T62.551' N N�W O 0.648"4--{ 7 68FPBKT Flied Panel Bracket _ 6063-T6 pry 1.001" Q 8 6BSGLBD Single Glaze Beading-Hork-tal 6063-T6 t 0.062' co10 O 9 _ 69LBULB Large Glazing Vinyl Bulb DwomeW=75 VINYL TEAM PLASTICS.INC. - .1J _ E O E 10 88SBULB Small Glazing Vinyl Bulb DoIometer=75 VINYL TEAM PLASTICS,INC. �r 1.276' 0.078' O 11 995 Glazing Compound SILICONE BY DOW CORNING ,2 - 3/16.7emp Glass Mondltblc f� SINGLE GLAZE BEAD 0.907" �F `� v°�.,' 'a u, 13 .330 x.187 FM Seal WStnppng NYLON " 26 3"=1'-0" 2.692" Lo .� Q C m Z Q 14 Sween Assembly ._.8063-T6 116-- 68VNFLP Vinyl Bottom Rall Flap Seal -- - - - --- - - EXTERIOR INTERLOCK O > "`°' VINYL E CSSS W{ - _-- _. _ _ 2.551" 16 __OE X e 16 68EIL Panel Exterxx Interlock 6063-76 1 - N 17 681IL Parcel Ird d.Interlock • 6063-76 _ _--_ 001" y d' QO^E 18 Panel Roller Assembly .. SS - -�- iV 0.078 .125" 0.062" 1 '.-{ U^ Edo 19 7116'SG Impact Glass - _ LAMINATED BV CARDINAL 0.998" 20 6eIG8 Insulated Glaze Beading-Horizontal _ -_.. 6063-T6 ry .907" 1.276"�� 'E ^a 22 1'Insulated Impact Glass LAMINATED BY CARDINALme -2 691. 2 0 I N S U LATE D G LAZE BEAD a o y . 23 _ Panel Top Guides NYLON r' }-2875"� a 9 24 682DJMB 2-Track fraJamb 6063-T6 3"=V-0" U E 17 INTERIOR INTERLOCK 3 25 6BLKS Panel Stilell-ockstile 606376 $ 26 68SGLBD Single Glaze Beading-Vertical 6063-T6 3"-1'-0" C1 kfip 9p 27 I 5.837" 62" o 28 Mortise Lockset/Deadlatdt SS BY TRUTH HARDWARE.INC. 0.062' .. rag Jamb lock Keeper SS BY TRUTH HARDWARE.INC. 1.875" 30 6BASTR Panel Astragal 6063-T6 1.242" 0'442' LOCKSTILE/FIXED STILE ` 31 68SCA Screen Jamb 606 24 2-TRACK FRAME JAMB 25 3"=1•-0" 424" 32 C.R.S.Steel Reinforcement STEELEEL 33 Forme Fastener(#8x1 PPH SS) SS 3"=1'-0" 34 Top Rail Fastener(010x1 PPH SIS) SS 35 Bottom Rail Fastener(#10x1 PPH Sts) SS 3.617'-{ 2.089" 0.062" 36 Roller Fastener(#t/4-20x.750 MS SS) SS 0.862' i 777 1.843" 37 Fxd Pm Bkl Fsmr(#10x1'PPH Tk S/S) SS 38 FxdPnIBklFsmr(#10xt'PPH TkSIS) SS 31 SCREEN JAMB/ADAPTER 39 Scm Jb Fastener(#8x3/8 PPH Tk SIS) SS n 3"=1'-0" 40 68BULB Interlock Vinyl Bulb Seal VINYL u�i 0.078"v 41 68DUSTPD Dust Pad 2-1/2"x 2"x 314' NYLON e 42 683DHD 3-Track Frame Head 8063-T6 1 8.702' 376" Robert) Arroruso,P.E. 43 663MJB 3-Track Frame Jamb 6063-T6 _ LTu 7 FL P E No.49752 44 683DTRK 3-Track Frame Sill 6063-T6 - 0.250` 0.090" 45 68HKSTP Pocket Door.Hookstrip 6063-TB 1.750" Ir.YEIg4 46 68GASTL Comer Gasket Top LM FOAM 3-TRACK FRAME HEAD =a,,•a. f 47 68GASTR Comer Gaskel Top Right FOAM i 48 68CxAS8l Comer Gasket Bottom Left EDAM 30 A TRA AL 42 3•=1,_0•, ;;'""-t '� Corner Gasket Bottom Right 3' 1 0 .000" 49 FiBGASBR FOAM 9Fa °�oia•° 50 .270 x.187 Fin Seal WStrippirg NYLON8.634y s uNn E�.d >r " � b 51 0.437x7.375x0.500 Fin Seal Dust Pad NYLON 7 a 0.090" D1gitaliy signed by Hobert l.Amouso, 52 68GASTL3 Caner Gasket Top Left 3-Ttk FOAM I I' j f rI 0.090}j[0.442�0.442� A f P E 53 68GASTR3 Comer Gasket Top Right 3-Tk FOAM 0.250"7� i DN:-Robert J.Amoroso,P.E.o=PTC 1.242' r 8.844• 54 6BGASBL-3 Comer Gasket Bottom Lell 3Trk FOAM Product Design Group,U.C.ou=FL PF. 55 68GASSR3 Conor Gasket Bottom Right 3-Trk FOAM ^� 3-TRACK FRAME JAMB 3-TRACK FRAME SILL No.49752 FBPE Cert.of Auth-No.2593S, 56 Pocket 1'Lock Cover UH NYLON 43 3"-V-0" 44 3"=V-0" email-robertlpt<rp.com,-US 11 Pocket I'Lock Cover R/H NYLON Date:2015.03.09 09:15:42-04'00'